HomeMy WebLinkAboutAttachment J - FINAL EIR VOL1 & 2JUNE 2017
LA Fitness Health Club
Final Environmental Impact Report
State Clearinghouse Number: 2017011033
Volume I
FINAL
ENVIRONMENTAL IMPACT REPORT
Volume I of II
LA FITNESS HEALTH CLUB
State Clearinghouse No. 2017011033
Lead Agency
City of Seal Beach
211 Eighth Street
Seal Beach, CA 90740
June 2017
Environmental Impact Report TOC-1
Table of Contents
Page
Executive Summary ............................................................................................................................................... ES-1
Project Description ............................................................................................................................................ ES-1
Land Use and Planning ..................................................................................................................................... ES-1
Environmental Impact Assessment ................................................................................................................... ES-2
1.0 Introduction and Scope of EIR ........................................................................................................................ 1.0-1
Introduction ....................................................................................................................................................... 1.0-1
Project Summary .............................................................................................................................................. 1.0-1
Prior Environmental Review .............................................................................................................................. 1.0-1
Topics Addressed in this EIR ............................................................................................................................ 1.0-1
Topics No Addressed in Detailed in the EIR Based on Preparation of the Initial Study .................................... 1.0-2
Alternatives to the Project ................................................................................................................................. 1.0-3
Intended Use of this EIR ................................................................................................................................... 1.0-3
Scoping ............................................................................................................................................................. 1.0-3
Final EIR ........................................................................................................................................................... 1.0-7
Organization of the Draft EIR ............................................................................................................................ 1.0-7
2.0 Project Description ......................................................................................................................................... 2.0-1
Introduction ....................................................................................................................................................... 2.0-1
Project Location ................................................................................................................................................ 2.0-1
Project Objectives ............................................................................................................................................. 2.0-1
Project Design................................................................................................................................................... 2.0-2
Circulation ......................................................................................................................................................... 2.0-2
Utilities .............................................................................................................................................................. 2.0-3
Project Operation .............................................................................................................................................. 2.0-3
Project Construction .......................................................................................................................................... 2.0-3
3.0 Land Use and Planning .................................................................................................................................. 3.0-1
Environmental Setting ....................................................................................................................................... 3.0-1
Planning and Regulatory Framework ................................................................................................................ 3.0-1
Analysis of Consistency with Land Use Plans .................................................................................................. 3.0-5
4.1 Air Quality ........................................................................................................................................................ 4.1-1
Environmental Setting ....................................................................................................................................... 4.1-1
Planning and Regulatory Framework ................................................................................................................ 4.1-7
Environmental Impacts ..................................................................................................................................... 4.1-9
Mitigation Measures ........................................................................................................................................ 4.1-13
Level of Significance with Mitigation Incorporated .......................................................................................... 4.1-13
4.2 Greenhouse Gases ......................................................................................................................................... 4.2-1
Environmental Setting ....................................................................................................................................... 4.2-1
Planning and Regulatory Framework ................................................................................................................ 4.2-3
Environmental Impacts ..................................................................................................................................... 4.2-5
Mitigation Measures .......................................................................................................................................... 4.2-7
Level of Significance with Mitigation Incorporated ............................................................................................ 4.2-7
Table of Contents
TOC-2 Table of Contents
4.3 Noise ................................................................................................................................................................ 4.3-1
Environmental Setting ....................................................................................................................................... 4.3-1
Planning and Regulatory Framework ................................................................................................................ 4.3-6
Environmental Impacts ..................................................................................................................................... 4.3-9
Mitigation Measures ........................................................................................................................................ 4.3-12
Impact with Implementation of Mitigation Measures ....................................................................................... 4.3-13
4.4 Traffic and Transportation ............................................................................................................................. 4.4-1
Environmental Setting ....................................................................................................................................... 4.4-1
Environmental Impacts ................................................................................................................................... 4.4-10
Mitigation Measures ........................................................................................................................................ 4.4-26
Level of Significance with Mitigation Incorporated .......................................................................................... 4.4-26
5.0 Alternatives ..................................................................................................................................................... 5.0-1
Purpose ............................................................................................................................................................ 5.0-1
Rationale for Alternative Selection and Alternatives Considered but Rejected ................................................. 5.0-1
Alternatives Considered but Rejected ............................................................................................................... 5.0-1
Alternatives Considered .................................................................................................................................... 5.0-2
Evaluation of Alternatives Impacts Relative to the Project ................................................................................ 5.0-5
Environmentally Superior Alternatives Other than the No Project Alternative ................................................... 5.0-6
6.0 Analysis of Long-Term Effects ...................................................................................................................... 6.0-1
6.1 Cumulative Impacts ................................................................................................................................... 6-0-1
6.2 Growth-Inducing Impacts ............................................................................................................................ 6.0-5
6.3 Energy Conservation .................................................................................................................................. 6.0-6
6.4 Unavoidable Significant Environmental Impacts ....................................................................................... 6.0-10
7.0 Effects Found Not to Be Significant .............................................................................................................. 7.0-1
8.0 References....................................................................................................................................................... 8.0-1
Preparation Team ............................................................................................................................................. 8.0-1
References ....................................................................................................................................................... 8.0-2
9.0 Response to Comments on DEIR .................................................................................................................. 9.0-1
Evaluation of Comments ................................................................................................................................... 9.0-1
Comments Addressing Issues Not Addressed under CEQA that Do Not Require a Specific Response .......... 9.0-3
9.1 Comments Requiring a Specific Response ............................................................................................... 9.0-11
9.2 Master Responses to Comments .............................................................................................................. 9.0-19
Appendices are contained in Volume II of this Final EIR.
Table of Contents
Environmental Impact Report TOC-3
List of Tables
Table ES-1 Environmental Impact Summary ......................................................................................................... ES-2
Table 1-1 Summary of Scoping Comments ........................................................................................................ 1.0-3
Table 2-1 Site Improvements .............................................................................................................................. 2.0-2
Table 3-1 Surrounding Land Uses ...................................................................................................................... 3.0-1
Table 4-1 South Coast Air Basin Emissions Summary ....................................................................................... 4.1-4
Table 4-2 2013-2015 Local Air Quality ............................................................................................................... 4.1-4
Table 4-3 2013-2015 Air Quality Standards Days in Exceedance ...................................................................... 4.1-5
Table 4-4 South Coast Air Basin Attainment Status (Orange County) ................................................................ 4.1-5
Table 4-5 SCAQMD Maximum Daily Emissions Thresholds .............................................................................. 4.1-9
Table 4-6 SCAQMD LSTs for SRA 18 at 25 Meters ......................................................................................... 4.1-10
Table 4-7 Maximum Daily Construction Emissions ........................................................................................... 4.1-11
Table 4-8 Long-Term Daily Emissions .............................................................................................................. 4.1-12
Table 4.2-1 Global Warming Potential (GWP) of Common CHG ........................................................................... 4.2-2
Table 4.2-2 Statewide GHC Emissions(MMTCO2e) (2004-2014) ......................................................................... 4.2-3
Table 4.2-3 Project Construction and Operational GHG Emissions (MMTCO2e) ................................................. 4.2-6
Table 4.3-1 Definitions of Noise-Related Terms .................................................................................................... 4.3-1
Table 4.3-2 Outside to Inside Noise Attenuation (dBA) ......................................................................................... 4.3-4
Table 4.3-3 Project Noise Restrictions ................................................................................................................... 4.3-7
Table 4.3-4 Groundbourne Vibration Impact Criteria for General Assessment ...................................................... 4.3-8
Table 4.3-5 Traffic Noise Levels (dBA) Increases Over Time vs. 2016 ................................................................. 4.3-9
Table 4.3-6 Calculated Vibration Levels of Typical Construction Equipment to Nearest Sensitive Receptor ...... 4.3-10
Table 4.4-1 Seal Beach Operating Conditions for Levels of Service ..................................................................... 4.4-3
Table 4.4-2 ICU Significance Thresholds .............................................................................................................. 4.4-3
Table 4.4-3 ICU Methodology Significance Thresholds ......................................................................................... 4.4-4
Table 4.4-4 Level of Service and Flow Density ...................................................................................................... 4.4-4
Table 4.4-5 Existing (2016) Peak Hour Intersection Level of Service Summary ................................................... 4.4-7
Table 4.4-6 Existing (2016) Peak Hour Roadway Level of Service Summary ....................................................... 4.4-8
Table 4.4-7 North Seal Beach Accident History Summary .................................................................................... 4.4-9
Table 4.4-8 North Seal Beach High Accident Location Details (2015) ................................................................. 4.4-10
Table 4.4-9 Health Club Trip Generation ............................................................................................................. 4.4-11
Table 4.4-10 Unoccupied Space within the Shops at Rossmoor Trip Generation ................................................. 4.4-11
Table 4.4-11 Existing (2016) with Full Occupancy Peak Hour Intersection Level of Service Summary ................ 4.4-13
Table 4.4-12 Existing (2016) With Full Occupancy Peak Hour Roadway Level of Service Summary ................... 4.4-14
Table 4.4-13 Project Completion Year (2018) Peak Hour Intersection Level of Service Summary ....................... 4.4-17
Table 4.4-14 Project Completion Year (2018) with Full Occupancy Peak Hour Roadway
Level of Service Summary ................................................................................................................ 4.4-18
Table 4.4-15 Future Buildout Year (2035) Peak Hour Intersection Level of Service Summary ......................... 4-4.4-21
Table 4.4-16 Future (2035) Buildout with Full Occupancy Peak Hour Roadway Level of Service Summary ........ 4.4-22
Table 4.4-17 Site Access Queuing Summary ........................................................................................................ 4.4-25
Table 4.4-18 Existing and Project-Related ADT Near Pedestrian Travel Paths .................................................... 4.4-26
Table 5-1 ITE Trip Rates1 for Various General Commercial Land Uses ................................................................ 5-3
Table 6-1 Alternative 2 ........................................................................................................................................... 5-7
Table 9-1 List of Comments Received on the Draft EIR Identifying Specific Environmental Issues Requiring a
Specific Response ................................................................................................................................. 9-2
Table 9-2 Table 9.2 List of Comments Received on the Draft EIR Addressing General Environmental Issues That
Do Not Require a Specific Response .................................................................................................... 9-3
Table of Contents
TOC-4 Table of Contents
List of Exhibits
Exhibit 1 Regional and Vicinity Map .................................................................................................................. 2.0-4
Exhibit 2 Site Plan ............................................................................................................................................. 2.0-5
Exhibit 3 Floor Plan ........................................................................................................................................... 2.0-6
Exhibit 4 Project Elevations ............................................................................................................................... 2.0-7
Exhibit 5 Access Improvement Options ............................................................................................................. 2.0-8
Exhibit 6 Rossmoor Center Way Reconfiguration Alternative ........................................................................... 2.0-9
Exhibit 3-1 Seal Beach Planning Area 4 Land Use .............................................................................................. 3.0-2
Exhibit 3-2 Rossmoor Center Zoning Map ............................................................................................................ 3.0-4
Exhibit 4.3-1 Common Noise Levels........................................................................................................................ 4.3-3
Exhibit 4.3-2 Project Site and Noise Monitoring Location ........................................................................................ 4.3-5
Exhibit 4.3-3 Future CNEL Noise Contours ............................................................................................................. 4.3-6
Exhibit 4.4-1 Project Location and Study Area Intersection ................................................................................... 4.4-28
Exhibit 4.4-2 Recommended Turn Pocket Extension ............................................................................................ 4.4-28
Exhibit 4.4-3 Rossmoor Center Way Reconfiguration on Alternative .................................................................... 4.4-29
Exhibit 5-1 Alternative 2 ........................................................................................................................................ 5.0-7
Environmental Impact Report ES-1
Executive Summary
The proposed project analyzed in this Environmental Impact Report (EIR) is the construction of a single-story, 37,000-
square-foot private health club within the existing Shops at Rossmoor retail development in the City of Seal Beach, as
well as improvements to the left-turn pocket on northbound Seal Beach Boulevard onto Rossmoor Center Way and the
widening of Rossmoor Center Way.
Project Description
The proposed project site is located at 12411 Seal Beach Boulevard in the City of Seal Beach (APN 086 -492-079).
The proposed project site, currently an asphalt parking lot, is located on the northwestern portion of the shopping center
parking lot on Rossmoor Center Way, between Seal Beach Boulevard and Montecito Road. The site is bounded by
residential uses to the west and north, a Sprouts grocery store and Marshall’s department store to the east, and the
retail stores Home Goods and PetSmart to the south. Facilities in the health club would include free weights, circuit
training, a pool, a basketball court, separate rooms for aerobics and spinning, a personal training room, men’s and
women’s showers and lockers, a hot yoga studio, a physical therapy room, and a children’s area. All parking would be
provided on the surrounding surface lot.
The traffic analysis prepared by LSA Associates, Inc. for this EIR found that under existing conditions without the
proposed project, the existing northbound left-turn lane on Seal Beach Boulevard onto Rossmoor Center Drive
experiences queuing deficiencies during periods of peak demand. However, the project description includes a
reconfiguration of the existing northbound left-turn lane which will extend that lane by 145 feet. Not only will this planned
element of the project correct the existing deficiency, it will preclude any additional queuing deficiency caused by the
project. Although not necessary to mitigate impacts of the project on traffic, the applicant also proposes an option to
widen Rossmoor Center Way to install a second westbound lane. This improvement provides a dedicated lane for turns
into the health club parking lot, allowing no delays to through traffic travelling westbound on Rossmoor Center Way.
Land Use and Planning
Seal Beach is a community encompassing 11.5 square miles (7,296 acres) along the Pacific Ocean between the cities
of Huntington Beach in Orange County and Long Beach in Los Angeles County. The City boundaries extend from the
coastline to approximately two miles inland. The surrounding area is predominately developed with single-family
residential, commercial, and open space/recreational land uses. Lands to the immediate west are within the
unincorporated Orange County community of Rossmoor.
The Shops at Rossmoor shopping center, together with the adjacent Old Ranch Towne Center shopping center in
unincorporated Rossmoor, provide more than 650,000 square feet of commercial uses, including large anchor stores
and smaller community-serving retail and service uses. Immediately to the west of the Shops at Rossmoor is a high-
density residential neighborhood (in unincorporated Rossmoor).
The project site is designated General Commercial in the Seal Beach General Plan and is zoned General Commercial
(GC). Land use policies and regulations allow a mix of general and service commercial businesses. The General Plan
Land Use Element recommends retaining the land use classification for the Rossmoor Center as General Commercial.
The GC zone allows a range of retail sales and service uses by right, such as those occupying The Shops at Rossmoor
center. Large-scale commercial recreation uses, such as the proposed health club project, are permitted subject to
approval of a Conditional Use Permit.
Executive Summary
ES-2 LA Fitness Center
Environmental Impact Assessment
This EIR examines four issues that were not dismissed as less than significant in the December, 2016 Initial Study.
These issues are air quality, greenhouse gas, noise, and traffic and transportation. Each issue is discussed in separate
sections in the EIR. Other required topics specified in the State CEQA Guidelines are examined as well. Table ES-1
summarizes the environmental impacts associated with the proposed project and lists the mitigation measures required
to reduce or avoid significant impacts.
Table ES-1
Environmental Impact Summary
Impact Summary
The numbers in the first column refer to the
EIR sections where specific impact topics are
addressed. The letters refer to the thresholds
identified in Appendix G of the CEQA
Guidelines. Mitigation Measures
Level of
Significance with
Mitigation
Incorporated
Less than Significant Impacts with Mitigation Incorporated
Noise
4.3.C Cumulative noise levels due to
operation of the project’s heating,
air conditioning, and ventilation
(HVAC) rooftop units are calculated
to be 53 dBA at the nearest
residential property line; this
exceeds the Municipal Code limit of
50 dBA. Thus, the rooftop units
would potentially cause noise
standard exceedances by 3 dBA,
which could have a significant
impact on nearby residences. The
3dBA increase represents an
increase in sound level that is
generally perceptible to most
people.
Mitigation Measure Noise-1: Since HVAC
rooftop unit noise levels would exceed Municipal
Code limits of 50 dBA, one of the three following
options—or any other comparable approach that
will achieve the required noise reduction—will be
implemented by the project applicant. The project
applicant will be required to submit a plan to the
City, prepared by an acoustical engineer or
otherwise qualified specialist, documenting that
HVAC rooftop units and associated mitigating
features will achieve the Municipal Code standard.
Mitigation Option 1. Install a screen or parapet
around the HVAC units. To be an effective noise
barrier, the screen or parapet should extend at
least one foot above the tallest rooftop unit and be
continuous at the north and west edges of the
health club building.
Mitigation Option 2. Utilize
baffles/silencers/attenuators. Each rooftop unit will
be fully enclosed with noise control devices
located at air ventilation to lessen the noise
radiating from the
equipment. A
representative figure of
this concept is shown to
the right.
Mitigation Option 3.
Install quieter HVAC
units. Once specific HVAC rooftop units are
selected, sound data from their manufacturer can
be used to show that the Code limit of 50 dBA at
nearby property lines will not be exceeded.
Less than Significant
Executive Summary
ES-3 LA Fitness Center
Table ES-1
Environmental Impact Summary
Impact Summary
The numbers in the first column refer to the
EIR sections where specific impact topics are
addressed. The letters refer to the thresholds
identified in Appendix G of the CEQA
Guidelines. Mitigation Measures
Level of
Significance with
Mitigation
Incorporated
4.3.D Construction of the project would
generate temporary increased
noise levels at the property line of
the project site. While construction
activity would occur within the time
periods established in the Noise
Ordinance, peaks in construction
equipment work could be
considered objectionable by some
residents in adjacent units.
Mitigation Measure Noise-2: During
construction, the applicant/developer shall employ
the following standard practices for mitigating
construction noise:
• Implement a construction-related noise
mitigation plan. This plan would depict
the location of construction equipment
storage and maintenance areas, and
document methods to be employed to
minimize noise impacts on adjacent
noise-sensitive land uses. Additionally,
the plan shall denote any construction
traffic haul routes where heavy trucks
would exceed 100 daily trips (counting
those both to and from the construction
site). To the extent feasible, the plan
shall denote haul routes that do not
pass sensitive land uses or residential
dwellings.
• Equip internal combustion engine-driven
equipment with original factory (or
equivalent) intake and exhaust mufflers
which are maintained in good condition.
• Prohibit and post signs prohibiting
unnecessary idling of internal
combustion engines.
• Locate all stationary noise-generating
equipment such as air compressors and
portable generators as far as practicable
from noise-sensitive land uses.
• Utilize “quiet” air compressors and other
stationary equipment where feasible
and available.
• Designate a noise disturbance
coordinator who would respond to
neighborhood complaints about
construction noise by determining the
cause of the noise complaints, and
require implementation of reasonable
measures to correct the problem.
Conspicuously post a telephone number
for the disturbance coordinator at the
construction site.
Less than Significant
Executive Summary
ES-4 LA Fitness Center
Table ES-1
Environmental Impact Summary
Impact Summary
The numbers in the first column refer to the
EIR sections where specific impact topics are
addressed. The letters refer to the thresholds
identified in Appendix G of the CEQA
Guidelines. Mitigation Measures
Level of
Significance with
Mitigation
Incorporated
Less than Significant Impacts
Air Quality
4.1.A
The proposed project would not conflict with or obstruct implementation of the South Coast Air Basin 2012 Air
Quality Management Plan.
4.1.B
The proposed project would not violate any air quality standard or contribute substantially to an existing or project
air quality violation.
4.1.C The proposed project would not result in a cumulatively considerable net increase of any criteria pollutant for which
the project region is in non-attainment under an applicable federal or state ambient air quality standard (including
releasing emissions which exceed quantitative thresholds for ozone precursors).
4.1.D The proposed project would not expose sensitive receptors to substantial pollutant concentrations.
4.1.E The proposed project not create objectionable odors affecting a substantial number of people.
Greenhouse Gas Emissions
4.2.A The proposed project would not generate greenhouse gas emissions, either directly or indirectly, that would have a
significant impact on the environment.
4.2.B The proposed project would not conflict with an applicable plan, policy, or regulation adopted for the purpose of
reducing the emissions of greenhouse gases.
Noise
4.3.A The proposed project would not expose persons or generate noise levels in excess of sta ndards established in
the local general plan or noise ordinance, or applicable standards of other agencies.
4.3.B The proposed project would not expose persons to or generation of excessive groundborne vibration or
groundborne noise levels.
Traffic and Transportation
4.4.A The proposed project would not cause an increase in traffic that is substantial in relation to the existing traffic load
and capacity of the street system
4.4.B The proposed project would not exceed, either individually or cumulatively, a level of service standard established
by the county congestion management agency for designated roads or highways.
4.4.C The proposed project would not conflict result in a change in air traffic patterns, including an increase in traffic
levels or a change in location that results in substantial safety risks.
4.4.D The proposed project would not substantially increase hazards due to design features or incompatible uses.
4.4.E The proposed project would not result in inadequate emergency access.
Alternatives
The proposed project is consistent with the land use and zoning designations of the City, has adequate services and
utilities to serve it, and would not result in unmitigated significant impacts. In addition, it would remedy in full the existing
queuing deficiency on northbound Seal Beach Boulevard. The alternative of the construction and operation of any
general commercial use on the project site is likely to present the same impacts identified for the proposed project and
result in the same or equivalent mitigation of those impacts, but fail to remedy the existing queuing deficiency.
Relocating the project to another location at the Shops at Rossmoor would not preclude the development of another
commercial use on the project site which could have greater or lesser impacts that the proposed project. An alternative
considered but rejected was placing the proposed project at an alternative location in Seal Beach (a location not in the
Shops at Rossmoor). Noting that the applicant for the project is the owner of the Shops at Rossmoor, this alternative
was rejected because it would not meet any of the applicant’s project objectives, including those of expanding uses at
the Shops at Rossmoor and building out the shopping center in accordance with the City’s adopted land use
Executive Summary
ES-5 LA Fitness Center
entitlements for the center. Given that the City has adopted policies for uses within the center and the proposed project
fits within those policies, it would not be appropriate for this EIR to indirectly reconsider those policies by evaluating an
offsite alternative. As a result, no alternative has been identified which is environmentally superior to the proposed
project.
Introduction and Scope of the EIR 1.0
Environmental Impact Report 1.0-1
1.0 Introduction and Scope of the EIR
Introduction
The City of Seal Beach (Lead Agency) has received an application for a Conditional Use Permit submitted by CPT
Shops @ Rossmoor, LLC (Applicant) for the development of a health club on the south side of Rossmoor Center Way,
west of Seal Beach Boulevard. Approval of the applications constitutes a project that is subject to review under the
California Environmental Quality Act (CEQA) 1970 (Public Resources Code, Section 21000 et seq.) and the State
CEQA Guidelines (California Code of Regulations, Section 15000 et seq.). Project Summary
The proposed project includes the construction of a single-story private health club comprising 37,000 square feet
within the existing Shops at Rossmoor retail development. It is located at 12411 Seal Beach Boulevard in the City of
Seal Beach (APN 086-492-079). The project site, currently an asphalt parking lot, is located on the northwestern portion
of the shopping center parking lot on Rossmoor Center Way between Seal Beach Boulevard and Montecito Road. The
site is bounded by residential uses to the west and north, a Sprouts grocery store and Marshall’s department store to
the east, and the retail stores Home Goods and PetSmart to the south. Facilities in the health club would include free
weights, circuit training, a pool, a basketball court, separate rooms for aerobics and spinning, a personal training room,
men’s and women’s showers and lockers, a hot yoga studio, a physical therapy room, and a children’s area.
Prior Environmental Review
An Initial Study/Mitigated Negative Declaration (IS/MND) was prepared for a similar project in June, 2016 and circulated
to the public for a 20-day review period. The prior application was approved by the City’s Planning Commission and
was appealed to the City Council. The applicant withdrew the application before final action was taken by the City
Council.
The applicant filed a new application in November, 2016 for essentially the same project. A new Initial Study was
prepared in November, 2016 and circulated for a 30-day public review period. Based on the analysis contained in the
Initial Study, the City determined that the proposed project may have a significant effect on the environment, requiring
preparation of an Environmental Impact Report (EIR).
Topics Addressed in this EIR
The information and analysis presented in the November, 2016 Initial Study provide substantial evidence that, after
considering all design features of the project and the requirements of all State and local regulations that would apply
to the project, there is no potential for the project to have a significant environmental effect with respect to the topics
listed below. As a result, pursuant to CEQA, these topics require no further evaluation in this EIR. The evaluation of
these topics and the basis for the conclusions of “less than significant impact” or “no impact” can be found in the Initial
Study, contained in Appendix A of this EIR. These topics are listed below by impact determination category identified
in Appendix G, the Environmental Checklist Form.
• Air Quality
• Greenhouse Gas Emissions
• Noise
• Transportation and Circulation
1.0 Introduction and Scope of the EIR
1.0-2 LA Fitness Center
Additionally, the City determined the project warranted consideration of project alternatives. This EIR was prepared in
compliance with CEQA, the CEQA Guidelines, and the City’s procedures for implementing CEQA. The environmental
analysis for land use is presented in Chapter 3 of this document, and each of the other topics listed above are presented
in Chapter 4.
Topics Not Addressed in Detail in the EIR Based on Preparation of the Initial Study
The information and analysis presented in the Initial Study provides substantial evidence for the conclusion, for all the
issues listed below (i.e., those not addressed in detail this EIR), that CEQA standards triggering preparation of further
environmental review do not exist for those issues. Topics not addressed in this EIR in detail are listed below by impact
determination category identified in Appendix G, the Environmental Checklist Form. These topics are, however,
analyzed for full disclosure of the environmental determination, in the Initial Study, within Appendix A of this EIR.
• Aesthetics
• Agricultural and Forest Resources
• Biological Resources
• Cultural Resources
• Geology and Soils
• Hydrology and Water Quality
• Land Use
• Mineral Resources
• Population and Housing
• Public Services
• Recreation
• Utilities and Service Systems
The following provisions of the guidelines for implementing CEQA (known as the “CEQA Guidelines”) help define the
role of this EIR as follows.
CEQA Guidelines Section 15121(a): Informational Document. An EIR is an informational document which will inform
public agency decision-makers and the public generally of the significant environmental effect(s) of a project, identify
possible ways to minimize the significant effects, and describe reasonable alternatives to the project. The public agency
shall consider the information in the EIR along with other information which may be presented to the agency.
CEQA Guidelines Section 15151: Standards for Adequacy of an EIR. An EIR should be prepared with a sufficient
degree of analysis to provide decision-makers with information which enables them to make a decision which
intelligently takes account of environmental consequences. An evaluation of the environmental effects of a proposed
project need not be exhaustive, but the sufficiency of an EIR is to be reviewed in the light of what is reasonably
feasible. Disagreement among experts does not make an EIR inadequate, but the EIR should summarize the main
points of disagreement among the experts. The courts have looked not for perfection but for adequacy, completeness,
and a good faith effort at full disclosure.
Further, CEQA states that the lead agency should not “approve projects as proposed if there are feasible alternatives
or feasible mitigation measures available which would substantially lessen the significant environmental effects of such
projects…” (Public Resources Code Section 21002). If the lead agency approves the project despite residual significant
adverse impacts that cannot be mitigated to less-than-significant levels, the agency must adopt a “Statement of
Overriding Considerations” stating the reasons for its action in writing.
Introduction and Scope of the EIR 1.0
Environmental Impact Report 1.0-3
CEQA Guidelines Section 15382 defines a significant effect on the environment as “a substantial, or potentially
substantial, adverse change in any of the physical conditions within the area affected by the project…”. Therefore, in
identifying the significant impacts of the project, this EIR concentrates on the project’s substantial physical effects and
on mitigation measures to avoid, reduce, or otherwise alleviate those effects.
Alternatives to the Project
CEQA requires that an EIR discuss a range of reasonable alternatives to the project. This EIR describes and analyzes
two alternatives: the “No Project” alternative (Alternative 1) as required under CEQA (CEQA Guidelines Section
15126.6[e]) and “Alternative Location within the Shops at Rossmoor” (Alternative 2). Chapter 5 of this document
discusses the environmental effects of each alternative, compares the environmental effects of each alternative with
the environmental setting and with the effects of the project and each other alternative, and addresses the relationship
of each alternative to the project objectives. The determinations of the lead agency concerning the feasibility,
acceptance, or rejection of each and all alternatives considered in this EIR will be addressed and resolved in the City’s
findings when the City of Seal Beach considers approval of the project, as required by CEQA.
Intended Use of this EIR
The City of Seal Beach is the only authority having jurisdiction over approval of the project. The proposed project
requires the following approvals:
• Development Review for a health and exercise membership club
• Conditional Use Permit for operation of the proposed health club
Scoping
The City issued a Notice of Preparation (NOP) related to the project and EIR on January 4, 2017. The City did not
conduct a public scoping meeting.
Copies of written comments received during the 30-day public review period for the NOP are included in Appendix B
of this EIR. Additional scoping comments were also received from other jurisdictions and agencies during the 30-day
public review period. The scoping comments addressed in this EIR are summarized in Table 1.1 (Summary of Scoping
Comments). Two letters received during the NOP period were inadvertently left out of the Draft EIR. Those two letters,
one from Gary Miller and one from David Zowaklow, are included and responded to in Section 9.0.
Table 1-1
Summary of Scoping Comments
Commenting Entity Summary of Comment
Section in EIR
where Addressed
Agencies
South Coast Air Quality
Management District
Requirements for air quality assessment to be included in EIR. 4.1 Air Quality
4.2 Greenhouse
Gas
Native American Heritage
Commission
Provides guidance on meeting CEQA requirements for cultural resource
assessments and tribal consultations under AB52.
7.0 Effects Found
Not to Be Significant
County of Orange Dept. of
Public Works
Provide the updated traffic study discussed on page 61 of the LA Fitness
Health Club Initial Study (December 2016)
4.4 Traffic
Orange County Fire
Authority (OCFA)
The project as proposed has no OCFA needs.
N/A
1.0 Introduction and Scope of the EIR
1.0-4 LA Fitness Center
Table 1-1
Summary of Scoping Comments
Commenting Entity Summary of Comment
Section in EIR
where Addressed
Organizations
Rossmoor Homeowners
Association
The Rossmoor Homeowners Association has reviewed various plans
and analyses for the LA Fitness Club Project at the Shops of Rossmoor
and has serious concerns about the adequacy of the parking and traffic
analysis.
4.4 Traffic
Bridgecreek Villas
Condominiums Homeowners
Association
Concerned with parking, noise, traffic 4.3 Noise
4.4 Traffic
Individuals
Susan Barrett Supports the project N/A
Lauretta Collins Concerned that the project will increase our traffic and quality of life
because of the people that are traveling to our area that don’t live here.
4.4 Traffic
Lisa Guardi The center has so many "name brand" tenants that people are driving
here from everywhere now. The traffic is awful on Los Alamitos
Boulevard.
I see people speed 50 miles an hour on Montecito to go to Kohls, etc.
The community would be better served with a bookstore or more
boutique shops.
4.4 Traffic
Tony Kozlowski I wanted to express my complete disproval of the proposed LA Fitness
facility that is being talked about for the Shops at Rossmoor. That area
is completely over-developed now and even without a new fitness
facility, traffic is already a nightmare for those of us who live in the area.
4.4 Traffic
Soo Min Hyun We would not like LA Fitness to be at Seal Beach shopping center. The
facility would definitely increase the traffic, and it’s already difficult to get
in and out of the center as it is, especially during peak times, when the
facility will be used. I’m a Rossmoor resident, and I do not want to see
increase in dangerous traffic from other areas coming into
Rossmoor/Seal Beach.
4.4 Traffic
Mona Patrick Our family of four adults are against this project. Our area is already a
bottle neck after getting off the freeway and trying to get into Rossmoor.
I know this traffic will devalue our homes, be bringing in much more
traffic and people that do not live in the area. Will there be a public
forum?
4.4 Traffic
1.0 Introduction
Anthony Rudisill I think the slight added traffic caused by a fitness center in the proposed
Seal Beach location would be more than offset by the benefits.
4.4 Traffic
David Zawolkow Nothing has changed from the previous proposal. All of the prior
resulting problems still exist without any indication of resolution.
N/A
Jason Delmonico I believe that LA Fitness will be a great addition to our neighborhood N/A
Rosemary Frenkiel Supports the project N/A
Arnold Myans We don’t need an LA Fitness in the Rossmoor Shopping Center. It will
disrupt a lot of things and will bring more traffic to the area, which we
don’t want/need.
4.4 Traffic
Enea Ostrich Concerned about fitness club traffic. We cannot expand Seal Beach
Blvd. any more than it already has been. Pedestrians will be
compromised as will bicyclists who plan to get to gym to reduce traffic
but surprise surprise...they will be ignored by the automobile drivers and
4.4 Traffic
5.0 Alternatives
Introduction and Scope of the EIR 1.0
Environmental Impact Report 1.0-5
Table 1-1
Summary of Scoping Comments
Commenting Entity Summary of Comment
Section in EIR
where Addressed
the combo could not be deadlier. Mark my words...we will see an
increase in accidents and I only say that because with a well-known gym
there the traffic will increase even with modifications. Let's put a financial
park in there. That is what needs to be there instead.
S. Samuelson Our local community does not need another health club. There are
several health clubs close by. My main concern is the quality of life in
Rossmoor is going downhill mainly because of the traffic, noise,
pollution, etc.
4.1 Air Quality
4.3 Noise
4.4 Traffic
Hartmut Schroeder Supports the project N/A
Debbie Stea I am a resident of Rossmoor. I am very much opposed to the
development of LA Fitness in the Shops at Rossmoor. We have five
large gyms and many small ones in a five-mile radius and there is no
need for another one. The traffic is a nightmare in Rossmoor and a gym
that size would increase traffic and noise and safety concerns
tremendously.
4.3 Noise
4.4 Traffic
Dale and Jeri Woodward As long-time Seal Beach residents, we are strongly opposed to the
approval of a LA Fitness facility in the Rossmoor Shopping Center.
Traffic in and out of the Center and along Seal Beach Blvd. is currently a
huge problem, and the proposed facility will certainly create additional
problems. Please do not approve this inappropriate business in the
Center.
4.4 Traffic
Gary Brown The area is already congested. Traffic a complete nightmare going in
and out of the center and along the Boulevard. I would be more inclined
to support such a project with a massive overhaul of the parking and
entry/exit design to better optimize traffic flow and safety for pedestrians
and vehicles alike.
4.4 Traffic
Xenophon Colazas Worried about traffic congestion and noise pollution; safety of
pedestrians; and parking.
4.3 Noise
4.4 Traffic
Steve Havens This center will be a detriment to the surrounding residences and create
chaos with morning and evening traffic access to the residential
community. There is constant traffic and this destroys the
neighborhood, the environment, and challenges simply running errands
in the shopping areas.
4.4 Traffic
Nancy Holland I live in Seal Beach, in a condo directly facing the proposed job site. I
am against putting an LA Fitness Health Club on this proposed site
because of the negative impact to my quality of life. This shopping
center is already congested and to try to squeeze this club behind our
property will cause noise, pollution, traffic, and congestion in our
neighborhood. The hours of operation are a huge factor because of the
noise so close to our bedroom windows.
4.1 Air Quality
4.3 Noise
4.4 Traffic
Leland Jay I was born in Rossmoor. I have grown up to see the growth and
development here. I believe that the traffic increase at Seal Beach
Boulevard and Rossmoor Center Drive will make an already dangerous
situation exponentially more dangerous for motorists traveling up Seal
Beach Boulevard.
4.4 Traffic
Chris Marshall I've been a resident of Rossmoor for over 20 years, and I'm hoping an
LA Fitness goes into the parking area behind Sprouts. The land will
eventually be used for something, and a facility like LA Fitness would be
a positive addition to the community.
N/A
1.0 Introduction and Scope of the EIR
1.0-6 LA Fitness Center
Table 1-1
Summary of Scoping Comments
Commenting Entity Summary of Comment
Section in EIR
where Addressed
Mike Massion I am opposed to the LA Fitness going in Seal Beach. I am concerned on
the parking situation in close by Rossmoor.
4.4 Traffic
Maria Mayans We certainly don't need to have LA Fitness behind Sprouts. We don't
need more traffic or people in the area.
4.4 Traffic
Todd N. I'm concerned that a transient clientele patronizing existing businesses
and possibly LA Fitness will add to traffic congestion in the area and
increase the element of safety concern to residents.
4.4 Traffic
Mona Patrick Please do not vote to approve this!!! N/A
Jason Reed I own a home in the Rossmoor community. Please approve the building
of the LA Fitness. I look forward to a fitness center within walking
distance of my home.
N/A
Janet and Jim Wagoner We're writing to express our opposition to the LA Fitness project
proposal. It will be massive traffic to Rossmoor and to Seal Beach
Boulevard. And the parking will be taking up places where the
apartments should be parking and employee parking for the center.
4.4 Traffic
Wolfgang Konrad I am against building the LA Fitness behind our building due to
negative environmental impact, negative impact on safety,
All Sections
Peter Lipschultz Worried about parking issues, suggests a smaller project -- craft shop,
objects to increased traffic and resulting bottlenecks project would
cause. Objects to commercial gyms.
4.4 Traffic
5.0 Alternatives
Fred Wing I have some real concerns about the proposed fitness club in the Shops
at Rossmoor. Specifically, the entrances at exits to the center are
already woefully inadequate to handle current traffic demands, let alone
additional traffic that would be created.
4.4 Traffic
Gary Miller My concerns are traffic: the new facility itself and parking. Perhaps
another type of building could be constructed at that site: an office
building of similar size would have better hours, not disrupt the sleep of
the condo residents.
4.4 Traffic
5.0 Alternatives
Karen Swenson Safety concerns for our pedestrians and school children and the safety
concerns of massive amount of new traffic
4.4 Traffic
Glenn Ducat Supports the project, provides suggestions on improvements for vehicle
access
4.4 Traffic
Sande Gottlieb Concerned with nighttime noise impacts, traffic, and safety. 4.3 Noise
4.4 Traffic
Joni Jones Concerned with traffic, access, safety, parking, crime, air quality, noise 4.1 Air Quality
4.3 Noise
4.4 Traffic
Jerome Gottlieb Concerned with noise, odors 4.1 Air Quality
4.3 Noise
William and Susan
Nottingham
Support the project. N/A
Elizabeth Piburn Concerned with traffic and noise 4.3 Noise
4.4 Traffic
Jerry Strayve, Jr. Concerned with traffic and noise 4.3 Noise
4.4 Traffic
Craig Maunders The project should not be approved as a consequence of the detrimental
impact not only to the Shops at Rossmoor neighbors, but to present and
future customers of, as well as commercial tenants of the shopping
center.
All Sections
Introduction and Scope of the EIR 1.0
Environmental Impact Report 1.0-7
Notice of Completion
Pursuant to Section 15085 of the State CEQA Guidelines, a Notice of Completion (NOC) will be filed with the State
Office of Planning and Research (OPR) on or about March 8, 2017, and the Draft EIR will be circulated for public and
agency review for a period of 45 days. A copy of the Draft EIR will be posted at the Seal Beach Library, the Los
Alamitos-Rossmoor Library, the Leisure World Branch Library, and at City Hall. Copies of the Draft EIR will be sent to
responsible agencies, local agencies, and concerned agencies and individuals, as requested. Public hearings will be
held in conjunction with the review of the project.
Draft and Final EIR
The DEIR circulated for a 45-day public review period which began on March 9, 2017 and ended on April 24, 2017.
During the review period, the City received correspondence from more than 200 individuals, government agencies,
and private organizations commenting on the environmental effects of the project and largely on the project itself. The
City has evaluated all substantive comments received on the LA Fitness Health Club DEIR and has prepared written
responses to these comments, contained in Section 9.0 of this Final EIR. In accordance with the California
Environmental Quality Act (CEQA) Guidelines (14 California Code of Regulations [CCR] §15074[b]), the decision-
making body of the lead agency must consider the comments received and the responses before approving the project.
No significant changes have been made to the information contained in the DEIR because of the responses to
comments, and no significant new information has been added that would require recirculation of the document. Where
minor changes have been made in response to comments or to clarify information, those changes are indicated in this
Final EIR using underlined and strike-through text.
Organization of the Final EIR
Chapter ES, Executive Summary—Summarizes the elements of the project, including the environmental impacts that
could result from implementation of the proposed project. A summary table is provided that lists impacts, describes
proposed mitigation measures, and indicates the level of significance of impacts before and after mitigation.
Chapter 1, Introduction and Scope of the Draft EIR—Provides an introduction and overview of the EIR process and
describes the intended use of the EIR and the review process.
Chapter 2, Project Description—Provides a detailed description of the proposed project, including its location,
background information, project history, project objectives, and technical characteristics.
Chapter 3, Land Use and Planning —Addresses the land use and planning implications of the project and discusses
consistency and compatibility with adopted land use policies.
Chapter 4, Environmental Impacts and Mitigation Measures—Describes the baseline environmental setting and
provides an assessment of potential project impacts for each technical issue area presented. Each section is divided
into four sub-sections: Introduction, Environmental Setting, Regulatory Setting, and Impacts and Mitigation Measures
(project-specific and cumulative).
Chapter 5, Project Alternatives—Describes and compares the proposed project alternatives to the proposed
project.
1.0 Introduction and Scope of the EIR
1.0-8 LA Fitness Center
Chapter 6, Analysis of Long Term Effects/Energy Conservation—Provides information required by CEQA
regarding impacts that would result from the proposed project, including a summary of cumulative impacts, secondary
impacts including potential impacts resulting from growth inducement, and significant irreversible changes to the
environment. This chapter also includes an analysis of energy conservation measures.
Chapter 7, Effects Found not to Be Significant —Provides a list of issues that were not found to be significant in the
Initial Study Checklist.
Chapter 8, EIR Preparation/References—Lists report authors who provided technical assistance in the preparation
and review of the EIR. Provides a list of references used in preparation of the environmental analysis.
Chapter 9, Response to Comments on DEIR—Contains a list of agencies, groups, and individuals who commented
on the DEIR and provides responses to substantive comments. All comment letters are attached at the end of this
chapter.
Appendices—Includes various documents and data that support the analysis presented in the EIR.
Project Description 2.0
Environmental Impact Report 2.0-1
2.0 Project Description
Introduction
The City of Seal Beach (Lead Agency) has received an application for a Conditional Use Permit from CPT Shops @
Rossmoor, LLC (Applicant) for the development of a health club on the south side of Rossmoor Center Way, west of
Seal Beach Boulevard. Approval of the applications constitutes a project subject to review under the California
Environmental Quality Act (CEQA) 1970 (Public Resources Code, Section 21000 et seq.) and the State CEQA
Guidelines (California Code of Regulations, Section 15000 et seq.).
Project Location
The project site encompasses a portion of the existing The Shops at Rossmoor shopping center, located at 12411 Seal
Beach Boulevard in the City of Seal Beach (APN 086-492-079). The project site, currently an asphalt parking lot, is
located on the northwestern portion of the shopping center parking lot on Rossmoor Center Way between Seal Beach
Boulevard and Montecito Road (see Exhibit 1, Regional Context and Vicinity Map). The site is bounded by residential
uses to the west and north, a Sprouts grocery store and Marshall’s department store to the east, and the retail stores
Home Goods and PetSmart to the south (see Exhibit 2, Site Plan).
The project site is located within a heavily urbanized area along Seal Beach Boulevard and Rossmoor Center Way.
The project site currently is used as parking for the Shops at Rossmoor. Nominal ornamental landscaping is located
on the existing parking area. The project site sits at an elevation of approximately 16 feet above sea level on land that
slopes gently in a westerly direction.
Project Objectives
The applicant, the owner of the Shops at Rossmoor center, has stated that its underlying business objectives in
proposing the project focus on design, compatibility, and revenue considerations. Those objectives are:
1. To expand the square footage and uses within the center consistent with the center’s current General Plan
and zoning designations.
2. To add a use to the center in a new structure that will be located within the existing underutilized parking field,
but will maintain the center’s compliance with all applicable parking requirements.
3. To add a use which will not detract from the overall experience of existing tenants by:
a. Disrupting existing parking and shopping patterns that are important to existing tenants in the center; or
b. Diminishing or obscuring exposure of existing center business to traffic along Seal Beach Boulevard.
4. To add a use which will not displace existing uses or require the demolition of existing leasable space, thus
preserving existing lease and sales tax revenue opportunities.
5. To add a use for which potential environmental impacts, particularly those related to traffic and noise, can be
mitigated to a level of insignificance so as not to adversely impact current tenants and adjacent neighbors.
2.0 Project Description
2.0-2 LA Fitness Center
Project Design
The proposed project is a one-story private, membership health club comprising 37,000 square feet of floor space.
Facilities in the health club would include free weights, circuit training, a pool, a basketball court, rooms for aerobics
and spinning classes, a personal training room, men’s and women’s showers and lockers, a hot yoga studio, a physical
therapy room, and a children’s area (see Exhibit 3, Floor Plan).
Through previous entitlements acquired by the Shops at Rossmoor from the City, the commercial center currently has
2,068 existing parking spaces. With completion of the proposed project, the total number of parking spaces in the
center would be reduced to 1,981 spaces.
Because the project would be constructed on an existing parking lot, construction of the health club would require the
removal of 85,600 square feet of existing asphalt surfaces, installation of 55,640 square feet of new asphalt surface,
application of 119,065 square feet of slurry fill on the existing undisturbed asphalt, and restriping the entire 175,705
square-foot parking lot once the health club center is constructed (Table 2.1). The project site plan includes 16,795
square feet of ornamental landscaping around the perimeter of the health club and within parking lot planters.
Architecturally (see Exhibit 4, Project Elevations), the building would consist of a painted concrete tilt-up wall system
accented with a prefabricated metal panel shell finish system. The entryway would consist of anodized aluminum.
Painted plaster and simulated wood paneling would also be used on the building exterior. An internally illuminated sign
with 40-inch-high letters would adorn the building façade on the south side. The building would have a stepped massing
from 24 feet in height at the side and rear to 28 feet at the entryway to 35 feet at the highest point of the parapet holding
the illuminated sign. Molding along the top of the building and arcade features would be finished with decorative
cornices. Finally, images portraying individuals engaging in physical fitness activities are proposed to be placed on the
rear and side building elevations.
Table 2.1 Site Improvements
Action Area in Square Feet
Asphalt Removal 85,600
Asphalt Replacement 34,523
Asphalt Overlay (over existing) 21,117
Slurry Fill 119,065
Restriping of entire parking lot 174,705
Source: CPT Shops @ Rossmoor
Circulation
The traffic analysis prepared by LSA Associates, Inc. for this EIR found that under existing conditions without the
proposed project, the existing northbound left-turn lane on Seal Beach Boulevard onto Rossmoor Center Drive
experiences queuing deficiencies during periods of peak demand. However, the project description includes a
reconfiguration of the existing northbound left-turn lane which will extend that lane by 145 feet (see Exhibit 5). Not only
will this planned element of the project correct the existing deficiency, it will preclude any additional queuing deficiency
caused by the project.
Under the project, vehicular access would be provided from Rossmoor Center Way via two existing driveways: a 40-
foot-wide driveway just west of the proposed project site (which will be converted to a 36-foot driveway to accommodate
proposed new parking) and a 36-foot-wide driveway just east of the proposed project site. Both driveways currently
provide ingress and egress in a north-south direction into and out of the Shops at Rossmoor shopping center onto
Project Description 2.0
Environmental Impact Report 2.0-3
Rossmoor Center Way. Although not necessary to mitigate impacts of the project on traffic, the applicant proposes to
widen Rossmoor Center Way to install a second westbound lane (see Exhibit 6). This improvement provides a
dedicated lane for turns into the parking lot in front of Sprouts, into the health club parking lot, allowing no thus
minimizing delays to through traffic travelling westbound on Rossmoor Center Way.
Utilities
The site is fully served by public utilities. An eight-inch water main runs west along Rossmoor Center Way before
turning south under the existing 40-foot-wide driveway east of the project site. This main also serves the adjacent
condominium development. Project construction would necessitate the capping of the existing water main under the
proposed project site, extending the main under the 40-foot-wide driveway farther south, and constructing a new eight-
inch main to run west from the driveway approximately 100 feet south and perpendicular to the existing main. Lateral
connections would be made to this new water main.
Project Operation
The health club would provide membership-based fitness services, including access to exercise equipment, group
fitness classes, and personal fitness training. The health club is proposed to operate seven days a week. Hours of
operation would be 5:00 A.M. to 11:00 P.M. Monday through Thursday, 5:00 A.M. to 10:00 P.M. on Fridays, and 8:00
A.M. to 8:00 P.M. on Saturdays and Sundays.
Project Construction
Project construction is anticipated to begin in mid-2017, with completion by mid-2018. Construction would require
demolition of existing asphalt paving on the project site. (Construction program defaults were used for air quality and
greenhouse gas emissions for a conservative estimate of timeframes and resulting emissions.) The default construction
schedule is as follows:
Phase Total Days
Demolition 20
Site Preparation 10
Grading 20
Building Construction 63
Paving 20
Architectural Coating 20
2.0 Project Description
2.0-4 LA Fitness Center
Project Description 2.0
Environmental Impact Report 2.0-5
2.0 Project Description
2.0-6 LA Fitness Center
Project Description 2.0
Environmental Impact Report 2.0-7
2.0 Project Description
2.0-8 LA Fitness Center
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EXHIBIT 5
Project Description 2.0
Environmental Impact Report 2.0-9
EXHIBIT 6
2.0 Project Description
2.0-10 LA Fitness Center
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Land Use and Planning 3.0
Environmental Impact Report 3.0-1
3.0 Land Use and Planning
This section discusses potential conflicts between applicable land use plans, policies, or regulations and the proposed
project, including those pertaining to the Seal Beach General Plan and Zoning Ordinance. The project was found to be
consistent with plans, policies, and regulations of the City’s General Plan and Zoning Ordinance.
Environmental Setting
EXISTING AND SURROUNDING LAND USE
The proposed project is located in the City of Seal Beach and next to the unincorporated Orange County community
of Rossmoor. Currently the site is used as parking for the Shops at Rossmoor. The project site is surrounded by
commercial and residential land uses, and the area is completely urbanized. Nominal ornamental landscaping is
distributed within the existing parking area. The project site sits at an elevation of approximately 16 feet above sea
level on land that slopes gently in a westerly direction. Surrounding uses are summarized in Table 4-1 (Surrounding
Land Uses).
Table 3-1
Surrounding Land Uses
Direction General Plan Designation Zoning District Existing Land Use
Project Site Commercial General GC – General Commercial Parking
North Residential High Density RHD-46 – Residential High Density Apartments
South Commercial General GC – General Commercial Home Goods/PetSmart
East Commercial General GC – General Commercial Sprouts/Marshalls
West Residential High Density RHD-46 – Residential High Density Apartments
The community of Rossmoor, which is immediately adjacent to the Shops at Rossmoor shopping center is a census-
designated community located in unincorporated Orange County. There are 3,430 single family homes, one apartment
complex (Rossmoor Manor), and one townhouse complex (Rossmoor Town Houses) within Rossmoor. The community
of Rossmoor has two shopping centers within its boundaries, but only one—the Rossmoor Village Square—is within
the political boundaries of the Rossmoor Community Services District. The Shops at Rossmoor shopping center, which
is larger, was annexed by the City of Seal Beach in 1967.
Planning and Regulatory Framework
CITY OF SEAL BEACH GENERAL PLAN
Seal Beach is a beach community encompassing 11.5 square miles (or 7,296 acres) along the Pacific Ocean between
the cities of Huntington Beach in Orange County and Long Beach in Los Angeles County. The City boundaries extend
from the coastline to approximately two miles inland. Four major highways cross through the City: the San Diego
Freeway (I-405), I-605, the Garden Grove Freeway (SR 22), and Pacific Coast Highway (SR 1). The General Plan
includes five planning areas which reflect the varied and unique characteristics of the City.1 They are:
• Planning Area 1 – Old Town/Surfside
• Planning Area 2 – Hellman Ranch/Marina Hill/Boeing
1 City of Seal Beach, 2003. General Plan Land Use Element
3.0 Land Use and Planning
3.0-2 LA Fitness Center
• Planning Area 3 – Leisure World
• Planning Area 4 – College Park/Bixby/Rossmoor
• Planning Area 5 – Naval Weapons Station
The project is located in Planning Area 4, which encompasses approximately 541 acres of the northernmost area of
the City and is located north of I-405 and SR 22 (Figure 3-1). It is bounded to the west generally by the San Gabriel
River and to the east by Valley View Road. Planning Area 4 is predominately developed with single-family residential,
commercial, and open space/recreational land uses. It is divided into three subareas: College Park West, College Park
East, and Old Ranch Towne Center/Rossmoor Center.
Old Ranch Towne Center/Rossmoor Center is generally bounded by Seal Beach Boulevard and the unincorporated
community of Rossmoor to the west, I-405 to the south, and the City of Los Alamitos and the Los Alamitos Armed
Forces Reserve Center to the north (Exhibit 3-1). The area supports a mix of commercial, recreational, and residential
uses. The Shops at Rossmoor shopping center and Old Ranch Towne Center shopping center are in this district.
Together they provide more than 650,000 square feet of commercial land uses, including large anchor stores and
smaller community-serving retail and service uses. Immediately to the west of the Shops at Rossmoor is a high-density
residential neighborhood.
Exhibit 3-1
Seal Beach Planning Area 4 Land Use
The General Plan Land Use Element includes policies for each subarea within each Planning Area. The following
policies listed for the Old Ranch Towne Center/Rossmoor Center subarea are relevant to the project:
• Encourage the location and retention of community-serving businesses within these areas.
• Encourage preservation of the existing public and private recreational facilities, and seek opportunities to
enhance parkland and recreational amenities within the planning area.
• Discourage pass-through traffic on Saint Cloud Street by minimizing driveways from Rossmoor Center.
Land Use and Planning 3.0
Environmental Impact Report 3.0-3
• Evaluate proposed uses for the Old Ranch Towne Center and Rossmoor Center for compatibility with adjacent
residential uses and Los Alamitos JFTB operations.
According to the General Plan, the Rossmoor Center, by current zoning classification, is considered a general
commercial use, but the actual uses include a mix of general and service commercial businesses. The land use
element recommends retaining the land use classification for the Rossmoor Center as General Commercial.
CITY OF SEAL BEACH ZONING ORDINANCE
The project site is zoned GC: General Commercial.2 This designation allows “sub-regional and regional centers of
commercial activity and may include both pedestrian- and auto-oriented development (see Exhibit 3-2). Other typical
uses are auto service stations, auto repair, and sales.” (Ord. 1598). Table 11.2.10.010 of the Zoning Ordinance
addresses various land use types and their applicability to the different zoning regulations. Within the GC zone, the
project is covered under “Recreational Commercial” and requires a conditional use permit (CUP). Uses subject to a
CUP require “discretionary review and public hearing by the planning commission pursuant to Chapter 11.5.20:
Development Permits.” A project that requires a CUP requires findings be made that address the following:
1. How is the proposal consistent with the General Plan and with any other applicable plan adopted by the City
Council?
2. Is the proposed use considered to be in conformity with the applicable zoning district and does it comply
with all other applicable provisions of the Municipal Code?
3. Is the site physically adequate for the type, density and intensity of use being proposed, including provision
of services, and the absence of physical constraints?
4. Are the location, size, design, and operating characteristics of the proposed use compatible with and will not
adversely affect uses and properties in the surrounding neighborhood?
5. Will the establishment, maintenance, or operation of the proposed use at the location proposed not be
detrimental to the health, safety, or welfare of persons residing or working in the vicinity of the proposed
use?
2 City of Seal Beach, 2016. Municipal Code, Zoning Ordinance
3.0 Land Use and Planning
3.0-4 LA Fitness Center
Exhibit 3-2
Rossmoor Center Zoning Map
Land Use and Planning 3.0
Environmental Impact Report 3.0-5
Analysis of Consistency with Land Use Plans
Project consistency with applicable General Plan policies related to land use is analyzed below. Consistency
determinations for other elements are addressed in the relevant chapter for each issue.
General Plan Policies Consistency Statement
Land Use Element – Planning Area 4, Old Ranch Towne
Center/Rossmoor Center
Policy 1: Encourage the location and retention of community-
serving businesses within these areas.
Consistent. The proposed health club is a community-serving
business and will be located on a parcel that has been
designated for general commercial land uses.
Policy 2: Encourage preservation of the existing public and
private recreational facilities and seek opportunities to
enhance parkland and recreational amenities within the
planning area.
Consistent. The health club will provide additional recreational
opportunities.
Policy 3: Discourage pass-through traffic on Saint Cloud
Street by minimizing driveways from Rossmoor Center.
Consistent. The project includes an access improvement for
the project. Rossmoor Center Way would be widened to install
a second westbound lane. This improvement provides a
dedicated lane for turns into the health club parking lot,
allowing no delays to through traffic travelling westbound on
Rossmoor Center Way. This would discourage pass-through
traffic on Saint Cloud Street because the project is located off
of Rossmoor Center Drive, and patrons would realistically
enter and exit using the existing Rossmoor Center Way
driveway.
Policy 4: Evaluate proposed uses for the Old Ranch Towne
Center and Rossmoor Center for compatibility with adjacent
residential uses and Los Alamitos JFTB operations.
Consistent. The health club is not a 24-hour club. Hours of
operation would be 5:00 A.M. to 11:00 P.M. Monday through
Thursday, 5:00 A.M. to 10:00 P.M. on Fridays, and 8:00 A.M. to
8:00 P.M. on Saturdays and Sundays. The only noise
associated with the club during operating hours would be
traffic coming and going to the facility, including limited truck
traffic making deliveries. Health and fitness clubs are not
noise-generating land uses. Also, the use is not within any
JFTB impact zone.
Air Quality 4.1
Environmental Impact Report 4.1-1
4.1 Air Quality
This section provides information on the environmental and regulatory air quality setting of the proposed health club
and evaluates the potential amount of regulated air pollutants that could be generated by construction and operation
of the project. The methodologies and assumptions used in the preparation of this section utilize the South Coast Air
Quality Management District’s (SCAQMD) criteria pollutant significance thresholds. Potentially applicable federal,
State, and local regulations were obtained from the U.S. Environmental Protection Agency (U.S. EPA), California Air
Resources Board (CARB), and SCAQMD. As described in this section, the projected emissions of regulated air
pollutants associated with the proposed project would not exceed the CEQA significance threshold developed by the
SCAQMD and therefore, would not result in a significant impact. Mitigation measures are not necessary for the project.
Environmental Setting
Air quality is a function of pollutant emissions and topographic and meteorological influences. The physical features
and atmospheric conditions of a landscape interact to affect the movement and dispersion of pollutants and determine
its air quality.
The U.S. EPA and CARB are the federal and State agencies charged with maintaining air quality in the nation and
State, respectively. The U.S. EPA delegates much of its authority over air quality to CARB. CARB has geographically
divided the State into 15 air basins for the purposes of managing air quality on a regional basis. An air basin is a CARB-
designated management unit with similar meteorological and geographic conditions. The City of Seal Beach is located
in Orange County, which is in the South Coast Air Basin (Basin). The Basin covers Los Angeles County, Orange
County, the western portion of San Bernardino County, and Western Riverside County. The City of Seal Beach is
located along the coast of California, and is approximately 20 miles southeast of Downtown Los Angeles.
REGULATED AIR POLLUTANTS
The U.S. EPA has established National Ambient Air Quality Standards (NAAQS) for six common air pollutants: ozone
(O3), particulate matter (PM), which consists of “inhalable coarse” PM (particles with an aerodynamic diameter between
2.5 and 10 microns in diameter, or PM10) and “fine” PM (particles with an aerodynamic diameter smaller than 2.5
microns, or PM2.5), carbon monoxide (CO), nitrogen dioxide (NO2), sulfur dioxide (SO2), and lead. The U.S. EPA refers
to these six common pollutants as “criteria” pollutants because the agency regulates the pollutants on the basis of
human health and/or environmentally-based criteria.
CARB has established California Ambient Air Quality Standards (CAAQS) for the six common air pollutants regulated
by the federal Clean Air Act (the CAAQS are more stringent than the NAAQS) plus the following additional air pollutants:
hydrogen sulfide (H2S), sulfates (SOX), vinyl chloride, and visibility reducing particles. A description of the regulated,
criteria air pollutants that may be associated with the project, is provided below.
• Ground-level Ozone, or smog, is not emitted directly into the atmosphere. It is created from chemical
reactions between oxides of nitrogen (NOX) and volatile organic compounds (VOCs), also called Reactive
Organic Gasses (ROG), in the presence of sunlight.1 Thus, ozone formation is typically highest on hot sunny
days in urban areas with NOX and ROG pollution. Ozone irritates the nose, throat, and air pathways and can
cause or aggravate shortness of breath, coughing, asthma attacks, and lung diseases such as emphysema
and bronchitis.
1 United States Environmental Protection Agency (U.S. EPA) 2014a. "Basic Information." Basic Information. U.S. EPA, Science and Technology [Air], National
Ambient Air Quality Standards, Six Principal Pollutants, Ozone. November 26, 2014. Web. May 1, 2015.
<http://www.epa.gov/airquality/ozonepollution/basic.html/>.
4.1 Air Quality
4.1-2 LA Fitness Center
• Particulate Matter, also known as particle pollution, is a mixture of extremely small solid and liquid particles
made up of a variety of components such as organic chemicals, metals, and soil and dust particles (U.S. EPA
2013).2
o PM10, also known as inhalable coarse, respirable, or suspended PM10, consists of particles less than
or equal to 10 micrometers in diameter (approximately 1/7th the thickness of a human hair). These
particles can be inhaled deep into the lungs and possibly enter the blood stream, causing health
effects that include, but are not limited to, increased respiratory symptoms (e.g., irritation, coughing),
decreased lung capacity, aggravated asthma, irregular heartbeats, heart attacks, and premature
death in people with heart or lung disease (U.S. EPA 2014b).3
o PM2.5, also known as fine PM, consists of particles less than or equal to 2.5 micrometers in diameter
(approximately 1/30th the thickness of a human hair). These particles pose an increased risk because
they can penetrate the deepest parts of the lung, leading to and exacerbating heart and lung health
effects (U.S. EPA 2014b).
• Carbon Monoxide (CO) is an odorless, colorless gas that is formed by the incomplete combustion of fuels.
Motor vehicles are the single largest source of carbon monoxide in the Ba sin. At high concentrations, CO
reduces the oxygen-carrying capacity of the blood and can aggravate cardiovascular disease and cause
headaches, dizziness, unconsciousness, and even death (U.S. EPA 2015a).4
• Nitrogen Dioxide (NO2) is a by-product of combustion. NO2 is not directly emitted, but is formed through a
reaction between nitric oxide (NO) and atmospheric oxygen. NO and NO2 are collectively referred to as NOX
and are major contributors to ozone formation. NO2 also contributes to the formation of particulate matter.
NO2 can cause breathing difficulties at high concentrations (U.S. EPA 2014c).5
• Sulfur Dioxide (SO2) is one of a group of highly reactive gases known as oxides of sulfur (SO X). Fossil fuel
combustion in power plants and industrial facilities are the largest emitters of SO 2. Short-term effects of SO2
exposure can include adverse respiratory effects such as asthma symptoms. SO2 and other SOX can react to
form PM (U.S. EPA 2015b).6
• Sulfates (SO42-) are the fully oxidized ionic form of sulfur. SO42- are primarily produced from fuel combustion.
Sulfur compounds in the fuel are oxidized to SO2 during the combustion process and subsequently converted
to sulfate compounds in the atmosphere. Sulfate exposure can increase risks of respiratory disease (CARB
2009).7
2 United States Environmental Protection Agency (U.S. EPA) 2013. "Particulate Matter (PM)." Particulate Matter. U.S. EPA, Science and Technology [Air], National
Ambient Air Quality Standards, Six Principal Pollutants. March 18, 2013. Web. July 29, 2015. <http://www.epa.gov/airquality/particlepollution/>.
3 United States Environmental Protection Agency (U.S. EPA) 2014b. "Health." Health. U.S. EPA, Science and Technology [Air], National Ambient Air Quality
Standards, Six Principal Pollutants, Particulate Matter. May 6, 2014. Web. May 1, 2015. <http://www.epa.gov/airquality/particlepollution/health.html/>.
4 United States Environmental Protection Agency (U.S. EPA) 2015a. "Carbon Monoxide." Carbon Monoxide. U.S. EPA, Science and Technology [Air], National
Ambient Air Quality Standards, Six Principal Pollutants. July 23, 2015. Web. July 29, 2015. <http://www.epa.gov/airquality/carbonmonoxide/>.
5 United States Environmental Protection Agency (U.S. EPA) 2014c. "Nitrogen Dioxide." Nitrogen Dioxide. U.S. EPA, Science and Technology [Air], National
Ambient Air Quality Standards, Six Principal Pollutants. August 15, 2014. Web. July 29, 2015. <http://www.epa.gov/airquality/nitrogenoxides/>.
6 United States Environmental Protection Agency (U.S. EPA) 2015b. "Sulfur Dioxide." Sulfur Dioxide. U.S. EPA, Science and Technology [Air], National Ambient
Air Quality Standards, Six Principal Pollutants. March 27, 2015. Web. July 29, 2015. <http://www.epa.gov/airquality/sulfurdioxide/>.
7 California Air Resources Board (CARB) 2009a. "History of Sulfates Air Quality Standard" California Ambient Air Quality Standards. CARB, Air Quality Standards
and Area Designations, Review of Ambient Air Quality Standards, California Ambient Air Quality Standards. November 24, 2009. Web. July 29, 2015.
<http://www.arb.ca.gov/research/aaqs/caaqs/sulf-1/sulf-1.htm/>
Air Quality 4.1
Environmental Impact Report 4.1-3
In addition to criteria air pollutants, the U.S. EPA and CARB have classified certain pollutants as hazardous air
pollutants (HAPs) or toxic air contaminants (TACs), respectively. These pollutants can cause severe health effects at
very low concentrations, and many are suspected or confirmed carcinogens. The U.S. EPA has identified 187 HA Ps,
including such substances as arsenic and chlorine CARB considers all U.S. EPA designated HAPS, as well as
particulate emissions from diesel-fueled engines and other substances, to be a TAC8. A description of Diesel Particulate
Matter (DPM), a regulated TAC that may be associated with the construction and operation of the proposed project, is
provided below:
• DPM is the exhaust from diesel engines comprised includes hundreds of different gaseous and particulate
components, many of which are toxic. Many of the toxic compounds adhere to the particles, and because
diesel particles are very small (less than 2.5 microns in diameter), they can penetrate deeply into the lungs.
Common criteria air pollutants, such as ozone precursors, SO2, and particulate matter, are emitted by a large number
of sources and have effects on a regional basis (i.e., throughout the Basin); other pollutants, such as HAPs, TACs, and
fugitive dust, are generally not as prevalent and/or emitted by fewer and more specific sources. As suc h, these
pollutants have much greater effects on local air quality conditions and local receptors.
CLIMATE
The proposed project is located in the City of Seal Beach, Orange County, California. The City of Seal Beach and the
broader Basin are defined by a Mediterranean climate with dry summers and rainy winters. Seal Beach is approximately
five miles southeast of Long Beach, CA. Since no climate data is readily available for Seal Beach, climate data for
Long Beach is presented instead.
Annual rainfall in Long Beach averages 12.01 inches, with the rainy season occurring in the winter (DRI 2016).9 The
coolest month of the year is December, with an average monthly low of 67.0° Fahrenheit (F). The warmest month is
August, with an average monthly high of 83.9° F. The annual average maximum temperature is 74.2° F, and the annual
average minimum temperature is 54.8° F. Seal Beach is located at an elevation of approximately 13 feet above mean
sea level (AMSL), and the project site is located at an approximate elevation of 15 AMSL.
REGIONAL EMISSIONS LEVELS
CARB’s estimate of the amount of emissions generated within the Basin in 2012, the most recent year for which data
are available, is summarized in Table 4-1.
8 Since CARB’s list of TACs references and includes U.S. EPA’s list of HAPs, this EIR uses the term TAC when referring to HAPs and TACs.
9 Desert Research Institute (DRI) 2016. Long Beach Daugherty Fld, California (045085). Period of Record Monthly Climate Summary: 01/01/1949 to 06/09/2016.
Web. January 2017. <http://www.wrcc.dri.edu/cgi-bin/cliMAIN.pl?ca5085/>.
4.1 Air Quality
4.1-4 LA Fitness Center
Table 4-1
South Coast Air Basin Emissions Summary
Source 2012 Pollutant Emissions (Tons Per Day)
ROG NOX PM PM10 PM2.5 CO SOX
Stationary(A) 104 49 30 21 14 55 10
Area-wide(B) 122 22 17 96 32 102 1
Mobile(C) 240 442 9 37 22 2,114 7
Natural(D) 97 4 31 30 26 301 2
Total(E) 563 517 248 184 94 2,573 20
Source 2012 Pollutant Emissions (Tons Per Year)
ROG NOX PM PM10 PM2.5 CO SOX
Stationary (A) 38,070 17,703 11,060 7,592 4,965 20,148 3,687
Area-wide (B) 44,676 7,957 64,642 35,077 11,826 37,303 365
Mobile (C) 87,527 161,257 3,431 13,396 8,176 771,756 2,409
Natural(D) 35,296 1,606 11,425 10,987 9,308 109,902 840
Total (E) 205,532 188,523 90,557 67,051 34,310 939,109 7,300
Source: CARB 2013, modified by MIG in 2016
(A) Stationary sources include fuel combustion in stationary equipment or a specific type of facility such as printing and metals processing
facilities.
(B) Mobile sources include automobiles, trucks, and other vehicles intended for “on-road” travel and other self-propelled machines such as
construction equipment and all-terrain vehicles intended for “off-road” travel.
(C) Area-wide sources include solvent evaporation (e.g., consumer products, painting, and asphalt paving) and miscellaneous processes
such as residential space heating, fugitive windblown dust, and cooking.
(D) Natural sources include decomposition of organic matter, ocean release, respiration, etc.
(E) Totals may not equal due to rounding.
LOCAL AIR QUALITY
The City of Seal Beach is located within the Basin, which is under the jurisdiction of the SCAQMD. Relative to the
project site, the nearest long-term air quality monitoring site is SCAQMD Station 3195. Station 3195 is located in Source
Receptor Area (SRA) 18 and is representative of the North Coastal Orange County (where the project would be
located). Station 3195 monitors for ozone (O3), carbon monoxide (CO), nitrogen dioxide (NO2), and sulfur dioxide (SO2).
Air monitoring results for SRA 18 over the last three years of available data are summarized in Table 4-2. Table 4-3
summarizes the number of days for each monitoring year that air quality standards were exceeded. Based on the 2013-
2015 air quality monitoring data, the North Orange County Coastal area experienced 2 days in 2015 where air quality
exceeded the State 8-hour for ozone. Records indicate 2014 was the worst year for ozone levels between 2013-2015.
Table 4-2
2013-2015 Local Air Quality
Year
CO (PPM) O3 (PPM) NO2 (ppb) SO2 (ppb)
Max
8-hr
Max
1-hr
Max
8-hr
Max
1-hr AAM
Max
1-hr
Max 24-
hr
2015 2.2 0.099 0.079 52.4 11.6 4.5 --
2014 1.9 0.096 0.079 60.6 10.8 8.8 --
2013 2.0 0.095 0.083 75.7 11.6 4.2 --
Source: SCAQMD 2013-2015
Notes: There is no available data for concentrations of PM10, PM2.5, total suspended particulates, lead, or SO4 at SRA 18 for the years provided.
-- pollutant not monitored
ppm, parts per million
ppb, parts per billion
µg/m3, micrograms per cubic meter
AAM, annual arithmetic mean
Air Quality 4.1
Environmental Impact Report 4.1-5
Table 4-3
2013-2015 Air Quality Standards Days in Exceedance
Year
O3 (PPM)
Fed*
8-hr
State
1-hr
State
8-hr
2015 1 1 2
2014 4 1 6
2013 0 1 2
Source: SCAQMD 2013-2015
Notes: There is no available data for PM10, and PM2.5 violations for SRA 18 for the years provided.
* 0.075 ppm
ATTAINMENT STATUS
Air pollution levels are measured at monitoring locations throughout the Basin. Areas that are in nonattainment with
respect to criteria pollutants are required to prepare plans and implement measures that will bring the region into
attainment. Table 4-4 summarizes the attainment status in the non-desert portion of the Basin for criteria pollutants
(CARB 2015a).10 The non-desert portion of the Basin is currently in nonattainment status for ozone and inhalable and
fine particulate matter.
Pollution problems in the Basin are caused by emissions within the area and the specific meteorology that promotes
pollutant concentrations. Emissions sources vary widely from smaller sources, such as individual residential water
heaters and short-term grading activities, to extensive operational sources, including long-term operation of electrical
power plants and other intense industrial uses. Pollutants in the Basin are blown inland from coastal areas by sea
breezes from the Pacific Ocean and are prevented from horizontally dispersing due to the surrounding mountains. This
is further complicated by atmospheric temperature inversions that create inversion layers. The inversion layer in
Southern California refers to the warm layer of air that lies over the cooler air from the Pacific Ocean. This is strongest
in the summer and prevents ozone and other pollutants from dispersing upward. A ground-level surface inversion
commonly occurs during winter nights and traps carbon monoxide emitted during the morning rush hour.
Table 4-4
South Coast Air Basin Attainment Status (Orange County)
Pollutant Federal State
O3 (1-hr) -- Nonattainment
O3 (8-hr) Nonattainment Nonattainment
PM10 Attainment Nonattainment
PM2.5 Nonattainment1 Nonattainment
CO Attainment Attainment
NO2 Attainment Attainment
SO2 Attainment Attainment
Pb Attainment Attainment
VRP -- Unclassified
SO4 -- Attainment
H2S -- Unclassified
Sources: CARB 2015a
1 In 2011, both the annual PM2.5 standard (15 µg/m3) and the 24-hour PM2.5
standard (98 the percentile greater than 35 µg/m3) were exceeded at only one air
monitoring station, Mira Loma, in Northwestern Riverside County
10 California Air Resources Board (CARB) 2015a. Area Designation Maps – State and National. December 2015. Web. January 2017.
<http://www.arb.ca.gov/desig/adm/adm.htm/>.
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4.1-6 LA Fitness Center
SENSITIVE RECEPTORS
Some populations are more susceptible to the effects of air pollution than the population at large. These susceptible
populations are defined as sensitive receptors. Sensitive receptors include children, the elderly, the sick, and the
athletic. Land uses associated with sensitive receptors include residences, schools, playgrounds, childcare centers,
athletic facilities, long-term health care facilities (including hospitals), rehabilitation centers, convalescent centers, and
retirement homes. Pollutants of particular concern to sensitive receptors include carbon monoxide, toxic air
contaminants, and odors. While odors do not present a health risk themselves, they are often considered a nuisance
by people who live, work, or otherwise are located near outdoor odor sources. The nearest land uses to be considered
sensitive receptors are the residential dwelling units located adjacent to the project site to the north and west ,
approximately 80 feet away from the proposed construction area. No schools are located within one-quarter mile of the
project site.
TOXIC EMISSION SOURCES
Toxic air contaminants (TACs) refer to a diverse group of “non-criteria” air pollutants that can affect human health, but
do not have established ambient air quality standards. TACs are classified as carcinogenic and noncarcinogenic, where
carcinogenic TACs can cause cancer and noncarcinogenic TACs can cause acute and chronic impacts to different
target organ systems (e.g., eyes, respiratory, reproductive, developmental, nervous, and cardiovascular). DPM, which
is emitted in the exhaust from diesel engines, was listed by the State as a TAC in 1998. DPM has historically been
used as a surrogate measure of exposure for all diesel exhaust emissions. DPM consists of fine particles (fine particles
have a diameter less than 2.5 ųm), including a subgroup of ultrafine particles (ultrafine particles have a diameter less
than 0.1 ųm). Collectively, these particles have a large surface area which makes them an excellent medium for
absorbing organics. The visible emissions in diesel exhaust include carbon particles or “soot.” Diesel exhaust also
contains a variety of harmful gases and cancer-causing substances. Exposure to DPM may be a health hazard,
particularly to children whose lungs are still developing and the elderly who may have other serious health problems.
DPM levels and resultant potential health effects may be higher in close proximity to heavily traveled roadways with
substantial truck traffic or near industrial facilities.
According to CARB, there are no existing sources of industrial- or utility-related toxic emissions uses within one-quarter
mile of the project site (CARB 2015b).11 Additionally, the proposed project does not contain equipment or otherwise
attract mobile sources (such as high volume trucks) that could emit high levels of DPM.
LOCAL TRANSPORTATION
Vehicular access to the health club would be provided from Rossmoor Center Way via two existing driveways: a 40-
foot-wide driveway just west of the proposed project site (which would be converted to a 36 -foot driveway to
accommodate proposed new parking) and a 36-foot-wide driveway just east of the proposed project site. Both
driveways currently provide ingress and egress in a north-south direction into and out of the Shops at Rossmoor
shopping center onto Rossmoor Center Way.
The Traffic Impact Analysis (TIA) prepared for the project analyzed existing performance at 11 roadway segments and
15 intersections in the project vicinity (LSA 2016).12 A majority of the roadway segments identified in the TIA operate
at level of service (LOS) B during peak hours under existing conditions, with none of these intersections operating at
LOS D or worse (with the exception of Saint Cloud Drive between Seal Beach Boulevard and Yellowtail Drive during
the morning peak hour). Four key intersections operate at LOS D during peak hours under existing conditions.
11 California Air Resources Board (CARB) 2015b. Facility Search Results: City of Seal Beach. Database year 2015. Web. January 2017.
<https://www.arb.ca.gov/app/emsinv/facinfo/faccrit.php?dd=&grp=1&sort=FacilityNameA&dbyr=2015&ab_=SC&dis_=&co_=30&fname_=&city_=Seal+
Beach&fzip_=&fsic_=&facid_=&all_fac=C&displayit=Pollutant&showpol=&showpol2=/>.
12 LSA 2016. Traffic Analysis: Health Club Within the Shops at Rossmoor. Prepared for the City of Seal Beach. December 2016.
Air Quality 4.1
Environmental Impact Report 4.1-7
ODORS
According to the CEQA Air Quality Handbook, land uses associated with odor complaints include agricultural
operations, wastewater treatment plants, landfills, and certain industrial operations (such as manufacturing uses that
produce chemicals, paper, etc.). The proposed project is not a use generally associated with substantial odors as
identified by SCAQMD.
EXISTING EMISSIONS
The project site currently consists of parking spaces in a parking lot that serves the existing Shops at Rossmoor
shopping center. Therefore, currently there are no direct emissions associated with the area of land where the health
club would be located. As a conservative approach, all emissions related to project construction and operation are
treated as new emissions.
Planning and Regulatory Framework
CLEAN AIR ACT
The Federal Clean Air Act (CAA) defines the U.S. EPA’s responsibilities for protecting and improving the United States
air quality and ozone layer. Key components of the CAA include reducing ambient concentrations of air pollutants that
cause health and aesthetic problems, reducing emission of toxic air pollutants, and stopping production and use of
chemicals that destroy the ozone.
Federal clean air laws require areas with unhealthy levels of ozone, inhalable particulate matter, carbon monoxide,
nitrogen dioxide, and sulfur dioxide to develop State Implementation Plans (SIPs); comprehensive documents that
identify how an area will attain NAAQS. Deadlines for attainment were established in the 1990 amendments to the
CAA based on the severity of an area’s air pollution problem. Failure to meet air quality deadlines can result in sanctions
against the State or the EPA taking over enforcement of the CAA in the affected area. SIPs are a compilation of new
and previously submitted plans, programs, district rules, and State and federal regulations. The SCAQMD implements
the required provisions of an applicable SIP through its AQMP.
CALIFORNIA CLEAN AIR ACT
The California Clean Air Act (CCAA) of 1988 was enacted to develop plans and strategies for attaining California
Ambient Air Quality Standards (CAAQS). The CARB, which is part of the California Environmental Protection Agency
(Cal-EPA), develops statewide air quality regulations, including industry -specific limits on criteria, toxic, and nuisance
pollutants. The CCAA is more stringent than federal law in a number of ways, including revised standards for PM10 and
ozone and State for visibility reducing particles, sulfates, hydrogen sulfide, and vinyl chloride.
2012 AIR QUALITY MANAGEMENT PLAN
The purpose of an AQMP is to bring an air basin into compliance with federal and State air quality standards and is a
multi-tiered document that builds on previously adopted AQMPs. The 2003 AQMP was adopted in August 2003 and
demonstrated O3 and PM10 for the Basin. It also provides the maintenance plans for CO and NO2, which the Basin has
been in attainment for since 1997 and 1992, respectively. The 2007 AQMP for the Basin was approved by the SCAQMD
Board of Directors in June 2007.
The 2007 AQMP builds on the 2003 AQMP and is designed to address the federal 8-hour ozone and PM2.5 air quality
standards. The AQMP identifies short- and long-term control measures designed to reduce stationary, area, and mobile
source emissions, organized into four primary components:
1. District Stationary and Mobile Source Control Measures
2. Air Resources Board (ARB) State Strategy
3. Supplement to ARB Control Strategy
4. SCAG Regional Transportation Strategy and Control Measures
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4.1-8 LA Fitness Center
The 2012 AQMP further builds on the 2007 AQMP to address the federal PM2.5 air quality standard, as well as
proactively addressing the federal 8-hour ozone air quality standard to be attained by 2023. Overall, the 2012 AQMP
projected a three percent reduction in NOx and 17 percent reduction in PM2.5 emissions by 2014, and a three percent
reduction in NOx and one percent reduction in VOC emissions by 2023 compared to respective 2014 and 2023
projected baselines for each pollutant. The AQMP anticipated attainment of the 24 -hour PM2.5 standard by 2014 and
attainment of the 8-hour ozone standard by 2023.
Stationary source control measures in the 2012 AQMP are based on implementation of all feasible control measures
through the application of available cleaner technologies, best management practices, incentive programs, as well as
development and implementation of zero- and near-zero technologies and control methods. These would be applied
to both point source (typically facilities permitted by SCAQMD) as well as area sources associated with smaller/non-
permitted emissions. Notable PM2.5 stationary control measures that will begin implementation in 2013 include further
reductions from the Regional Clean Air Incentives Market (RECLAIM) NOx and SOx cap-and-trade program, further
reductions from residential and open wood burning, and reductions from under-fired charbroilers. Notable ozone
stationary control measures that began implementation in 2015 include targeting reducing emissions from coatings
and solvents, combustion sources, petroleum operations and fugitive volatile organic compounds (VOCs), as well as
incentive and education programs.
Mobile source reduction includes actions seeking further emission reductions from both on-road and off-road mobile
sources, such as accelerated penetration of zero- and near-zero emission vehicles and early retirement of older
vehicles, as well research and development of advanced control technologies from various mobile sources. These
measures are designed to achieve attainment for both PM2.5 and ozone; however, greater reductions in ozone are
necessary to achieve attainment, so a more robust program to reduce NOx emissions that contribute to ozone levels
to evaluate, develop, demonstrate, fund, and deploy new technologies is designed to achieve the necessary reductions.
NOx emissions contribute greatly to ozone levels and are the primary target for reduction to achieve ozone attainment.
SCAG’s Regional Transportation Strategy and Transportation Control Measures included in SCAG’s 2012 Regional
Transportation Plan/Sustainable Communities Strategy (RTP/SCS) are designed to expand infrastructure to limit
congestion and expand transportation choices, as well as encourage population and employment growth in high-quality
transit areas to make transit more feasible. While these measures are primarily intended to affect road congestion and
transportation choices, they also can help achieve substantial measurable reductions in emissions that are
incorporated into the 2012 AQMP.
The SCAQMD is the in process of preparing the 2016 AQMP. The 2016 AQMP represents a new approach, focusing
on available, proven, and cost-effective alternatives to traditional strategies, while seeking to achieve multiple goals in
partnership with other entities promoting reductions in greenhouse gases and toxic risk, as well as efficiencies in energy
use, transportation, and goods movement (SCAQMD 2016).13
SCAQMD RULE BOOK
To control air pollution in the Basin, the SCAQMD adopts rules that establish permissible air pollutant emissions and
governs a variety of businesses, processes, operations, and products to implement the AQMP and the various federal
and state air quality requirements. SCAQMD does not adopt rules for mobile sources; those are established by CARB
or the U.S. EPA. Rules that will be applicable during construction of the proposed project include Rule 403 (Fugitive
Dust) and Rule 1113 (Architectural Coatings). Rule 403 prohibits emissions of fugitive dust from any grading activity,
storage pile, or other disturbed surface area if it crosses the project property line or if emissions caused by vehicle
movement cause substantial impairment of visibility (defined as exceeding 20 percent opacity in the air). Rule 403
13 South Coast Air Quality Management District (SCAQMD) 2016. Air Quality Management Plan. “2016 Air Quality Management Plan Development.” Web.
January 2017. <http://www.aqmd.gov/home/library/clean-air-plans/air-quality-mgt-plan/>.
Air Quality 4.1
Environmental Impact Report 4.1-9
requires the implementation of Best Available Control Measures (BACM). SCAQMD Rule 403, Table 1, provides
measures for construction activities to reduce fugitive dust. This includes measures for the application of water or
stabilizing agents to prevent generation of dust plumes, pre-watering materials prior to use, use of tarps to enclose
haul trucks, stabilizing sloping surfaces using soil binders until vegetation or ground cover effectively stabilize slopes,
hydroseed prior to rain, washing mud and soils from equipment at the conclusion of trenching activities (see SCAQMD
Rule 403, Table 1, for additional details). SCAQMD Rule 1113 establishes maximum concentrations of VOCs in paints
and other applications and establishes the limits for low-VOC coatings.
Environmental Impacts
THRESHOLDS OF SIGNIFICANCE
The proposed project could result in potentially significant impacts related to air quality if it:
A. Conflicts with or obstructs implementation of the applicable air quality plan.
B. Violates any air quality standard or contributes substantially to an existing or projected air quality violation.
C. Results in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-
attainment under an applicable federal or state ambient air quality standard (including releasing emissions
which exceed quantitative thresholds for ozone precursors).
D. Exposes sensitive receptors to substantial pollutant concentrations.
E. Creates objectionable odors affecting a substantial number of people.
To determine if maximum daily criteria pollutant emissions from construction and operation of the proposed project
would be significant under thresholds B and D, this DEIR uses the SCAQMD significance thresholds identified in Table
4-5 below. These thresholds are utilized for the project specific analysis as wel l as determining whether the project
would contribute a cumulatively considerable increase in emissions.
Table 4-5
SCAQMD Maximum Daily Emissions Thresholds
(lbs/day)
Pollutant Construction Operation
NOX 100 55
VOC/ROG 75 55
PM10 150 150
PM2.5 55 55
SOX 150 150
CO 550 550
Lead 3 3
Source: SCAQMD 2014
In addition to the Maximum Daily Emissions Thresholds, the SCAQMD has developed Localized Significance
Thresholds (LSTs) which represent the maximum emissions from a project (for NOx, CO, PM10, and PM2.5) that are not
expected to cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality
standard. These LSTs are developed based on the ambient concentrations of that pollutant for each SRA and distance
to the nearest sensitive receptor. The nearest sensitive receptor is located to the north, approximately 80 feet (25
meters) from where project construction would commence. Although it is voluntary to apply the LSTs to projects,
comments were received from the SCAQMD during the NOP process, recommending LSTs be addressed and
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presented in the EIR14. Table 4-6 below presents the LSTs for a two-acre development in SRA 18, at a distance of 80
feet15.
Table 4-6
SCAQMD LSTs for SRA 18 at 25 Meters (approx. 80 feet)
(lbs/day)
Pollutant Construction Operation
NO2 131 92
PM10 7 2
PM2.5 5 2
CO 962 962
Source: SCAQMD 2009
Impact 4.3. A The proposed project would not conflict with or obstruct implementation of the South Coast
Air Basin 2012 Air Quality Management Plan.
A significant impact could occur if the proposed project conflicts with or obstructs implementation of the South Coast
Air Basin 2012 Air Quality Management Plan. Conflicts and obstructions that hinder implementation of the AQMP can
delay efforts to meet attainment deadlines for criteria pollutants and maintaining existing compliance with applicable
air quality standards. Pursuant to the methodology provided in Chapter 12 of 1993 SCAQMD (CEQA Air Quality
Handbook), consistency with the South Coast Air Basin 2012 AQMP is affirmed when a project: (1) does not increase
the frequency or severity of an air quality standards violation or cause a new violation and (2) is consistent with the
growth assumptions in the AQMP (SCAQMD 1993).16 Consistency review is presented below.
(1) The project would result in short-term construction and long-term pollutant emissions that are less than the
CEQA significance emissions thresholds established by the SCAQMD, as demonstrated in Section 4.3.B et
seq. of this EIR; therefore, the project would not result in an increase in the frequency of any air quality
standards violation and would not case a new air quality standards violation.
(2) The CEQA Air Quality Handbook indicates that consistency with AQMP growth assumptions must be analyzed
for new or amended General Plan elements, Specific Plans, and significant projects. Significant projects
include airports, electrical generating facilities, petroleum and gas refineries, designation of oil drilling distric ts,
water ports, solid waste disposal sites, and off-shore drilling facilities. This project, construction of a health
club facility, does not involve a General Plan Amendment, Specific Plan, and is not considered a significant
project.
Based on the consistency analysis presented above, the proposed project would not conflict with the AQMP; no impact
would occur.
Impact 4.3. B The proposed project would not violate any air quality standard or contribute substantially to
an existing or project air quality violation.
14 The NOP comment letter from the SCAQMD also made recommendations the lead agency perform a mobile source health risk assessment if the proposed
project would generate or attract vehicular trips, especially heavy-duty diesel-fueled vehicles; however, the guidance sited in the NOP comment letter, “Health
Risk Assessment Guidance for Analyzing Cancer Risk from Mobile Source Diesel Idling Emissions for CEQA Air Quality Analysis” is not applicable to this project.
The proposed project would not involve substantial truck idling and movement (such as, but not limited to, truck stops, warehouse and distribution centers, or
transit centers), ship hoteling at ports, and train idling as the SCAQMD document was designed to provide guidance for. Thus, based on the nature of the project
and the conditions under the health club would operate, a mobile source health risk assessment was not prepared.
15 Although the total project area consists of approximately five acres, only approximately two of those five acres would be disturbed. Thus, as a conservative
approach, the LSTs for two-acres is presented and used in the subsequent analysis.
16 South Coast Air Quality Management District (SCAQMD) 1993. CEQA Air Quality Handbook. 1993.
Air Quality 4.1
Environmental Impact Report 4.1-11
A project may have a significant impact if project-related emissions would exceed federal, State, or regional standards
or thresholds, or if project-related emissions would substantially contribute to existing or project air quality violations.
The proposed project would generate short-term construction emissions and long-term operational emissions. As
demonstrated below, short-term and long-term emissions would both have a less than significant impact on air quality
when applying the SCAQMD’s thresholds of significance presented in Tables 4-5 and 4-6.
CONSTRUCTION EMISSIONS
The California Emissions Estimator Model (CalEEMod), Version 2016.3.1 was utilized to estimate emissions from the
proposed construction activities (see Appendix C). CalEEMod is a statewide land use emissions computer model
designed to provide a uniform platform for government agencies, land use planners, and environmental professionals
to quantify potential criteria pollutant and greenhouse gas emissions associated with construction and operation
activities (e.g., vehicle use, energy use, solid waste disposal, etc.). Default model assumptions (e.g., emission factors,
trip lengths, meteorology, etc.) were developed from data submitted from the various California Air Districts to account
for local requirements and conditions based upon land use development.
CalEEMod’s default construction phase lengths were amended to account for an approximately six-month construction
duration, which was presumed to begin in mid-2017. The maximum (summer and winter) results of the analysis are
summarized in Table 4-7. It should be noted that the results presented in Table 4-7 include application of SCAQMD
Rule 403 and require the utilization of applicable best management practices to minimize fugitive dust emissions. A 55
percent reduction in fugitive dust emissions is assumed based on control measures pursuant to SCAQMD 403 (Fugitive
Dust). No criteria pollutants would exceed the daily emissions thresholds established by the SCAQMD; therefore,
construction impacts would be less than significant.
Table 4-7
Maximum Daily Construction Emissions (lbs/day)
Year ROG NOx CO SO2 PM10 PM2.5
2017
Winter 3.2 26.8 16.4 <0.0 3.8 2.3
Summer 3.2 26.8 16.5 <0.0 3.8 2.3
2018
Winter 28.6 25.1 22.9 <0.0 1.8 1.4
Summer 28.6 25.1 23.1 <0.0 1.8 1.4
SCAQMD Threshold 75 100 550 150 150 55
SRA LST -- 131 962 -- 7 5
Potential Impact? No No No No No No
Source: MIG 2016, see Appendix C
Note: Volatile organic compounds are measured as reactive organic compounds
OPERATIONAL EMISSIONS
Long-term criteria air pollutant emissions would result from the operation of the health club. Long-term emissions are
categorized as area source emissions, energy demand emissions, and operational emissions. Operational emissions
would result from automobile and other vehicle sources associated with daily trips to and from the proposed health
club. The CalEEMod modeling program was utilized to estimate mobile source emissions. Trip generation is based
on the TIA prepared by LSA Associates, Inc. (LSA 2016)17. Area source emissions are the combination of many
small emission sources that include use of outdoor landscape maintenance equipment, use of consumer products
such as cleaning products, and periodic repainting of the proposed structure. Energy demand emissions result from
use of electricity and natural gas. Emissions from area sources were estimated using CalEEMod using program
default values for area and energy demand emissions. Operational emissions are summarized in Table 4-8. Long-
17 Average daily traffic is presumed to be 1,218 trips, per the TIA’s analysis.
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term emissions would not exceed the daily thresholds established by the SCAQMD; impacts would be less than
significant.
Table 4-8
Long-Term Daily Emissions (lbs/day)
Year ROG NOx CO SO2 PM10 PM2.5
Summer
Area Sources 0.9 0.0 0.0 0.0 0.0 0.0
Energy Demand 0.0 0.2 0.2 0.0 0.0 0.0
Mobile Sources 2.2 9.9 24.6 0.1 5.6 1.6
Summer Total 3.1 10.1 24.8 0.1 5.6* 1.6
Winter
Area Sources 0.9 0.0 0.0 0.0 0.0 0.0
Energy Demand 0.0 0.2 0.2 0.0 0.0 0.0
Mobile Sources 2.1 10.1 23.7 0.1 <0.0* 1.6
Winter Total 3.1 10.3 23.9 0.1 <0.0* 1.6
SCAQMD Threshold 55 55 550 150 150 55
SRA 18 LST -- 92 962 -- 2 2
Potential Impact? No No No No No* No
Source: MIG 2016
Note: Volatile organic compounds are measured as reactive organic compounds
* - This value reflects on-site emissions from mobile sources only. The proposed project would generate approximately 5.6 lbs of PM10 per day
during operation both on-site and off-site. Based upon the CalEEMod default trip length of 20 miles, vehicles would spend less than one percent
of their total trip at the project site. The SCAQMD guidance specifically states only the on-site emissions should be compared against the LST.
Vehicles would only operate on-site when arriving to, or departing from the Health Club.
Impact 4.3. C The project would not result in a cumulatively considerable net increase of any criteria
pollutant for which the project region is in non-attainment under an applicable federal or State
ambient air quality standard (including releasing emissions which exceed quantitative
thresholds for ozone precursors).
Cumulative short-term, construction-related emissions and long-term, operational emissions from the project would not
contribute considerably to any potential cumulative air quality impact because short-term project and operational
emissions would not exceed any SCAQMD daily threshold. As required for the proposed project, other concurrent
construction projects and operations in the region would be required to implement standard air quality regulations and
mitigation pursuant to State CEQA requirements. Such measures include compliance with SCAQMD Rule 403, which
requires actions to limit dust and particulate matter emissions. Impacts would be less than significant.
Impact 4.3. D The project would not expose sensitive receptors to substantial pollutant concentrations.
The nearest land uses that are considered sensitive receptors are the residential dwelling units located adjacent to the
project site to the north and west. No schools are located within one-quarter mile of the project site. The proposed
health club would not generate toxic pollutant emissions because the proposed fitness and gymnasium uses are
characterized as typical commercial uses that do not produce such emissions. The proposed health club, therefore,
would have a less than significant impact on sensitive receptors relating to toxic pollutant emissions.
In general, SCAQMD and the California Department of Transportation Project-Level Carbon Monoxide Protocol
recommend analyzing CO hotspots when a project has the potential to result in higher CO concentrations within the
region and increase traffic congestion at an intersection operating at LOS D or worse by more than two percent. A CO
hotspot is an area of localized CO pollution that is caused by severe vehicle congestion on major roadways, typically
near intersections.
Air Quality 4.1
Environmental Impact Report 4.1-13
There has been a decline in CO emissions over the past two decades even though vehicle miles traveled on U.S.
urban and rural roads have increased. Three major control programs have contributed to the reduced per vehicle CO
emissions: exhaust standards, cleaner-burning fuels, and motor vehicle inspection/maintenance programs.
CO hotspots have the potential for violation of State and federal CO standards at study area intersections and exposure
to sensitive receptors at those intersections is addressed using the methodology outlined in the California Department
of Transportation Project-Level Carbon Monoxide Protocol. The CO protocol is used as part of project-level analysis
needed for federal conformity determinations, NEPA and CEQA18. The Protocol is the standard method for project-
level CO analysis by Caltrans. Section numbers for the CO Protocol are provided in parenthesis down in the analysis
for ease of reference.
Local impacts from the project need to be examined because the project is not exempt from emissions analysis as
defined by the CO Protocol (3.1.1, 3.1.2, 3.1.9). According to the CO Protocol, projects may worsen air quality if they
significantly increase the percentage of vehicles in cold start modes (by two percent or more), significantly increase
traffic volumes (by five percent or more) over existing volumes, or reduce average speeds on uninterrupted roadway
segments (increase delays at intersections for interrupted roadway segments) (4.7.1). Based on the project traffic
analysis that identifies net traffic volume changes between the existing parking use and the proposed health club, the
proposed project would not increase vehicles operating in cold start mode in the morning, evening, or Saturday peak
hours by more than two percent at any of traffic study intersections; therefore, impacts to sensitive receptors due to
localized CO emissions would be less than significant.
As discussed under Impact 4.3.B, the project would not exceed the local significance thresholds developed by the
SCAQMD. The proposed project would not expose sensitive receptors to substantial pollutant concentrations for PM10,
PM2.5, and NO2. This impact would be less than significant.
Impact 4.3. E The project would not create objectionable odors affecting a substantial number of people.
According to the CEQA Air Quality Handbook, land uses associated with odor complaints include agricultural
operations, wastewater treatment plants, landfills, and certain industrial operations (such as manufacturing uses that
produce chemicals, paper, etc.). Odors are typically associated with industrial projects involving the use of chemicals,
solvents, petroleum products, and other strong-smelling elements used in manufacturing processes, as well as sewage
treatment facilities and landfills. The proposed health club does not include any of the above noted uses or process;
no impact would occur.
During construction, odors associated the use of asphalt for re-surfacing the parking lot would be present during and
a short time after (a few hours) the asphalt is applied. The odor would affect only those people in relative close proximity
(a few hundred feet) to the newly re-surfaced parking lot. The impact would be less than significant.
Mitigation Measures
No mitigation measures are required.
Level of Significance with Mitigation Incorporated
Not applicable.
18 California Department of Transportation (Caltrans). 2014. CO Protocol. “What is the CO Protocol?” Web. Accessed last May 9, 2017.
<http://www.dot.ca.gov/hq/env/air/pages/coprot.htm>
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Greenhouse Gases 4.2
Environmental Impact Report 4.2-1
4.2 Greenhouse Gases
This section provides information on the environmental and regulatory greenhouse gas setting of the proposed project
and evaluates the potential amount of greenhouse gas (GHG) emissions that could be generated by construction and
operation of the project. The methodologies and assumptions used in the preparation of this section utilize the South
Coast Air Quality Management District (SCAQMD) interim GHG significance thresholds, which were based on guidance
provided in the California Air Pollution Control Officers Association (CAPCOA) CEQA and Climate Change white paper.
Potentially applicable federal, State, and local regulations were obtained from the U.S. Environmental Protection
Agency (U.S. EPA), California Air Resources Board (CARB), and SCAQMD. As described in this section, the proposed
project’s greenhouse gas emissions would not exceed the CEQA significance threshold developed by the SCAQMD.
Therefore, the proposed project would not result in a significant impact. Mitigation measures are not necessary.
Environmental Setting
Gases that trap heat in the atmosphere and affect regulation of the earth’s temperature are known as greenhouse
gases. Many chemical compounds found in the earth’s atmosphere exhibit the GHG property. GHG allow sunlight to
enter the atmosphere freely. When sunlight strikes the earth’s surface, it is either absorbed or reflected back toward
space. Earth that has absorbed sunlight warms up and emits infrared radiation toward space. GHG absorb this infrared
radiation and “trap” the energy in the earth’s atmosphere. Entrapment of too much infrared radiation produces an effect
commonly referred to as “global warming.”
GHG that contribute to climate regulation are a different type of pollutant than criteria or hazardous air pollutants
because climate regulation is global in scale, both in terms of causes and effects. Some GHG are emitted to the
atmosphere naturally by biological and geological processes such as evaporation (water vapor), aerobic respiration
(carbon dioxide), and off-gassing from low-oxygen environments such as swamps or exposed permafrost (methane).
However, GHG emissions from human activities such as fuel combustion (e.g., carbon dioxide) and refrigerants use
(e.g., hydrofluorocarbons) significantly contribute to overall GHG concentrations in the atmosphere, climate regulation,
and global climate change. Human production of GHG has increased steadily since pre-industrial times (approximately
pre-1880), and atmospheric carbon dioxide concentrations have increased from a pre-industrial value of 280 parts per
million (ppm) in the early 1800s to 404 ppm in December 2016 (NOAA 2017).1 The effects of increased GHG
concentrations in the atmosphere include climate change (increasing temperature and shifts in precipitation patterns
and amounts), reduced ice and snow cover, sea level rise, and acidification of oceans. These effects in turn will impact
food and water supplies, infrastructure, ecosystems, and overall public health and welfare.
The 1997 United Nations’ Kyoto Protocol international treaty set targets for reductions in emissions of f our specific
greenhouse gases—carbon dioxide, methane, nitrous oxide, and sulfur hexafluoride—and two groups of gases—
hydrofluorocarbons and perfluorocarbons. These GHG are the primary GHG emitted into the atmosphere by human
activities. Water vapor is also a common GHG that regulates the earth’s temperature; however, the amount of water
vapor in the atmosphere can change substantially from day to day, whereas other GHG emissions remain in the
atmosphere for longer periods of time. Black carbon consists of particles emitted during combustion; although a particle
and not a gas, black carbon also acts to trap heat in the Earth’s atmosphere. The six common GHG are described
below.
• Carbon Dioxide (CO2). CO2 is released to the atmosphere when fossil fuels (oil, gasoline, diesel, natural gas,
and coal), solid waste, and wood or wood products are burned.
1 National Oceanic and Atmospheric Administration (NOAA) 2017. “Mauna Loa CO2 Monthly Mean Data.” Trends in Atmospheric Carbon Dioxide. NOAA, Earth
System Research Laboratory, Global Monitoring Division. January 6, 2017. Web. January 9, 2017. <http://www.esrl.noaa.gov/gmd/ccgg/trends/>.
4.2 Greenhouse Gases
4.2-2 LA Fitness Center
• Methane (CH4). CH4 is emitted during the production and transport of coal, natural gas, and oil. Methane
emissions also result from the decomposition of organic waste in municipal solid waste landfills and the raising
of livestock.
• Nitrous Oxide (N2O). N2O is emitted during agricultural and industrial activities, as well as during combustion
of solid waste and fossil fuels.
• Sulfur Hexafluoride (SF6). SF6 is commonly used as an electrical insulator in high voltage electrical
transmission and distribution equipment such as circuit breakers, substations, and transmission switchgear.
Releases of SF6 occur during maintenance and servicing as well as from leaks of electrical equipment.
• Hydrofluorocarbons (HFCs) and Perfluorocarbons (PFCs). HFCs and PFCs are generated in a variety of
industrial processes. Although the amount of these gases emitted into the atmosphere is small in terms of
their absolute mass, they are potent agents of climate change due to their high global warming potential.
GHG can remain in the atmosphere long after they are emitted. The potential for a particular greenhouse gas to absorb
and trap heat in the atmosphere is considered its global warming potential (GWP). The reference gas for measuring
GWP is CO2, which has a GWP of one. By comparison, CH4 has a GWP of 25, which means that one molecule of CH4
has 25 times the effect on global warming as one molecule of CO2. Multiplying the estimated emissions for non-CO2
GHG by their GWP determines their carbon dioxide equivalent (CO2e), which enables a project’s combined global
warming potential to be expressed in terms of mass CO2 emissions. The GWPs and estimated atmospheric lifetimes
of the common GHG are shown in Table 4.2-1.
Table 4.2-1
Global Warming Potential (GWP) of Common GHG (100 Year Horizon)
GHG GWP(A) GHG GWP(A)
Carbon Dioxide (CO2) 1 Perfluorocarbons (PFCs)
Methane (CH4) 25 CF4 6,500
Nitrous Oxide (N2O) 298 C2F6 9,200
Hydrofluorocarbons (HFCs) C4F10 7,000
HFC-23 14,800 C6F14 7,400
HFC-134a 1,430 Sulfur Hexafluoride (SF6) 22,800
HFC-152a 140
HCFC-22 1,700
Source: California Air Resources Board (CARB) 2014. First Update to the Climate Change Scoping Plan. Sacramento, CA. May 2014.
(A) GWPs are based on the United Nations Intergovernmental Panel on Climate Change 4th Assessment Report.
STATE GHG EMISSIONS LEVELS
CARB prepares an annual statewide GHG emissions inventory using regional, State, and federal data sources,
including facility-specific emissions reports prepared pursuant to state’s Mandatory GHG Reporting Program. The
statewide GHG emissions inventory helps CARB track progress towards meeting the state’s AB32 GHG emissions
target of 431 million metric tons of CO2 equivalents (MMTCO2e), as well as establish and understand trends in GHG
emissions2. Statewide GHG emissions for the 2004 to 2014 time period are shown in Table 4.2-2.
2 CARB approved the use of 431 MMTCO2e as the state’s 2020 GHG emission target in May 2014. Previously, the target had been set at 427 MMTCO2e.
Greenhouse Gases 4.2
Environmental Impact Report 4.2-3
Table 4.2-2
Statewide GHG Emissions (MMTCO2e) (2004 – 2014)
Scoping Plan Sector ‘04 ‘05 ‘06 ‘07 ‘08 ‘09 ‘10 ‘11 ‘12 ‘13 ‘14
Agriculture 34 34 36 36 36 34 35 36 37 35 36
Commercial/Residential 44 42 43 43 44 44 45 46 43 43 38
Electric Power 115 108 105 114 120 101 90 88 95 90 88
High GWP 7 8 8 9 10 11 12 14 15 16 17
Industrial 98 95 93 90 90 88 91 90 91 93 93
Recycling and Waste 8 8 8 8 8 8 9 9 9 9 9
Transportation 182 184 184 184 173 166 163 159 159 158 160
TOTAL MMCO2e(A) 488 480 476 484 481 452 445 442 448 444 442
Source: California Air Resources Board (CARB) 2016. California Greenhouse Gas Emission by Scoping Plan Category (Ninth Edition:
2000 to 2014). Sacramento, Ca. March 30, 2016.
(A) Totals may not equal due to rounding. CARB GHG inventory uses GWPs based on the U.N. IPCC’s 4th Assessment Report.
As shown in Table 4-2, statewide GHG emissions have generally decreased over the last decade, with 2014 levels
(442 MMTCO2e) approximately nine percent less than 2004 levels (488 MMTCO2e). The transportation sector (160
MMTCO2e) accounted for more than one-third (approximately 36%) of the State’s total GHG emissions inventory (442
MMTCO2e) in 2014.
Planning and Regulatory Framework
U.S. EPA GHG TAILORING RULE AND GHG REPORTING SYSTEM
On December 7, 2009, the U.S. EPA issued an endangerment finding that current and projected concentrations of the
six Kyoto GHGs (CO2, CH4, N2O, SF6, HFCs, and PFCs) in the atmosphere threaten the public health and welfare of
current and future generations. This finding came in response to the Supreme Court ruling in Massachusetts v. EPA,
which found that GHG are pollutants under the federal Clean Air Act. As a result, the U.S. EPA issued its GHG Tailoring
Rule in 2010, which applies to facilities that have the potential to emit more than 100,000 MTCO2e. In 2014, the U.S.
Supreme Court issued its decision in Utility Air Regulatory Group v. EPA (No. 12-1146), finding that the U.S. EPA may
not treat greenhouse gases as an air pollutant for purposes of determining whether a source is a major source required
to obtain a permit pursuant to the Clean Air Act’s Prevention of Significant Deterioration or Title V operating permit
programs. The U.S. EPA’s Greenhouse Gas Reporting Program requires facilities that emit 25,000 MTCO2e or more
of GHG to report their GHG emissions to the U.S. EPA to inform future policy decisions.
410
420
430
440
450
460
470
480
490
500
2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014
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4.2 Greenhouse Gases
4.2-4 LA Fitness Center
AB32 (CALIFORNIA GLOBAL WARMING SOLUTIONS ACT) AND RELATED GHG RULES
In 2006, the California State Legislature adopted the California Global Warming Solutions Act of 2006, Assembly Bill
(AB) 32, which required CARB to: 1) determine 1990 statewide GHG emissions, 2) approve a 2020 statewide GHG
limit that is equal to the 1990 emissions level, 3) adopt a mandatory GHG reporting rule for significant GHG emission
sources, 4) adopt a Scoping Plan to achieve the 2020 statewide GHG emissions limit, and 5) adopt regulations to
achieve the maximum technologically feasible and cost-effective reductions.
In 2007, CARB approved a statewide 1990 emissions level and corresponding 2020 GHG emissions limit of 427
MMTCO2e, which was subsequently increased to 431 MMCO2e. (CARB 2007, 2014).3 In 2008, CARB adopted its
Climate Change Scoping Plan, which projects, absent regulation or under a “business as usual” (BAU) scenario, 2020
statewide GHG emissions levels of 596 million MTCO2e and identifies the numerous measures (i.e., mandatory rules
and regulations and voluntary measures) that will achieve at least 174 million MTCO2e of reductions and reduce
statewide GHG emissions to 1990 levels by 2020 (CARB 2009a).4 In 2011, CARB released a supplement to the 2008
Scoping Plan Functional Equivalent Document (FED) that included an updated 2020 BAU statewide GHG emissions
level projection of 507 million MTCO2e (CARB 2011),5 and in 2014 CARB adopted its First Update to the Climate
Change Scoping Plan (CARB 2014). The First Update to the Scoping updated the 2020 BAU statewide emissions
project to account for changes in economic forecasts of fuel and energy demand and other factors. Using 2009 to 2011
as the base year, the 2014 Scoping Plan Update reset the 2020 statewide BAU emissions projection at 509 MMTCO2e.
CARB is in the process of developing a second update, the 2017 Climate Change Scoping Plan Update, to reflect the
2030 target set by Executive Order B-30-15 and codified by SB-32, which are discussed below.
Executive Order B-30-15, 2030 Carbon Target and Adaptation, issued by Governor Brown in April 2015, sets a target
of reducing GHG emissions by 40 percent below 1990 levels in 2030. By directing state agencies to take measures
consistent with their existing authority to reduce GHG emissions, this order establishes coherence between the 2020
and 2050 GHG reduction goals set by AB 32 and seeks to align California with the scientifically established GHG
emissions levels needed to limit global warming below two degrees Celsius.
To reinforce the goals established through Executive Order B-30-15, Governor Brown went on to sign SB 32 and AB
197 on September 8, 2016. SB 32 made the GHG reduction target to reduce GHG emissions by 40 percent below
1990 levels by 2030 a requirement as opposed to a goal. AB-197 gives the Legislature additional authority over CARB
to ensure the most successful strategies for lowering emissions are implemented, and requires CARB to, “protect the
state’s most impacted and disadvantaged communities …[and] consider the social costs of the emissions of
greenhouse gases.”
There are five key goals for reducing GHG emissions in California through 2030: (1) increase renewable electricity to
50 percent; (2) double energy efficiency savings achieved in existing buildings and make heating fuels cleaner; (3)
reduce petroleum use in cars and trucks by up to 50 percent; (4) reduce emissions of short-lived climate pollutants,
and (5) manage farms, rangelands, forests and wetlands to increasingly store carbon. In addition, the order requires
CARB to work closely with other state agencies and the public to update the state’s climate change Scoping Plan,
scheduled for completion and adoption in the spring of 2017.
Under the Scoping Plan, approximately 85 percent of the State’s emissions are subject to a cap-and-trade program
where covered sectors are placed under a declining emissions cap. Emissions reductions will be achieved through
regulatory requirements and the option to reduce emissions further or purchase allowances to cover compliance
3 California Air Resources Board (CARB) 2007. Staff Report California 1990 Greenhouse Gas Emissions Level and 2020 Emissions Limit. Sacramento, CA.
November 16, 2007. California Air Resources Board (CARB) 2014. First Update to the Climate Change Scoping Plan. Sacramento, CA. May 2014.
4 California Air Resources Board (CARB) 2009a. Climate Change Scoping Plan – A Framework for Change. Endorsed by ARB December 2008.Sacramento,
CA. May 11, 2009.
5 California Air Resources Board (CARB) 2011. Final Supplement to the AB 32 Scoping Plan Functional Equivalent Document. Released August 19, 2011.
Sacramento, CA. Approved August 24, 2011. http://www.arb.ca.gov/cc/scopingplan/fed.htm
Greenhouse Gases 4.2
Environmental Impact Report 4.2-5
obligations. It is expected that emission reduction from this cap-and trade program will account for a large portion of
the reductions required by AB 32. Execution of AB- 97 may come at the expense of the Cap-and-Trade Program, as
Section 5 of the bill directs CARB to target programs toward “direct” emissions reductions, such as industry and cars.
CALIFORNIA GREEN BUILDING STANDARDS
The 2016 California Green Building Standards Code (CALGREEN) went into effect on January 1, 2017. The purpose
of the addition to the California Building Code is to improve public health, safety, and general welfare by enhancing the
design and construction of buildings using concepts to reduce negative impacts or produce positive impacts on the
environment. The CALGREEN regulations cover planning and design, energy efficiency, water efficiency and
conservation, material conservation and resources efficiency, and environmental quality. CALGREEN 2016 addresses
clean air vehicles and increased requirements for electric vehicle charging infrastructure. Additional updates / additions
to the code include, but are not limited to, a new universal waste code section and a new section for food waste
disposers. Through Ordinance 1661, the City of Seal Beach City Council amended the City Municipal Code – Title 9
Chapter 9.60 – to adopt by reference the 2016 updates to the California: Building Code, Residential Code, Electrical
Code, Mechanical Code, Plumbing Code and Fire Code.
Environmental Impacts
THRESHOLDS OF SIGNIFICANCE
The proposed project could result in potentially significant impacts related to greenhouse gas emissions and global
climate change if it would:
A. Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the
environment.
B. Conflict with an applicable plan, policy, or regulation adopted for the purposes of reducing the em issions of
greenhouse gases.
On December 5, 2008, the SCAQMD Governing Board adopted interim GHG significance thresholds. These thresholds
were based on guidance provided in the CAPCOA CEQA and Climate Change white paper; thus, a non-zero threshold
based on Approach 2 of the handbook will be used (CAPCOA 2008).6 Threshold 2.5 (Unit-Based Thresholds Based
on Market Capture) establishes a numerical threshold based on capture of approximately 90 percent of emissions from
future development. The latest threshold developed by the SCAQMD using this method is 3,000 metric tons carbon
dioxide equivalent (MTCO2e) per year for residential and commercial projects 7 (SCAQMD 2010).8
Pursuant to Section 15064.4 of the CEQA Guidelines, a lead agency has the discretion, in evaluating the significance
of GHG emissions in the context of a particular project, to consider the “extent to which the project complies with
regulations or requirements adopted to implement a statewide, regional, or local plan for the reduction or mitigation of
greenhouse gas emissions.” As such, the City of Seal Beach is applying SCAQMD’s 3,000 MTCO2e threshold for
determining the proposed project’s GHG emissions significance.
Impact 4.2.A The proposed project would not generate greenhouse gas emissions, either directly or
indirectly, that would have a significant impact on the environment.
6 California Air Pollution Control Officers Association (CAPCOA) 2008. CEQA & Climate Change. January 2008.
7 This threshold is based on the review of 711 CEQA projects.
8 South Coast Air Quality Management District (SCAQMD) 2010. CEQA Significance Thresholds Working Group. Meeting #15, Main Presentation. September
28, 2010.
4.2 Greenhouse Gases
4.2-6 LA Fitness Center
The proposed project would generate GHG emissions from construction and operation of the new health club. As
described in Section 4.1, Air Quality, project emissions were quantified using the California Emissions Estimator Model
(CalEEMod), Version 2016.3.1 to determine if the project could have a cumulatively considerable impact related to
greenhouse gas emissions (see Appendix C). These emissions, presented in Table 4.2-3, account for GHG emissions
from construction activities and operational activities.
Operational emissions associated with the proposed project would include GHG emissions from mobile sources
(transportation), energy, water use and treatment, waste disposal, and area sources. GHG emissions from electricity
use are indirect GHG emissions from the energy (purchased energy) that is produced offsite. Area sources are owned
or controlled by the project (e.g., natural gas combustion, boilers, and furnaces) and produced onsite. Construction
activities are short term and cease to emit greenhouse gases upon completion, unlike operational emissions that are
continuous year after year until operation of the use ceases. Because of this difference, SCAQMD recommends
amortizing construction emissions over a 30-year operational lifetime. This normalizes construction emissions so that
they can be grouped with operational emissions to generate a precise project-based GHG inventory.
Table 4.2-3
Project Construction and Operational GHG Emissions (MMTCO2e)
Source GHG Emissions (Metric Tons/YR)
CO2 CH4 N2O Total*
Construction
Grand Total 106.0 <0.0 <0.0 106.5
30-Year Amortization 3.5 <0.0 <0.0 3.6
Operational
Area <0.0 0.0 0.0 <0.0
Energy 158.6 <0.0 <0.0 159.2
Mobile 1,103.6 0.1 0.0 1,105.1
Solid Waste 42.8 2.5 0.0 106.1
Water and Wastewater 14.5 0.1 <0.0 106.1
Total 1,319.5 2.7 <0.0 1,476.5
Total Construction + Operational 1,323.0 2.7 <0.0 1,480.1
Proposed SCAQMD Screening Threshold 3,000
Exceeds Screening Threshold? No
Source: MIG 2016, see Appendix C
* MTCO2e/YR
Notes: Slight variations may occur due to rounding. Construction emissions amortized over 30 years.
As described above, on December 5, 2008, the SCAQMD Governing Board adopted interim GHG significance
threshold based on guidance provided in the CAPCOA CEQA and Climate Change white paper. Application of the
latest threshold developed by the SCAQMD using Approach 2 in the handbook resulted in a quantitative GHG threshold
of 3,000 MTCO2e per year for residential and commercial projects. GHG emissions with the proposed project would
not exceed the 3,000 MTCO2e threshold; therefore, the impact would be less than significant.
Impact 4.2.B The proposed project would not conflict with an applicable plan, policy or regulation adopted
for the purpose of reducing the emissions of greenhouse gases.
Seal Beach has adopted the 2013 edition of the CBC (Title 24), including CALGREEN. The project would be subject
to CALGREEN standards, which require that new development projects reduce water consumption, employ building
Greenhouse Gases 4.2
Environmental Impact Report 4.2-7
commissioning to increase building system efficiencies for large buildings, divert construction waste from landfills, and
utilize low pollutant-emitting finish materials. The proposed project does not include any feature (i.e., substantially alter
energy demands) that would interfere with implementation of these state and City codes and plans. The City o f Seal
Beach does not have any additional plans, policies, standards, or regulations related to climate change and GHG
emissions. Also, no other government-adopted plans or regulatory programs in effect at this time have established a
specific performance standard to reduce GHG emissions from a single building project. No impact would occur.
Mitigation Measures
No mitigation measures are required.
Level of Significance with Mitigation Incorporated
Not applicable.
4.2 Greenhouse Gases
4.2-8 LA Fitness Center
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Noise 4.3
Environmental Impact Report 4.3-1
4.3 Noise
This section analyzes potential noise impacts that could result from construction and operation of the proposed health
club. This section summarizes the analysis and findings of the January, 2017 Noise Study prepared by Veneklasen
Associates. The full noise study is contained in Appendix D. Also, in response to a request by the City’s Environmental
Quality Control Board at its April 5, 2017 hearing, supplemental noise monitoring was conducted from April 14 to April
21, 2017. The long-term monitoring equipment was located in the same location as the previous monitoring survey
performed for the acoustical report dated January 26, 2017. Based on the more recent measurements, the calculated
Community Noise Equivalent Level (CNEL) values ranged from CNEL 54 to 59. These results are similar to the original
findings discussed in the January 2017 acoustical report; no further analysis based on the new measurements was
warranted.
Environmental Setting
CHARACTERISTICS OF NOISE
Noise generally is defined as unwanted sound and can be an undesirable by-product of society’s normal day-to-day
activities. Sound becomes unwanted when it interferes with normal activities, causes actual physical harm, or has an
adverse effect on health.
People judge the relative magnitude of sound sensation in subjective terms such as “noisiness” or “loudness.”
However, the sound pressure magnitude can be objectively measured and quantified using a logarithmic ratio of
pressures which yields the level of sound, utilizing the measurement scale of decibels (dB). The decibel is generally
adjusted to the A-weighted level (dBA) which de-emphasizes very low frequencies to better approximate the human
ear’s range of sensitivity. In practice, the noise level of a sound source is measured using a sound level meter that
includes an electronic filter corresponding to the A-weighting curve. Table 4.3-1 defines the decibel along with other
technical terms used in this analysis.
Table 4.3-1
Definitions of Noise-Related Terms
Term
Definition
Decibel, dB A unit describing the amplitude of sound equivalent to 20 times the logarithm, to the base 10, of the
ratio of the pressure of the sound to the reference pressure of 20 Pa.
Frequency, Hz The number of complete pressure fluctuations per second above and below atmospheric pressure.
A-Weighted Sound
Level, dBA
The sound pressure level in decibels as measured in an A-weighting filter network. The A-weighting
de-emphasizes the very low frequency components of the sound in a manner similar to the
frequency response of the human ear and correlates well with subjective reactions to noise. All
sound levels in this report are in the A-weighted scale.
L0 (Lmax ), L2, L8, L25,
L50
The A-weighted noise levels that are exceeded 0 percent (maximum noise level), 2 percent, 8
percent, 25 percent, and 50 percent of the time during the measurement period.
Equivalent Noise
Level, Leq
The average A-weighted noise level during the stated measurement period.
Community Noise
Equivalent Level,
CNEL
The average A-weighted noise level during a 24-hour day, obtained after addition of 5 decibels in
the evening from 7:00 P.M. to 10:00 P.M., and after addition of 10 decibels to noise levels in the night
between 10:00 P.M. and 7:00 A.M.
Day-Night Noise
Level, DNL, Ldn
The average A-weighted noise level during a 24-hour day, obtained after addition of 10 decibels to
levels measured in the night between 10:00 P.M. and 7:00 A.M.
4.3 Noise
4.3-2 LA Fitness Center
Table 4.3-1
Definitions of Noise-Related Terms
Term
Definition
Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental
noise at a given location.
Impulsive Noise Sound of short duration. Typically associated with an abrupt onset and rapid decay (i.e., gun-shots,
etc.).
Pure Tones A sound wave, residing over a small range of frequencies, which has a sinusoidal behavior over
time.
VdB
Unit of measurement used by FHWA to describe ground-borne vibration. Equivalent to 20 times
the logarithm, to the base 10, of the ratio of the root mean square ground -borne velocity to the
reference of reference of 1x10-6 in/sec.
Even though the A-weighted scale accounts for the relative loudness perceived by the human ear and, therefore, is
commonly used to quantify individual events or general community sound levels, the degree of annoyance or other
response effects also depends on several other perceptibility factors, including:
• Ambient (background) sound level
• Magnitude of the event sound level relative to the background noise
• Spectral (frequency) composition (e.g. presence of tones)
• Duration of the sound event
• Number of event occurrences, repetitiveness, and intermittency
• Time of day the event occurs
In determining the daily level of environmental noise, it is important to account for the difference in human responses
to daytime and nighttime noises. At night, exterior background noise levels are generally lower than daytime levels.
However, most household noise also decreases at night, and exterior noise may become increasingly noticeable.
Further, most people sleep at night and have greater sensitivity to noise intrusion. To account for human sensitivity to
nighttime noise levels, a 24-hour descriptor, the Community Noise Equivalent Level (CNEL) has been developed. The
CNEL divides the 24-hour day into a daytime period of 7:00 A.M. to 7:00 P.M., an evening period from 7:00 P.M. to 10:00
P.M., and a nighttime period of 10:00 P.M. to 7:00 A.M. In determining the CNEL, noise levels occurring during the
evening period are increase by 5 dB, while noise levels occurring during the nighttime period are increased by 10 dB
to account for the greater sensitivity during the evening and nighttime periods. The effects of noise on people fall into
three general categories:
• Subjective effects of annoyance and nuisance
• Interference with activities such as speech, sleep and learning
• Physiological effects such as hearing loss
In most cases, the levels associated with environmental noise produce effects only in the first two categories. However,
workers in industrial plants may experience noise effects in the last category. There is no completely effective way to
measure the subjective effects of noise or the corresponding reactions of annoyance, because of the wide variation in
individual thresholds of annoyance and degrees to which people become acclimated to noise. Thus, an important way
of determining a person's subjective reaction to a new noise source is by comparison to the existing environment to
which they are accustomed (the “ambient environment”). In general, the more the level of a noise event exceeds the
prevailing ambient noise level, the less acceptable the noise source will be to those exposed to i t. With regard to
increases in A-weighted noise levels, the following relationships are applicable to this analysis:
Noise 4.3
Environmental Impact Report 4.3-3
• Except in carefully controlled laboratory experiments, a 1 dBA change cannot be perceived.
• Outside of a laboratory, a 3 dBA change will be generally perceivable by most people.
• A change in level of at least 5 dBA is considered a noticeable change by most people.
• A 10 dBA change will result in the perception of doubling or halving the loudness of the noise.
Common noise levels associated with various activities are shown on Exhibit 4.3-1, Common Noise Levels.
Exhibit 4.3-1
Common Noise Levels
Source: Veneklasen Associates
Noise sources are either “point sources,” such as stationary equipment or individual motor vehicles, or “line sources,”
such as a roadway with a large number of mobile point sources (motor vehicles). Sound generated by a stationary
point source typically diminishes (attenuates) at a rate of 6 dBA for each doubling of distance from the source to the
receptor at acoustically “hard” sites, and at a rate of 7.5 dBA at acoustically “soft” sites.1 For example, a 60 dBA noise
level measured at 50 feet from a point source at an acoustically hard site would be 54 dBA at 100 feet from the source
and it would be 48 dBA at 200 feet from the source. Sound generated by a line source typically attenuates at a rate of
3 dBA and 4.5 dBA per doubling of distance from the source to the receptor for hard and soft sites, respectively.2
Human-made or natural barriers can also attenuate sound levels. The minimum attenuation of exterior to interior noise
provided by typical structures is provided in Table 4.3-2.
1 U.S. Department of Transportation, Federal Highway Administration, Highway Noise Fundamentals, (Springfield, Virginia: U.S. Department of Transportation,
Federal Highway Administration, September 1980), p. 97. A "hard" or reflective site does not provide any excess ground-effect attenuation and is characteristic
of asphalt, concrete, and very hard packed soils. An acoustically "soft" or absorptive site is characteristic of normal earth and most ground with vegetation.
2 U.S. Department of Transportation, Federal Highway Administration, Highway Noise Fundamentals, (Springfield, Virginia: U.S. Department of Transportation,
Federal Highway Administration, September 1980), p. 97.
4.3 Noise
4.3-4 LA Fitness Center
Table 4.3-2
Outside to Inside Noise Attenuation (dBA)
Building Type
Open
Windows
Closed
Windows1
Residences
Schools
Churches
Hospitals/Convalescent Homes
Offices
Theaters
Hotels/Motels
17
17
20
17
17
20
17
25
25
30
25
25
30
25
Source: Transportation Research Board, National Research Council, Highway Noise: A Design Guide for Highway
Engineers, National Cooperative Highway Research Program Report 117.
1 As shown, structures with closed windows can attenuate exterior noise by a minimum of 25 to 30 dBA.
CHARACTERISTICS OF VIBRATION
Vibration is minute variation in pressure through structures and the earth, whereas, noise is minute variation in pressure
through air. Some vibration effects can be caused by noise; e.g., the rattling of windows from truck passing. This
phenomenon is related to the coupling of the acoustic energy at frequencies that are close to the resonant frequency
of the material being vibrated. Ground-borne vibration attenuates rapidly as distance from the source of the vibration
increases. Vibration amplitude can be measured as peak particle velocity (PPV), the maximum instantaneous peak
amplitude in inches per second, or root-mean-square (RMS) velocity in inches per second or as vibration level in
decibels (VdB) referenced to one micro-inch per second. The ratio between the PPV and the maximum RMS amplitude
is termed the “crest factor.” According to the Federal Transit Administration (FTA), the PPV level for construction
equipment is typically 1.7 to 6 times greater than the RMS vibration level. The FTA uses a crest factor of 4 for t he
conversion of PPV levels to RMS vibration levels. For the purposes of ground-borne vibration analysis of impacts to
existing structures, vibration velocity is described in terms of PPV. For the analysis of the human response to vibration,
VdB is utilized.3
The vibration velocity threshold of perception for humans is approximately 65 VdB, and a vibration velocity of 75 VdB
is the approximate dividing line between barely perceptible and distinctly perceptible levels for many people. Most
perceptible indoor vibration is caused by sources within buildings such as operation of mechanical equipment,
movement of people, or the slamming of doors. Typical outdoor sources of perceptible ground-borne vibration are
construction equipment, steel-wheeled trains, and traffic on rough roads. Common ground-induced vibrations related
to roadway traffic and construction activities pose no threat to buildings or structures. If a roadway is smooth, the
ground-borne vibration from traffic is barely perceptible. The range of interest is from approximately 50 VdB, which is
typically the background vibration velocity, to 94 VdB. This 94 VdB vibration level corresponds to 0.2 PPV, which is the
general threshold where minor damage can occur in non-engineered timber and masonry buildings.
EXISTING NOISE ENVIRONMENT
The proposed project site is currently used as parking for retail development within the Shops at Rossmoor. As such,
the project site currently experiences frequent automobile arrivals and departures associated with use of the retail
shops. While arrivals and departures associated with the retail uses occur during the posted store operating hours,
arrivals and departures associated with unauthorized use of the lot during nighttime hours also may occur.
The project site is located on the rear/service side of existing retail stores to the east, meaning truck trailer loading
docks are located in this area. Thus, this area experiences sporadic semi -truck deliveries during the daytime store
3 U.S. Department of Transportation, Federal Transit Administration, Transit Noise and Vibration Impact Assessment, (Washington, DC: U.S. Department of
Transportation, Federal Transit Administration, May 2006), p. 7-8.
Noise 4.3
Environmental Impact Report 4.3-5
operating hours, as observed during site visits. Truck trailer deliveries create temporary noise spikes with opening of
trailer gates, extending of delivery ramps, and cold starting of diesel engines. Deliveries to the Shops at Rossmoor are
limited to the hours of 7:00 A.M. and 8:00 P.M. Monday through Friday and 8:00 A.M. and 8:00 P.M. on weekends and
holidays. The project building would shield the majority of the existing retail delivery area from the nearby residential
complexes.
Existing Ambient Monitored Noise Levels. To establish existing ambient noise levels in residential areas
surrounding the project site, a field monitoring study was conducted. Measurements were performed near the project
site (see Exhibit 4.3-2, below) for documenting the ambient conditions. A Bruel & Kjaer Model 2270 Sound Level Meter,
which satisfies the American National Standards Institute (ANSI) for general environmental noise measurement
instrumentation, was located on the property line of the residential complex to the west of the project site from 9:00
P.M. November 5 through 9:00 P.M. November 7, 2016. This captured both a full weekend 24 hours and weekday 24
hours. Noise readings were measured over five-minute intervals with “A” frequency fast time weighting. Table B.1 in
Appendix B of Appendix D (Noise Assessment) provides the results from the long-term monitoring.
Exhibit 4.3-2
Project Site and Noise Monitoring Location
In general, the weather conditions were normal for the field monitoring study. The first night, a delivery truck stationed
at the easternmost parking slots near Home Goods skewed the results higher than what is expected on most nights.
The results cited below, and used for analysis, are the lower of the two nights; lower ambient levels provide less
masking to any noise specifically from the project or its parking lot. The measurement location itself was also highly
suited to measuring levels with the quietest ambient (most susceptible to disturbances) as it was away from any local
street noise (parking lot car routes) and shielded from direct street noise.
Typical noise levels generated for the measurements were vehicular noise from local parking traffic and streets. Any
human noises from the existing commercial neighbors or residential neighbors were averaged out of the levels
reported.
Project Site
Long-term noise
monitor location
Rossmoor Center Way
Mo
n
t
e
c
i
t
o
R
o
a
d
4.3 Noise
4.3-6 LA Fitness Center
Based on the long-term monitor measurements at the residences, the loudest one-hour LEQ was 53 dBA. In addition,
a 56 CNEL was calculated at the residential units to the west. This is consistent with the General Plan Noise Element,
which shows that the residential complexes are located partially within the projected 60 CNEL noise contour for
roadway and freeway noise (Exhibit 4.3-3, below).
Exhibit 4.3-3
Future CNEL Noise Contours
Source: Veneklasen Associates
Planning and Regulatory Framework
Many government agencies have established noise regulations and policies to protect people from potential hearing
damage and various other adverse physiological and social effects associated with noise and ground-borne vibration.
The City of Seal Beach has adopted the General Plan Noise Element and a Noise Ordinance, which are based in part
on federal and State regulations and are intended to control, minimize, or mitigate environmental noise effects. The
regulations and policies that are relevant to project construction and operation noise are discussed below.
STATE OF CALIFORNIA – APPLICABLE NOISE STANDARDS
The CEQA Guidelines provide guidance for the evaluation of significant impacts of environmental noise attributable to
a proposed project. The Guidelines ask whether the project would result in:
1. Exposure of persons to or generation of noise levels in excess of standards established in the local General Plan
or Noise Ordinance or applicable standards of other agencies.
2. Exposure of persons to or generation of excessive ground-borne vibration or ground-borne noise levels.
3. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the
project.
4. A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing
without the project.
5. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles
of a public airport or public use airport, would the project expose people residing or working in the project area to
excessive noise levels?
6. For a project within the vicinity of a private airstrip, would the project expose people residing or working in the
project area to excessive noise levels?
Project Site
Noise 4.3
Environmental Impact Report 4.3-7
The CEQA Guidelines and the City’s Noise Element provide no definition of what constitutes a substantial noise
increase. Typically, in high noise environments, if the CNEL due to the project would increase by 3 dBA at noise
sensitive receptors, the impact is considered significant.
LOCAL
City of Seal Beach Noise Element and Municipal Code Noise Ordinance. The City of Seal Beach General Plan
Noise Element establishes noise/land use compatibility criteria used for the purpose of siting new land ues. Multifamily
residential uses can be considered normally acceptable within noise environments of up to 65 CNEL. Refer to Table
4.3-3 for noise limits.
Section 7.15.015 of the Seal Beach Municipal Code states that the noise level in a residential zone cannot exceed 55
dBA between 7:00 A.M. and 10:00 P.M. and 50 dBA between 10:00 P.M. and 7:00 A.M. These limits apply to cumulative
period of more than 30 minutes in an hour. The limits increase by 5 dBA for a cumulative period of more than 15
minutes in an hour, 10 dBA for 5 minutes in an hour, 15 dBA for 1 minute in an hour, and 20 dBA for any period of time.
Section 7.15.025 states that noise related to construction performed between 7:00 A.M.. and 8:00 P.M. on weekdays
and between 8:00 A.M. and 8:00 P.M.. on Saturdays is exempt from Code limits.
The Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment document offers guidelines
for assessment of construction noise that take into account the existing environment, absolute noise levels of
construction activity, duration of construction activity, and adjacent land uses. Recognizing that construction activity is
noisy, the FTA document provides the suggested mitigation to minimize construction noise impacts. Many jurisdictions,
although not Seal Beach, have adopted such criteria for all construction projects.
1. When adjacent to occupied noise-sensitive land uses, implement a construction-related noise mitigation plan.
This plan would depict the location of construction equipment storage and maintenance areas and document
methods to be employed to minimize noise impacts on adjacent noise-sensitive land uses.
2. Construction equipment shall utilize noise-reduction features (e.g. mufflers and engine shrouds) that are no
less effective than those originally installed by the manufacturer.
3. Haul truck deliveries are subject to the same hours specified for construction. Additionally, the plan shall
denote any construction traffic haul routes where heavy trucks would exceed 100 daily trips (counting those
both to and from the construction site). To the extent feasible, the plan shall denote haul routes that do not
pass sensitive land uses or residential dwellings.
Section 7.15.035 states that building permits will not be issued if HVAC equipment noise exceeds 50 dBA at adjacent
residential areas. It further states that building permits may be issued if a timing device deactivates the HVAC
equipment between 10:00 P.M. and 7:00 A.M. and equipment noise does not exceed 55 dBA.
Table 4.3-3
Project Noise Restrictions
Activity Standard
Exterior Noise at Multi-Family Residences 65 CNEL
Exterior Noise at Non-Residential 70 CNEL
Interior Noise in Non-Residential 50 dBA
Construction Noise
Limited to the hours of:
7:00AM – 8:00PM Weekdays
8:00AM – 8:00PM Saturdays
4.3 Noise
4.3-8 LA Fitness Center
Table 4.3-3
Project Noise Restrictions
Activity Standard
Exterior Noise at Multi-Family Residences 65 CNEL
Operational Noise
At residential property, more than 30-minute duration:
55 dBA from 7:00 A.M. to 10:00 P.M.
50 dBA from 10:00 P.M. to 7:00 A.M.
At residential property, 15 to 30-minute duration:
60 dBA from 7:00 A.M. to 10:00 P.M.
55 dBA from 10:00 P.M. to 7:00 A.M.
At residential property, 5 to 15-minute duration:
65 dBA from 7:00 A.M. to 10:00 P.M.
60 dBA from 10:00 P.M. to 7:00 A.M.
At residential property, 1 to 5-minute duration:
70 dBA from 7:00 A.M. to 10:00 P.M.
65 dBA from 10:00 P.M. to 7:00 A.M.
At residential property, less than 1-minute duration:
75 dBA from 7:00 A.M. to 10:00 P.M.
70 dBA from 10:00 P.M. to 7:00 A.M.
HVAC Equipment Noise
At residential property:
50 dBA anytime
55 dBA if non-operational from 10:00 P.M. to 7:00 A.M.
City of Seal Beach Noise Element – Groundborne Vibration. The City’s Noise Element requires construction activity
to comply with the local Noise Ordinance, which does not provide limits on groundborne vibration. The FTA Transit
Noise and Vibration Impact Assessment document referenced above offers the following vibration criteria (Table 4.3-
4).
Table 4.3-4
Groundborne Vibration Impact Criteria for General Assessment
Land Use Category Impact Levels (VdB)
Frequent Eventsa Occasional Eventsb Infrequent Eventsc
Category 1: Building where
vibration would interfere with
interior operation
65d 65d 65d
Category 2: Residences and
building where people
normally sleep
72 75 80
Category 3: Institutional land
uses with primarily daytime
uses
75 78 83
Vibration levels are measures in or near the vibration-sensitive use.
a. “Frequent Events” is defined as more than 70 vibration events of the same source per day.
b. “Occasional Events” is defined as between 30 and 70 vibration events of the same source per day.
c. “Infrequent Events” is defined as fewer than 30 vibration events of the same source per day.
d. This criterion limit is based on levels that are acceptable for most moderately sensitive equipment such as optical microscopes.
Vibration-sensitive manufacturing or research will require detailed evaluation to define the acceptable vibration levels.
Source: Federal Transit Administration, Transit Noise Impact and Vibration Assessment, May 2006
Noise 4.3
Environmental Impact Report 4.3-9
Environmental Impacts
THRESHOLDS OF SIGNIFICANCE
The proposed project could result in a significant land use impact if it would result in:
A. Exposure of persons or generation of noise levels in excess of standards established in the local general plan
or noise ordinance, or applicable standards of other agencies.
B. Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels.
C. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without
the project.
D. A substantial temporary or periodic increase in ambient noise levels in the project vicinit y above levels existing
without the project.
Impact 4.3. A The proposed project would not expose persons or generate noise levels in excess of
standards established in the local general plan or noise ordinance, or applicable standards
of other agencies. Impact would be less than significant.
Analysis of the existing and future noise environments presented in this section is based on technical reports, long and
short-term noise monitoring, and noise prediction modeling. Traffic volumes utilized for future traffic noise calculations
were based on information provided in the traffic study prepared by LSA Associates in January, 2017 for this project.
Using the LSA January, 2017 traffic study information, the changes in dBA levels were calculated for potential future
noise conditions due to future traffic volumes associated with the proposed project and increases in background traffic.
At approximately 1,000 feet from Seal Beach Boulevard, the residential neighbors are barely affected by traffic noise.
Effects are similar for Montecito Road at approximately 450 feet away. Rossmoor Center Way traffic will have a greater
influence due to its proximity. The calculated decibel effects due to traffic changes are shown in Table 4.3-5 below,
regardless of distance to the residential complexes.
Table 4.3-5
Traffic Noise Levels (dBA) Increases over Time vs. 2016
Road Opening Year (2018)
No Project
Opening Year (2018)
with Project
Future Year
No Project
Future Year
with Project
Seal Beach Blvd (avg. of
segments north and south of
Rossmoor Center Way) –
Weekday/Saturday
0.20/0.24 0.27/0.29 0.54/0.58 0.60/0.62
Rossmoor Center Drive
between Eastern and Western
Internal Drives –
Weekday/Saturday
0.04/0.04 1.30/0.79 0.39/0.39 1.56/1.09
Rossmoor Center Drive
between Western Internal
Drive and West Road –
Weekday/Saturday
0.04/0.04 0.04/0.04 0.39/0.39 0.39/0.39
Rossmoor Center Drive
between West Road and
Montecito –
Weekday/ Saturday
0.04/0.04 0.24/0.17 0.39/0.39 0.58/0.51
4.3 Noise
4.3-10 LA Fitness Center
Table 4.3-5
Traffic Noise Levels (dBA) Increases over Time vs. 2016
Road Opening Year (2018)
No Project
Opening Year (2018)
with Project
Future Year
No Project
Future Year
with Project
Montecito Blvd (avg. of
segments north and south of
Rossmoor Center Way) –
Weekday/Saturday
0.07/0.09 0.11/0.12 0.42/0.44 0.45/0.46
With decibel increases of at most 1.5, the proposed project would not result in any new uses or traffic generation that
would increase noise levels in the vicinity or expose the residential neighbors to levels above those that are deemed
normally acceptable in the noise ordinance, or less than 61 CNEL. The impact would be less than significant.
Impact 4.3. B The proposed project would not expose persons to or generation of excessive groundborne
vibration or groundborne noise levels.
The proposed project site is currently used as parking for retail development within the Shops at Rossmoor.
Construction equipment associated with building the project would be the only vibration generating sources introduced
by the project. The City of Seal Beach Municipal Code limits construction to specific hours of the day, with no
construction activity permitted on Sundays.
The FTA document referenced above provides vibration criteria due to construction equipment as shown in Table 4.3-
4, above, and Table 4.3-6, below. Using vibration levels of typical construction equipment given in the FTA document,
vibration levels at receivers nearest the project site were calculated to be as indicated in Table 4.3-6. The distance loss
was calculated using equations for ground-borne vibration published by the FTA, and the distance used was from the
center of the building in the development that is closest to a sensitive receptor.
Table 4.3-6
Calculated Vibration Levels of Typical Construction Equipment to Nearest Sensitive Receptor
Equipment Vibration Level at 25ft
(VdB)
Vibration Level at Nearest
Sensitive Receptor (VdB)
Vibration Criteria for
Frequent Events (VdB)
Jack Hammer 79 49 72
Loaded Trucks 86 56 72
Large Bulldozer 87 57 72
Vibratory Roller 94 64 72
Based on calculations to the nearest sensitive receptor, the construction of the development is not anticipated to
generate vibration levels that exceed criteria given by FTA document. Impact would be less than significant.
Impact 4.3. C The proposed project could create a substantial permanent increase in ambient noise levels
in the project vicinity above levels existing without the project due to a rooftop HVAC unit.
Impact would be less than significant with mitigation.
TRAFFIC NOISE
As indicated in Table 4.3-5, which shows decibel increases of no more than 1.5 dBA, the proposed project would not
result in any new uses or traffic generation that would increase noise levels in the vicinity or expose the project site to
levels above those that are deemed normally acceptable in the noise ordinance. Impact would be less than significant.
Noise 4.3
Environmental Impact Report 4.3-11
OPERATIONAL NOISE - INDOOR FITNESS ACTIVITIES
The proposed health club would host various exercise activities (e.g., treadmill running, weight lifting, basketball
playing, and swimming), as well as classes (e.g., aerobics and cycling). Project floor plans shows that the basketb all
court and swimming pool would be located on the west side of the project building closest to the nearest residences.
Rooms for exercise classes are shown on the east side of the building. Depending on the specific exercise activity,
interior health club sound levels can range from 65 dBA to over 85 dBA with amplified music. Exterior wall and roof
elements (e.g. stucco, metal decking, gypsum board or plywood sheathing) typically offer at least 40 dBA of sound
reduction. Exterior doors and windows normally underperform walls and roofs by only offering 30 dBA of reduction.
This assumes that doors include full perimeter weather stripping, which is typical for exterior doors. Plans show that
the basketball court—as well as swimming pool and aerobics rooms—would have single doors that lead to the exterior.
These exterior doors are emergency exits that would not be used for normal entry into the health club. The plans show
a vestibule at the main entrance to the health club. Based on expected noise reductions from exterior building elements,
doors, and windows, noise levels due to exercise activity within the health club are calculated to be below Municipal
Code limits during the day (55 dBA) and nighttime/early morning (50 dBA) at less than 40 dBA at the residences.
Impact would be less than significant.
OPERATIONAL NOISE - OUTDOOR PARKING LOT ACTIVITIES
Operation of the proposed project would produce noise associated with such activities as vehicle traffic, delivery trucks,
loud conversations, opening and closing of car doors, car horns, etc. in the adjacent parking lot. Since the project does
not include a loading dock, it is assumed that delivery trucks would be relatively small, such as for delivering packages,
rather than large tractor trailers used for transporting palletized goods. The mentioned noise sources above are typical
of commercial/retail uses, including those existing today on site within the Shops at Rossmoor center. To understand
how these activities generate noise, similar health clubs were observed in Culver City and Garden Grove as early as
the 5:00 A.M. hour. At both sites, the fitness lot was unshielded from the highways, unlike the project site; street noise
(not the fitness center or its respective parking lot activity) controlled both the constant and loud sporadic noise even
at the early hour. While useful to observe these activities to apply to the project, the strong influence of the city streets
made the data measured not clean enough to use in analysis for the new project site. To isolate offending noise sources
for analysis, each of the anticipated noise sources within the project parking lot and listed above was individually
measured separately.
Each isolated measured noise source was calibrated to the distance it was measured in a noise propagation model in
Bruel & Kjaer Predictor 11.0. Then, the noise level reaching the residences to the west and north were calculated. The
loudest noise source that was closest to thresholds in the Noise Ordinance was the car horn, which achieved 47 dBA
at the west residential complex and 50 dBA at the north residential complex, assuming the noise would occur at parking
lot locations as close as possible to the residences. Both these levels are well below the limit of 50 dBA (Noise
Ordinance) + 20 dBA, as well as 41 dBA (actual quietest ambient level at the site) + 20 dBA. The horn noise would be
audible at the residences compared to the ambient levels but would not exceed City-established noise thresholds.
Noise associated with outdoor activity in the parking lot would be less than significant.
HVAC ROOFTOP UNIT NOISE
The health club would be served by 13 HVAC units located on the rooftop. Approximately one-half of the rooftop units
would be located on the western half the building, and the remaining would sit on the eastern half. No screening is
proposed. Based on manufacturer’s sound data for the basis of design rooftop units, cumulative noise levels due to
the project rooftop units are calculated to be 53 dBA at the nearest residential property line; this is calculated at
maximum equipment operation, which is the worst-case scenario. This impact would be significant.
Mitigation options are available to suppress noise generated by the rooftop units to a point to achieve the Municipal
Code limit of 50 dBA at the adjacent residential units. The noise consultant has provided options for reducing noise
associated with operation of the HVAC units: 1) install an equipment screen or parapet on the roof, 2) install
baffles/silencers/attenuators on the equipment, or 3) install quieter equipment that can be shown to achieve the
4.3 Noise
4.3-12 LA Fitness Center
required standard. These mitigation options are described below in the Mitigation Measures section. With mitigation
incorporated, the project’s impact on ambient noise levels would be less than significant.
Impact 4.3. D The proposed project could create substantial temporary or periodic increase in ambient
noise levels in the project vicinity above levels existing without the project during project
construction. Impact would be less than significant with mitigation.
Construction of the proposed project would generate temporary increased noise levels at the property line. While
construction activity would be required to occur within the time periods established in the Noise Ordinance, peaks in
construction equipment work could be considered objectionable by some residents in adjacent units. Mitigation
Measure NOI-2 is included to reduce the potential effects of construction noise on adjacent properties. They have been
separated via the City of Seal Beach General Plan requirements for construction and standard practices for acoustical
control. With mitigation incorporated, the project’s impact on ambient noise levels would be less than significant.
Mitigation Measures
Impact Noise-1: Cumulative noise levels due to operation of the project’s HVAC rooftop units are calculated to be 53
dBA at the nearest residential property line, which exceeds the Municipal Code limit of 50 dBA. Thus, the rooftop units
would potentially cause noise standard exceedances by 3 dBA, which could have a significant impact on nearby
residences.
Mitigation Measure Noise-1: Since HVAC rooftop unit noise levels would exceed Municipal Code limits of 50 dBA,
one of the three following options—or any other comparable approach that will achieve the required noise reduction—
will be implemented by the project applicant. The project applicant will be required to submit a plan to the City, prepared
by an acoustical engineer or otherwise qualified specialist, documenting that HVAC rooftop units and associated
mitigating features will achieve the Municipal Code standard.
Mitigation Option 1. Install a screen or parapet around the HVAC units. To be an effective noise barrier, the
screen or parapet should extend at least one foot above the tallest rooftop unit and be continuous at the north and
west edges of the health club building.
Mitigation Option 2. Utilize baffles/silencers/attenuators. Each rooftop unit will be fully
enclosed with noise control devices located at air ventilation to lessen the noise radiating
from the equipment. A representative figure of this concept is shown to the right.
Mitigation Option 3. Install quieter HVAC units. Once specific HVAC rooftop units are
selected, sound data from their manufacturer can be used to show that the Code limit of 50
dBA at nearby property lines will not be exceeded.
Impact Noise-2: Construction of the project would generate temporary increased noise levels at the property line of
the project site. While construction activity would occur within the time periods established in the Noise Ordinance,
peaks in construction equipment work could be considered objectionable by some residents in adjacent units.
Mitigation Measure Noise-2: During construction, the applicant/develop shall employ the following standard practices
for mitigating construction noise:
• Implement a construction-related noise mitigation plan. This plan would depict the location of construction
equipment storage and maintenance areas and document methods to be employed to minimize noise impacts
on adjacent noise-sensitive land uses. Additionally, the plan shall denote any construction traffic haul routes
where heavy trucks would exceed 100 daily trips (counting those both to and from the construction site). To
Noise 4.3
Environmental Impact Report 4.3-13
the extent feasible, the plan shall denote haul routes that do not pass sensitive land uses or residential
dwellings.
• Equip internal combustion engine-driven equipment with original factory (or equivalent) intake and exhaust
mufflers which are maintained in good condition.
• Prohibit and post signs prohibiting unnecessary idling of internal combustion engines.
• Locate all stationary noise-generating equipment such as air compressors and portable generators as far as
practicable from noise-sensitive land uses.
• Utilize “quiet” air compressors and other stationary equipment where feasible and available.
• Designate a noise disturbance coordinator who would respond to neighborhood complaints about construction
noise by determining the cause of the noise complaints, and require implementation of reasonable measures
to correct the problem. Conspicuously post a telephone number for the disturbance coordinator at the
construction site.
Additionally, construction activity will be limited to the hours indicated in Table 4.3-3.
Impact with Implementation of Mitigation Measures
Impact would be less than significant with implementation of the mitigation measures.
Traffic and Transportation 4.4
Environmental Impact Report 4.4-1
4.4 Traffic and Transportation
Based on the results of a Traffic Impact Analysis (TIA) prepared by LSA Associates in January, 2017, the proposed
project can be implemented without impacting the design or the operation of the surrounding intersections and
roadways with the implementation of project off-site improvements. These improvements consist of the extension of
the northbound left-turn lane on Seal Beach Boulevard (see discussion below). The evaluation of intersection and
roadway levels of service (LOS) shows that the addition of project traffic to existing, Project Completion Year (2018),
and Future (2035) General Plan Buildout traffic volumes would not significantly impact the study area intersections or
roadways according to City performance criteria.
Project access circulation and queuing were also analyzed. Based on the circulation and queuing analysis, the addition
of project traffic would contribute to the northbound left-turn queue at the intersection of Seal Beach Boulevard and
Rossmoor Center Way, which under conditions today is deficient. The extension of this northbound left-turn pocket is
a project off-site improvement. Although not necessary to mitigate impacts of the project on traffic, the applicant
proposes an option to widen Rossmoor Center Way to install a second westbound lane. This improvement provides a
dedicated lane for turns into the health club parking lot, allowing no delays to through traffic travelling westbound on
Rossmoor Center Way. These project off-site improvements are not required by the City or California Environmental
Quality Act (CEQA) guidelines but have been evaluated to investigate concerns raised by the local community.
Environmental Setting
EXISTING AND SURROUNDING LAND USE
A project-specific traffic/circulation and parking analysis, authored by LSA Associates Inc. and dated January, 2017
(included in its entirely in Appendix E), was prepared to assess project traffic and parking impacts. The analysis was
prepared consistent with the City Traffic Impact Study Guidelines (March 2010) and the City’s General Plan (December
2003). The January, 2017 traffic study updated a previous traffic study completed for the same project in October, 2015.
The 2016 TIA update is based on traffic counts collected in October, 2016.
The traffic analysis reviewed the weekday A.M., P.M., and weekend peak-hour level of service (LOS) at study intersections
and roadway segments for the following scenarios:
1. Existing (2016) conditions with current occupancy of the Shops at Rossmoor retail center
2. Existing (2016) conditions with estimated full occupancy of the retail center
3. Existing (2016) conditions with estimated full occupancy of the Shops at Rossmoor retail center plus the
proposed health club
4. Project Completion Year (2018) conditions with estimated full occupancy of the Shops at Rossmoor retail center
5. Project Completion Year (2018) conditions with estimated full occupancy of the Shops at Rossmoor retail center
plus the proposed health club
6. Future (2035) General Plan Buildout conditions with estimated full occupancy of the Shops at Rossmoor retail
center
7. Future (2035) General Plan Buildout conditions with estimated full occupancy of the Shops at Rossmoor retail
center plus the proposed health club
STUDY AREA
Seal Beach Boulevard is a north-south arterial that provides access to both residential and commercial uses within the
City of Seal Beach (4.4-1). Seal Beach Boulevard is a six-lane Major Arterial per the City’s General Plan, which provides
connection to Interstate 405 (I-405) and the Interstate 605 (I-605) (via Katella Avenue). The 1.2-mile section of Seal Beach
Boulevard between I-405 and Bradbury Road provides connection to commercial uses both east and west of Seal Beach
Boulevard via local collector streets. There are retail/commercial uses on either side of Seal Beach Boulevard between
St. Cloud Drive and Bradbury Road. The Shops at Rossmoor retail/commercial center west of Seal Beach Boulevard
4.4 Traffic and Transportation
4.4-2 LA Fitness Center
recently underwent modifications and changes at several locations and is close to full occupancy, with only one
unoccupied restaurant space of 8,827 square feet (former Marie Callender’s). Existing traffic along Seal Beach Boulevard
includes the traffic from the occupied retail and restaurant space within the Shops at Rossmoor, as well as residential
traffic from the Rossmoor community, but does not include traffic generated by the restaurant space that is currently
unoccupied. In order to analyze the traffic conditions along Seal Beach Boulevard when the Shops at Rossmoor is fully
occupied, traffic for the unoccupied restaurant space was added to existing traffic volumes.
The following roadway segments and intersections were analyzed based on City criteria for conducting traffic studies:
Roadway Segments
1. Seal Beach Boulevard between:
o Rossmoor Way and Bradbury Road
o Bradbury Road and Rossmoor Center Way
o Rossmoor Center Way and Town Center Drive
o Town Center Drive and St. Cloud Drive
o St. Cloud Drive and Lampson Avenue
o Lampson Avenue and I-405 Northbound ramps
2. St. Cloud Drive between:
o Seal Beach Boulevard and Yellowtail Drive
3. Montecito Road between:
o Yellowtail Drive and Copa De Oro Drive
o Copa De Oro Drive and Mainway Drive
o Mainway Drive and Bradbury Road
4. Rossmoor Center Way between:
o Montecito Road and Seal Beach Boulevard
Intersections
1. Seal Beach Boulevard/I-405 Southbound ramps
2. Seal Beach Boulevard/I-405 Northbound ramps
3. Seal Beach Boulevard/Lampson Avenue
4. Seal Beach Boulevard/St. Cloud Drive
5. Seal Beach Boulevard/Town Center Drive
6. Seal Beach Boulevard/Rossmoor Center Way
7. Seal Beach Boulevard-Los Alamitos Boulevard/Bradbury Road
8. Yellowtail Drive/St. Cloud Drive (unsignalized)
9. Montecito Road/Copa de Oro Drive (unsignalized)
10. Montecito Road/Mainway Drive-Rossmoor Center Way (unsignalized)
11. Montecito Road/Bradbury Road (unsignalized)
12. West Road/Rossmoor Center Way (unsignalized)
13. Internal Driveway (Eastern)/Rossmoor Center Way (unsignalized)
14. Internal Driveway/Towne Center Drive (unsignalized)
15. Internal Driveway (Western)/Town Center Way (unsignalized)
Exhibit 4.4-1 shows the existing intersection lane geometrics at all 15 intersections.
Traffic and Transportation 4.4
Environmental Impact Report 4.4-3
METHODOLOGY
The traffic study methodology is described in detail in the traffic study in Ap pendix E. To determine the peak-hour
intersection operations at signalized intersections within the study ar ea, intersection capacity utilization (ICU)
methodology was used per City of Seal Beach Traffic Study Guidelines. The ICU methodology compares the volume-
to-capacity (v/c) ratios of conflicting turn movements at an intersection, sums these critical conflicting v/c ratios for each
intersection approach, and determines the overall ICU. The resulting ICU is expressed in terms of LOS, where LOS A
represents free-flow activity and LOS F represents overcapacity operation. The ICUs were developed for this study
using the Traffix (Version 8.0) software.
According to the City of Seal Beach Traffic Impact Study Guidelines, LOS at an intersection is considered to be
unsatisfactory when the ICU exceeds 0.90 (LOS D). As such, improvements are recommended at locations that operate
at LOS E or F. The relationship of ICU (v/c ratio) to LOS is shown in Table 4.4-1.
Table 4.4-1
Seal Beach Operating Conditions for Levels of Service
LOS Operating Condition ICU (v/c ratio)
A Free flowing, virtually no delay. Minimal traffic. <0.60
B Free flow and choice of lanes. Delays are minimal. All cars clear intersection easily. 0.60-0.69
C State flow. Queue at signal starting to get relatively long. Delays starting to become a
factor but still within “acceptable” limits.
0.70-0.79
D Approaching unstable flow. Queues at intersection are quite long but most cars clear
intersection on their green signal. Occasionally, several vehicles must wait for a second
green signal. Congestion is moderate.
0.80-0.89
E Severe congestion and delay. Most of the available capacity is used. Many cars must
wait through a complete signal cycle to clear the intersection.
0.90-0.99
F Excessive delay and congestion. Most cars must wait through more than one on one
signal cycle. Queues are very long and drivers are obviously irritated.
>1.00
ICU = Intersection Capacity Utilization
LOS = Level of Service
v/c = volume-to-capacity
Per the City’s guidelines, the following project-related increases in intersection ICU (Table 4.4-2, ICU Significance
Thresholds) were used to determine if an impact is “significant” and would require mitigation.
Table 4.4-2
ICU Significance Thresholds
Existing ICU Project-Related Increase in ICU
0.00-0.69 0.06
0.70-0.79 0.04
0.80-0.89 0.02
0.90+ 0.01
ICU = Intersection Capacity Utilization
In addition to the ICU methodology of calculating signalized intersection LOS, the Highway Capacity Manual (HCM 2010)
methodology was used to determine the LOS at the signalized ramp intersections governed by California Department of
Transportation (Caltrans) and at unsignalized study area intersections. The HCM 2010 unsignalized intersection
methodology presents LOS in terms of control delay (in seconds per vehicle). The resulting delay is expressed in terms
of LOS, as in the ICU methodology. The relationship of delay to LOS is demonstrated in Table 4.4-3 (ICU Methodology
Significance Thresholds).
4.4 Traffic and Transportation
4.4-4 LA Fitness Center
Table 4.4-3
ICU Methodology Significance Thresholds
LOS Unsignalized Intersection Delay
(seconds)
A ≤10.0
B >10.0 and ≤15.0
C >15.0 and ≤25.0
D >25.0 and ≤35.0
E >35.0 and ≤50.0
F >50.0
ICU = Intersection Capacity Utilization
LOS = level of service Source: Highway Capacity Manual 2010
Roadway segments have uniform traffic conditions and roadway characteristics. The measure used to provide an estimate
of LOS is density, where density is calculated from the average vehicle flow rate per lane and the average speed. Table
4.4-4 (Level of Service and Flow Density) shows the correlation between LOS and flow density.
Table 4.4-4
Level of Service and Flow Density
LOS Density (pc/mi/ln)
A ≤11
B >11-18
C >18-26
D >26-35
E >35-45
F >45
LOS = level of service
pc/mi/ln = passenger cars per mile per lane
For the purposes of this project, LOS D is considered satisfactory on all study area roadway segments.
EXISTING CONDITIONS
Existing weekday morning (7:00 A.M.– 9:00 A.M.), evening (4:00 P.M.– 6:00 P.M.), and weekend mid-day (11:00 A.M.– 1:00
P.M.) peak-hour traffic conditions and LOS were analyzed for existing (2016) conditions. Intersection turn-movement
counts were made at the 15 study area intersections, and daily 24-hour counts were conducted for the 11 study area
roadway segments in between the study area intersections. The counts were conducted by an independent car count
company for a weekday and weekend (Saturday) in November, 2016. The traffic counts are included in Appendix E. The
trips generated from surrounding existing land uses, which consist of residential and retail uses east and west of Seal
Beach Boulevard, are included in the counts. Count data were collected before the week of the Thanksgiving holiday.
LSA collected geometric, traffic control, and posted speed limit data at all study area locations.
A summary of Existing (2016) LOS for intersections and roadway segments are presented in Tables 4.4-5 (Existing 2016
Peak Hour Intersection Level of Service Summary) and Table 4.4-6 (Existing 2016 Peak Hour Roadway Level of Service
Summary), respectively. As Tables 4.4-5 and 4.4-6 indicate, all study area intersections and roadway segments currently
operate at satisfactory LOS (LOS D or better).
Traffic and Transportation 4.4
Environmental Impact Report 4.4-5
Accident History
The City’s Traffic Impact Study Guidelines require the identification and analysis of intersections or roadway segments
having five or more reported accidents within the most recent 12-month period. Five accidents are a generalized figure
used by City staff as an indication of potential problems that could require improvements. The accident data are included
in Appendix E. The City of Seal Beach Police Department provided accident data for the years of 2015 and 2016. It should
be noted that the 2016 data represents only 11 months. As such, the traffic study focused on the accidents within the
study area identified in 2015.
Table 4.4-7 provides the total number of accidents reported within the study area each year. As this table indicates, five
accidents or more occurred in 2015 in the vicinity of the intersections of Seal Beach Boulevard at the I-405 southbound
on/off ramps, I-405 northbound on/off ramps, and Lampson Avenue. Table 4.4-8 shows a detailed description of the
primary collision factor, type of accident, and number of injuries reported at each of these three locations. The most
common factor at the intersections of Seal Beach Boulevard at the I-405 southbound on/off ramps and Seal Beach
Boulevard at the I-405 northbound on/off ramps was unsafe speed. As the data report, the number of accidents at these
two Caltrans-controlled intersections increased from 2015 through the first 11 months of 2016. The intersection of Seal
Beach Boulevard and Lampson Avenue experienced five accidents in 2015 and four accidents within the first 11 months
of 2016. Improvements were implemented in this location in 2011. Based on the operational analysis provided in this
report, this intersection operates at an acceptable LOS and no additional improvements are recommended at this time.
Pedestrian Survey
To address concerns regarding pedestrian safety expressed via the Notice of Preparation process, the traffic study
included a pedestrian and cyclist survey in the surrounding residential area. Specifically, five intersections along Montecito
Road and St. Cloud Drive between Bradbury Road and Seal Beach Boulevard were counted as the most utilized
pedestrian crossing points due to the presence of crosswalks. This survey revealed the presence of pedestrian activity
during the peak hours. The highest number of peak-hour pedestrians observed to cross Montecito Road or Saint Cloud
Drive are at the marked crosswalk on the south side of the intersection of Montecito Road and Rossmoor Center Way,
with 15 pedestrians in the weekday P.M. peak hour, which does not coincide with release hours from the local schools.
These pedestrians may include nearby residents traveling to and from the Shops at Rossmoor for shopping or dining in
the afternoon and do not occur during periods of school travel activity. This would suggest that these pedestrians are not
students. As this intersection, along with all other study intersections along Montecito Road and Saint Cloud Drive, is a
low delay intersection (LOS A or B in all analysis scenarios), pedestrian and traffic conditions along Montecito Road and
Saint Cloud drive are anticipated to remain largely the same. The pedestrian and cyclist counts are included in Appendix
E of the EIR.
4.4 Traffic and Transportation
4.4-6 LA Fitness Center
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Traffic and Transportation 4.4
Environmental Impact Report 4.4-7
Table 4.4-5
Existing (2016) Peak Hour Intersection Level of Service Summary
Intersection AM Peak Hour PM Peak Hour Saturday Peak Hour
ICU / Delay LOS ICU / Delay LOS ICU / Delay LOS
1 Seal Beach Boulevard/I-405 SB On/Off Ramps1 42.8 D 42.7 D 40.1 D
2 Seal Beach Boulevard/I-405 NB On/Off Ramps1 43.2 D 49.2 D 34.1 C
3 Seal Beach Boulevard/Lampson Avenue 0.804 D 0.792 C 0.764 C
4 Seal Beach Boulevard/Saint Cloud Drive 0.626 B 0.717 C 0.648 B
5 Seal Beach Boulevard/Town Center Drive 0.501 A 0.732 C 0.815 D
6 Seal Beach Boulevard/Rossmoor Center Way 0.535 A 0.686 B 0.668 B
7 Seal Beach Boulevard/Bradbury Road 0.726 C 0.679 B 0.627 B
8 Yellow Tail Drive/Saint Cloud Drive* 13.4 B 10.8 B 10.8 B
9 Montecito Road/Copa De Oro Drive* 11.3 B 9.5 A 8.8 A
10 Montecito Road/Rossmoor Center Way* 11.9 B 10.2 B 9.6 A
11 Montecito Road/Bradbury Road* 12.8 B 10.1 B 8.9 A
12 West Road/Rossmoor Center Way* 7.7 A 8.0 A 7.8 A
13 Internal Driveway/Rossmoor Center Way* 8.7 A 13.0 B 18.0 C
14 Internal Driveway/Town Center Drive* 7.4 A 11.5 B 15.5 C
15 Project Driveway/Rossmoor Center Way* 8.9 A 9.1 A 9.2 A
ICU V/C ratio is used for signalized intersections in the City of Seal Beach.
* Indicates unsignalized intersection. HCM delay in seconds is used for unsignalized intersections.
(Shade) = Exceeds City level of service criteria (LOS D)
1 HCM Methodology-consistent with Caltrans requirements
4.4 Traffic and Transportation
4.4-8 LA Fitness Center
Table 4.4-6
Existing (2016) Peak Hour Roadway Level of Service Summary
Roadway Segment Direction
AM PM Saturday Mid-day
Speed
(mph) Density LOS Speed
(mph) Density LOS Speed
(mph) Density LOS
Seal Beach
Boulevard
I-405 Northbound On/Off Ramps
and Lampson Avenue
Northbound 45.0 16.6 B 45.0 18.0 B 45.0 15.4 B
Southbound 45.0 18.0 B 45.0 16.4 B 45.0 14.0 B
Lampson Avenue and Saint
Cloud Drive
Northbound 45.0 19.5 C 45.0 18.3 C 45.0 17.7 B
Southbound 45.0 16.7 B 45.0 17.0 B 45.0 14.9 B
Saint Cloud Drive and Town
Center Drive
Northbound 45.0 14.6 B 45.0 14.6 B 45.0 14.0 B
Southbound 45.0 11.1 B 45.0 12.9 B 45.0 11.3 B
Town Center Drive and
Rossmoor Center Way
Northbound 45.0 13.5 B 45.0 13.1 B 45.0 12.4 B
Southbound 45.0 11.2 B 45.0 12.3 B 45.0 11.2 B
Rossmoor Center Way and
Bradbury Road
Northbound 45.0 13.1 B 45.0 13.1 B 45.0 12.6 B
Southbound 45.0 11.6 B 45.0 14.0 B 45.0 12.8 B
Bradbury Road and Rossmoor
Way
Northbound 45.0 14.7 B 45.0 13.8 B 45.0 12.4 B
Southbound 45.0 12.4 B 45.0 14.9 B 45.0 12.8 B
Saint Cloud Drive* Seal Beach Boulevard and
Yellowtail Drive - 22.8 - D 26.5 - C 26.7 - C
Montecito Road*
Yellowtail Drive and Copa De
Oro Drive - 26.0 - C 28.8 - B 29.3 - B
Copa De Oro Drive and Mainway
Drive - 30.1 - B 30.2 - B 31.1 - A
Mainway Drive and Bradbury
Road - 29.1 - B 30.3 - B 31.2 - A
Rossmoor Center
Way**
Montecito Road and Seal Beach
Boulevard - 27.6 - A 25.7 - A 25.2 - B
*Analyzed as Two Lane Roadways with a speed limit of 35
MPH
**Analyzed as Two Lane Roadway with a speed limit of 30
MPH
Traffic and Transportation 4.4
Environmental Impact Report 4.4-9
Table 4.4-7
North Seal Beach Accident History Summary
Location Year
2016 1 2015
Seal Beach Boulevard/I-405 SB On/Off Ramps 7 5
Seal Beach Boulevard/I-405 NB On/Off Ramps 10 7
Seal Beach Boulevard/Lampson Avenue 2 5
Seal Beach Boulevard/St. Cloud Drive 3 2
Seal Beach Boulevard/Town Center Drive 4 3
Seal Beach Boulevard/Rossmoor Center Way-Plymouth Drive 1 2
Seal Beach Boulevard/Bradbury Road 4 3
Yellowtail Drive/St. Cloud Drive 1 0
Internal Driveway/Rossmoor Center Way 1 0
Internal Driveway/Town Center Way 1 1
Data is presented in total number of accidents per location
1 2016 Data represents January - November only
= Location analyzed in the traffic study
4.4 Traffic and Transportation
4.4-10 LA Fitness Center
Table 4.4-8
North Seal Beach High Accident Location Details (2015)
Location Primary Collision
Factor Type Injury Fatality
Seal Beach Boulevard/I-405 SB On/Off
Ramps (5 total accidents)
Unsafe Speed Rear End 0 0
Unsafe Speed Rear End 0 0
Unsafe Speed Rear End 0 0
Unsafe Speed Not Specified 1 0
Lane Change Sideswipe 0 0
Total 1 0
Seal Beach Boulevard/I-405 NB On/Off
Ramps (7 total accidents)
Unsafe Speed Not Specified 1 0
Unsafe Speed Rear End 0 0
Unsafe Speed Rear End 0 0
Improper Turn Broadside 0 0
Unsafe Speed Broadside 0 0
Unsafe Speed Rear End 0 0
Signage Broadside 0 0
Total 1 0
Seal Beach Boulevard/Lampson Avenue
(5 total accidents)
Improper Turn Broadside 0 0
Unsafe Speed Rear End 2 0
Unsafe Speed Not Specified 0 0
Signage Broadside 0 0
Grand Theft Auto Not Specified 2 0
Total 4 0
Environmental Impacts
THRESHOLDS OF SIGNIFICANCE
The proposed project could result in a significant traffic or transportation impact if it:
A. Causes an increase in traffic that is substantial in relation to the existing traffic load and capacity of the
street system (i.e., results in a substantial increase in either the number of vehicle trips, the volume to
capacity ratio on roads, or congestion at intersections).
B. Exceeds, either individually or cumulatively, a level of service standard established by the county congestion
management agency for designated roads or highways.
C. Results in a change in air traffic patterns, including an increase in traffic levels or a change in location that
results in substantial safety risks.
D. Substantially increases hazards due to design features or incompatible uses.
E. Results in inadequate emergency access.
Impact 4.0. A The proposed project would not cause an increase in traffic that is substantial in relation to
the existing traffic load and capacity of the street system
Impact 4.0. B The proposed project would not exceed, either individually or cumulatively, a level of service
standard established by the county congestion management agency for designated roads or
highways.
Traffic and Transportation 4.4
Environmental Impact Report 4.4-11
As part of the proposed project, the following two access improvements are proposed: 1) lengthen the northbound left-
turn pocket at the intersection of Seal Beach Boulevard and Rossmoor Center Way to 205 feet, and 2) widen Rossmoor
Center Way between the internal driveway and Seal Beach Boulevard in order to add an additional westbound lane to
the first intersection. These project off-site improvements have been assumed in the traffic study and would be fully
funded by the project applicant. With regard to #2 above, the traffic study in Appendix E shows that neither the widening
of Rossmoor Center Way nor the additional driveway is required to address a significant traffic impact, reduce traffic
impacts, or address traffic safety impacts.
TRIP GENERATION AND PROJECTED FUTURE CONDITIONS
As indicated in Table 4.4-9 (Health Club Trip Generation), the proposed project is estimated to generate 1,218 daily trips,
52 weekday A.M. peak hour trips, 131 weekday P.M. peak hour trips, and 103 Saturday mid-day peak hour trips.
Table 4.4-9
Health Club Trip Generation
Size Unit ADT
AM Peak Hour PM Peak Hour Saturday Peak Hour
In Out Total In Out Total In Out Total
Trip Rate
TSF 32.93 0.71 0.71 1.41 2.01 1.52 3.53 1.25 1.53 2.78
Trip Generation
37,000 TSF 1,218 26 26 52 74 56 131 46 57 103
ADT = average daily traffic
TSF = thousand square feet
Trip rates from the Institute of Transportation Engineers (ITE), Trip Generation, Ninth Edition (2012)
UNOCCUPIED SPACE WITHIN THE SHOPS AT ROSSMOOR
To evaluate the adjacent Shops at Rossmoor retail center at full occupancy, traffic from the unoccupied space (former
Marie Callender’s) in the northern part of the retail center has been assumed. The unoccupied restaurant consists of 8,827
square feet just west of Seal Beach Boulevard. Trip generation for the unoccupied space was calculated based on rates
contained in the Institute of Transportation Engineers’ (ITE) Trip Generation (Ninth Edition, 2012), which is a standard
reference used by jurisdictions throughout the country for estimating the trip generation potential of new development.
The former restaurant has been conservatively classified as a high-turnover restaurant use (ITE Land Use 932) to reflect
the most current use. As indicated in Table 4.4-10 (Unoccupied Space within the Shops at Rossmoor Trip Generation),
the unoccupied restaurant, if it were in operation, would generate 1,122 daily trips, 96 weekday A.M. peak hour trips, 87
weekday P.M. peak hour trips, and 124 Saturday mid-day peak hour trips.
Table 4.4-10
Unoccupied Space within the Shops at Rossmoor Trip Generation
Land Use Size Unit ADT AM Peak Hour PM Peak Hour Saturday Peak Hour
In Out Total In Out Total In Out Total
Trip Rate1
High-Turnover
Restaurant TSF 127.15 5.95 4.86 10.81 5.91 3.94 9.85 7.46 6.61 14.07
Trip Generation
High-Turnover
Restaurant 8,827 TSF 1,122 53 43 96 52 35 87 66 58 124
1 Trip rates from the Institute of Transportation Engineers (ITE), Trip Generation, Ninth Edition (2012).
ADT = average daily traffic TSF = thousand square feet
The unoccupied restaurant trips were distributed throughout the study area using the same information from (Orange
County Transportation Analysis Model [OCTAM]) that was utilized for the proposed project. Trips generated by the
unoccupied parcel were added to the base traffic volumes to develop “with Full Occupancy” traffic volumes.
4.4 Traffic and Transportation
4.4-12 LA Fitness Center
EXISTING (2016) WITH FULL OCCUPANCY CONDITIONS
To represent the full potential of traffic that could traverse Seal Beach Boulevard and the study area in the existing
condition, existing weekday morning, evening, and weekend mid-day peak-hour traffic conditions were modified based
on the additional traffic from the unoccupied restaurant for the Existing (2016) with Full Occupancy scenario.
The trip assignment of the unoccupied restaurant was added to the Existing (2016) counts to develop the volumes for the
Existing (2016) with Full Occupancy conditions. A summary of Existing (2016) with Full Occupancy conditions LOS at
study area roadway segments is presented in Table 4.4-11 (Existing 2016 with Full Occupancy Peak Hour Roadway
Level of Service Summary). Table 4.4-12 includes Existing (2016) with Full Occupancy Peak Hour Intersection Level of
Service Summary). As the tables indicates, all study area roadway segments and intersections are anticipated to operate
at satisfactory LOS (LOS D or better).
Traffic and Transportation 4.4
Environmental Impact Report 4.4-13
Table 4.4-11
Existing (2016) with Full Occupancy Peak Hour Intersection Level of Service Summary
Intersection
Existing (2016) + Full Occupancy Existing (2016) + Full Occupancy + Project
AM PM Sat AM PM Sat
ICU /
Delay LOS ICU /
Delay LOS ICU /
Delay LOS ICU /
Delay LOS ∆
ICU
ICU /
Delay LOS ∆
ICU
ICU /
Delay LOS ∆
ICU
1 Seal Beach Boulevard/I-405 SB On/Off
Ramps1 42.1 D 42.6 D 40.4 D 41.7 D - 42.4 D - 40.7 D -
2 Seal Beach Boulevard/I-405 NB On/Off
Ramps1 44.0 D 50.0 D 34.9 C 44.5 D - 51.2 D - 35.7 D -
3 Seal Beach Boulevard/Lampson Avenue 0.812 D 0.797 C 0.774 C 0.816 D 0.004 0.804 D 0.007 0.781 C 0.007
4 Seal Beach Boulevard/Saint Cloud Drive 0.631 B 0.720 C 0.654 C 0.634 B 0.003 0.727 C 0.007 0.660 B 0.006
5 Seal Beach Boulevard/Town Center
Drive 0.501 A 0.752 C 0.841 C 0.503 A 0.002 0.757 C 0.005 0.846 D 0.005
6 Seal Beach Boulevard/Rossmoor Center
Way 0.539 A 0.691 B 0.673 B 0.548 A 0.009 0.733 C 0.042 0.705 C 0.032
7 Seal Beach Boulevard/Bradbury Road 0.731 C 0.684 B 0.632 B 0.733 C 0.002 0.690 B 0.006 0.636 B 0.004
8 Yellow Tail Drive/Saint Cloud Drive* 13.9 B 10.9 B 10.8 B 13.9 B - 10.9 B - 11.0 B -
9 Montecito Road/Copa De Oro Drive* 11.4 B 9.6 A 8.8 A 11.4 B - 9.6 A - 8.8 A -
10 Montecito Road/Rossmoor Center Way* 11.9 B 10.2 B 9.7 A 12.0 B - 10.3 B - 9.8 A -
11 Montecito Road/Bradbury Road* 12.8 B 10.1 B 8.9 A 12.8 B - 10.1 B - 8.9 A -
12 West Road/Rossmoor Center Way* 7.7 A 8.0 A 7.8 A 7.7 A - 8.1 A - 7.8 A -
13 Internal Driveway/Rossmoor Center
Way* 8.7 A 13.0 B 18.0 C 8.9 A - 15.8 C - 22.9 C -
14 Internal Driveway/Town Center Drive* 7.8 A 11.6 B 16.0 C 7.8 A - 11.6 B - 16.0 C -
15 Project Driveway/Rossmoor Center
Way* 8.9 A 9.1 A 9.2 A 9.1 A - 9.3 A - 9.5 A -
ICU V/C ratio is used for signalized intersections in the City of Seal Beach.
* Indicates unsignalized intersection. HCM delay in seconds is used for unsignalized intersections.
(Shade) = Exceeds City level of service criteria (LOS D)
1 HCM Methodology-consistent with Caltrans requirements
4.4 Traffic and Transportation
4.4-14 LA Fitness Center
Table 4.4-12
Existing (2016) With Full Occupancy Peak Hour Roadway Level of Service Summary
Roadway Segment
Di
r
e
c
t
i
o
n
Existing (2016) + Full Occupancy Existing (2016) + Full Occupancy + Project
AM PM Saturday
Mid-day AM PM Saturday
Mid-day
Sp
e
e
d
(
m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
e
d
(
m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
e
d
(
m
p
h
)
De
n
s
i
t
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LO
S
Sp
e
e
d
(
m
p
h
)
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s
i
t
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LO
S
Sp
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d
(
m
p
h
)
De
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s
i
t
y
LO
S
Sp
e
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(m
p
h
)
De
n
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i
t
y
LO
S
Seal Beach
Boulevard
I-405 Northbound On/Off Ramps
and Lampson Avenue
NB 45.0 16.8 B 45.0 18.1 C 45.0 15.6 B 45.0 16.9 B 45.0 18.3 C 45.0 15.8 B
SB 45.0 18.1 C 45.0 16.5 B 45.0 14.1 B 45.0 18.2 C 45.0 16.7 B 45.0 14.3 B
Lampson Avenue and Saint
Cloud Drive
NB 45.0 19.7 C 45.0 18.5 C 45.0 18.0 B* 45.0 19.9 C 45.0 18.8 C 45.0 18.2 C
SB 45.0 16.9 B 45.0 17.1 B 45.0 15.1 B 45.0 17.0 B 45.0 17.3 B 45.0 15.3 B
Saint Cloud Drive and Town
Center Drive
NB 45.0 14.8 B 45.0 14.8 B 45.0 14.3 B 45.0 14.9 B 45.0 15.0 B 45.0 14.5 B
SB 45.0 11.2 B 45.0 13.0 B 45.0 11.5 B 45.0 11.3 B 45.0 13.2 B 45.0 11.6 B
Town Center Drive and Rossmoor
Center Way
NB 45.0 13.6 B 45.0 13.2 B 45.0 12.6 B 45.0 13.7 B 45.0 13.5 B 45.0 12.8 B
SB 45.0 11.4 B 45.0 12.5 B 45.0 11.4 B 45.0 11.5 B 45.0 12.7 B 45.0 11.6 B
Rossmoor Center Way and
Bradbury Road
NB 45.0 13.3 B 45.0 13.2 B 45.0 12.8 B 45.0 13.4 B 45.0 13.4 B 45.0 13.0 B
SB 45.0 11.8 B 45.0 14.2 B 45.0 13.0 B 45.0 11.9 B 45.0 14.4 B 45.0 13.2 B
Bradbury Road and Rossmoor
Way
NB 45.0 14.9 B 45.0 13.9 B 45.0 12.6 B 45.0 15.0 B 45.0 14.1 B 45.0 12.8 B
SB 45.0 12.6 B 45.0 15.1 B 45.0 13.0 B 45.0 12.7 B 45.0 15.4 B 45.0 13.2 B
Saint Cloud
Drive*
Seal Beach Boulevard and
Yellowtail Drive N/A 22.8 - D 26.5 - C 26.7 - C 22.8 - D 26.5 - C 26.7 - C
Montecito
Road*
Yellowtail Drive and Copa De Oro
Drive
N/A
26.0 - C 28.8 - B 29.2 - B 25.9 - C 28.7 - B 29.2 - B
Copa De Oro Drive and Mainway
Drive 30.0 - B 30.1 - B 31.1 - A 30.0 - B 30.1 - B 31.0 - A
Mainway Drive and Bradbury
Road 29.1 - B 30.3 - B 31.2 - A 29.1 - B 30.2 - B 31.2 - A
Rossmoor
Center Way**
Montecito Road and Seal Beach
Boulevard N/A 27.6 - A 25.7 - A 25.2 - B 27.4 - A 25.1 - B 24.7 - B
NB = Northbound, SB = Southbound
*Analyzed as Two Lane Roadways with a speed limit of 35 MPH
**Analyzed as Two Lane Roadway with a speed limit of 30 MPH
Traffic and Transportation 4.4
Environmental Impact Report 4.4-15
EXISTING (2016) WITH FULL OCCUPANCY PLUS HEALTH CLUB CONDITIONS
To identify potential project impacts, project traffic was added to the Existing (2016) with Full Occupancy traffic conditions.
A summary of Existing (2016) with Full Occupancy plus Project conditions weekday A.M., P.M., and weekday mid-day
peak-hour traffic volumes are included in Tables 4.4-13 and 4.4-14. Table 4.4-13 includes a peak-hour intersection LOS
summary for Existing (2016) plus Full Occupancy plus the Health Club, and Table 4.4-14 reports conditions for peak-hour
roadway segments. As the tables indicate, all study area intersections and roadway segments are anticipated to continue
to operate at satisfactory LOS (LOS D or better) with the addition of project traffic. Traffic impacts on intersections and
roadway segments would be less than significant.
According to the project applicant, the proposed project is expected to be completed in late 2018. To present a near-term
2018 traffic condition, an ambient growth rate of 0.5 percent per year was added to existing traffic volumes, along with
traffic from the unoccupied parcel within The Shops at Rossmoor. This growth rate is consistent with standard City
practices for traffic studies.
In addition to the inclusion of an ambient growth rate, anticipated traffic from nearby planned developments that may utilize
the study area roadway facilities by the time the project is planned to be built and operational was considered in the traffic
analysis. No development projects were identified in Seal Beach. The neighboring City of Los Alamitos was contacted for
information on anticipated developments that may contribute traffic to study area facilities. Based on information provided
by City of Los Alamitos staff, traffic from the following cumulative projects were included in this analysis:
• Village 605 – 3131 Katella Avenue: Replacement of existing office use with the construction of a 113,800-square-
foot neighborhood retail center within seven buildings
• Fairfield Inn & Suites – 10650 Los Alamitos Boulevard: Construction of a 108-room hotel
As shown in Tables 4.4.13 and 4.4.-14, all study area intersections and roadway segments are anticipated to operate at
satisfactory LOS (LOS D or better) under Project Completion Year (2018) with Full Occupancy conditions, without and
with the proposed health club. For future near-term conditions with cumulative traffic, impacts would be less than
significant.
4.4 Traffic and Transportation
4.4-16 LA Fitness Center
This page intentionally left blank.
Traffic and Transportation 4.4
Environmental Impact Report 4.4-17
Table 4.4-13: Project Completion Year (2018) Peak Hour Intersection Level of Service Summary
Intersection
Project Completion Year (2018) Project Completion Year (2018) + Project
AM PM Sat AM PM Sat
ICU /
Delay LOS ICU /
Delay LOS ICU /
Delay LOS ICU /
Delay LOS ∆
ICU
ICU /
Delay LOS ∆
ICU
ICU /
Delay LOS ∆
ICU
1 Seal Beach Boulevard/I-405 SB On/Off Ramps1 41.7 D 42.9 D 41.1 D 41.4 D - 42.7 D - 41.5 D -
2 Seal Beach Boulevard/I-405 NB On/Off Ramps1 45.3 D 51.3 D 35.7 D 45.8 D - 52.5 D - 36.5 D -
3 Seal Beach Boulevard/Lampson Avenue 0.822 D 0.807 D 0.794 D 0.826 D 0.004 0.814 D 0.007 0.802 D 0.008
4 Seal Beach Boulevard/Saint Cloud Drive 0.650 B 0.734 C 0.668 C 0.653 B 0.003 0.740 C 0.006 0.673 B 0.005
5 Seal Beach Boulevard/Town Center Drive 0.507 A 0.761 C 0.851 C 0.509 A 0.002 0.766 C 0.005 0.856 D 0.005
6 Seal Beach Boulevard/Rossmoor Center Way 0.549 A 0.699 B 0.681 B 0.566 A 0.017 0.741 C 0.042 0.713 C 0.032
7 Seal Beach Boulevard/Bradbury Road 0.759 C 0.698 B 0.647 B 0.761 C 0.002 0.705 C 0.007 0.651 B 0.004
8 Yellow Tail Drive/Saint Cloud Drive* 14.0 B 10.8 B 11.0 B 14.7 B - 10.8 B - 11.0 B -
9 Montecito Road/Copa De Oro Drive* 11.5 B 9.6 A 8.8 A 11.6 B - 9.6 A - 8.8 A -
10 Montecito Road/Rossmoor Center Way* 12.0 B 10.3 B 9.7 A 12.1 B - 10.4 B - 9.8 A -
11 Montecito Road/Bradbury Road* 12.9 B 10.1 B 8.9 A 12.9 B - 10.2 B - 9.0 A -
12 West Road/Rossmoor Center Way* 7.7 A 8.0 A 7.8 A 7.7 A - 8.1 A - 7.8 A -
13 Internal Driveway/Rossmoor Center Way* 8.7 A 13.2 B 18.5 C 8.9 A - 16.1 C - 23.7 C -
14 Internal Driveway/Town Center Drive* 7.8 A 11.8 B 16.3 C 7.8 A - 11.8 B - 16.3 C -
15 Project Driveway/Rossmoor Center Way* 8.9 A 9.2 A 9.2 A 9.1 A - 9.3 A - 9.5 A -
ICU V/C ratio is used for signalized intersections in the City of Seal Beach.
* Indicates unsignalized intersection. HCM delay in seconds is used for unsignalized intersections.
(Shade) = Exceeds City level of service criteria (LOS D)
1 HCM Methodology-consistent with Caltrans requirements
4.4 Traffic and Transportation
4.4-18 LA Fitness Center
Table 4.4-14: Project Completion Year (2018) With Full Occupancy Peak Hour Roadway Level of Service Summary
Roadway Segment
Di
r
e
c
t
i
o
n
Project Completion Year (2018) Project Completion Year (2018) + Project
AM PM Saturday
Mid-day
AM PM Saturday
Mid-day
Sp
e
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d
(m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
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d
(m
p
h
)
De
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(m
p
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p
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Seal Beach
Boulevard
I-405 Northbound On/Off
Ramps and Lampson
Avenue
NB 45.0 17.1 B 45.0 18.4 C 45.0 15.9 B 45.0 17.2 B 45.0 18.6 C 45.0 16.1 B
SB 45.0 18.4 C 45.0 16.7 B 45.0 14.3 B 45.0 18.5 C 45.0 16.9 B 45.0 14.5 B
Lampson Avenue and Saint
Cloud Drive
NB 45.0 20.0 C 45.0 19.0 C 45.0 18.4 C 45.0 20.2 C 45.0 19.3 C 45.0 18.6 C
SB 45.0 17.5 B 45.0 17.3 B 45.0 15.3 B 45.0 17.6 B 45.0 17.6 B 45.0 15.5 B
Saint Cloud Drive and Town
Center Drive
NB 45.0 15.1 B 45.0 15.2 B 45.0 14.7 B 45.0 15.2 B 45.0 15.4 B 45.0 14.9 B
SB 45.0 11.8 B 45.0 13.2 B 45.0 11.7 B 45.0 11.9 B 45.0 13.4 B 45.0 11.9 B
Town Center Drive and
Rossmoor Center Way
NB 45.0 13.8 B 45.0 13.7 B 45.0 13.0 B 45.0 13.9 B 45.0 14.0 B 45.0 13.2 B
SB 45.0 12.0 B 45.0 12.7 B 45.0 11.6 B 45.0 12.1 B 45.0 12.9 B 45.0 11.8 B
Rossmoor Center Way and
Bradbury Road
NB 45.0 13.5 B 45.0 13.6 B 45.0 13.2 B 45.0 13.6 B 45.0 13.8 B 45.0 13.4 B
SB 45.0 12.4 B 45.0 14.4 B 45.0 13.2 B 45.0 12.5 B 45.0 14.6 B 45.0 13.4 B
Bradbury Road and
Rossmoor Way
NB 45.0 15.2 B 45.0 14.5 B 45.0 13.2 B 45.0 15.3 B 45.0 14.7 B 45.0 13.4 B
SB 45.0 13.4 B 45.0 15.4 B 45.0 13.3 B 45.0 13.5 B 45.0 15.7 B 45.0 13.4 B
Saint Cloud
Drive*
Seal Beach Boulevard and
Yellowtail Drive N/A 22.8 - D 26.4 - C 26.6 - C 22.8 - D 26.4 - C 26.5 - C
Montecito
Road*
Yellowtail Drive and Copa De
Oro Drive N/A 25.9 - C 28.7 - B 29.2 - B 25.9 - C 28.6 - B 29.1 - B
Copa De Oro Drive and
Mainway Drive N/A 30.0 - B 30.1 - B 31.0 - A 30.0 - B 30.0 - B 31.0 - A
Mainway Drive and Bradbury
Road N/A 29.0 - B 30.2 - B 31.2 - A 29.0 - B 30.2 - B 31.1 - A
Rossmoor
Center Way**
Montecito Road and Seal
Beach Boulevard N/A 27.6 - A 25.6 - A 25.2 - B 27.3 - A 25.1 - B 24.7 - B
NB = Northbound, SB = Southbound
*Analyzed as Two Lane Roadways with a speed limit of 35 MPH
**Analyzed as Two Lane Roadway with a speed limit of 30 MPH
Traffic and Transportation 4.4
Environmental Impact Report 4.4-19
FUTURE (2035) GENERAL PLAN BUILDOUT CONDITIONS
Traffic conditions for the future long-range condition, corresponding to the buildout of the City’s General Plan, were
analyzed. The traffic volumes for Future (2035) General Plan Buildout traffic conditions were developed based on an
annual growth rate applied to the Existing (2016) weekday A.M., P.M., and weekend peak-hour traffic volumes at study
intersections and roadway segments to represent a 19-year horizon. Based on discussions with City staff, a growth
rate of 0.5 percent per year was applied over the time frame between Existing and Future (2035) General Plan Buildout
traffic conditions to provide a conservative traffic analysis.
To account for the fully occupied retail center, the trip assignment generated earlier for the unoccupied restaurant was
manually added to the Future (2035) General Plan Buildout traffic volumes to develop the volumes for the Future (2035)
General Plan Buildout with Full Occupancy condition. The LOS at the study area intersections and roadway segments
were identified based on this data.
A summary of Future (2035) General Plan Buildout with Full Occupancy LOS for study area intersections and roadway
segments is presented in Tables 4.4-15 (Future 2035 General Plan Buildout with Full Occupancy Peak Hour
Intersection Level of Service Summary) and 4.4-16 (Future 2035 General Plan Buildout with Full Occupancy Peak
Hour Roadway Level of Service Summary), respectively. The LOS for study area intersections and roadway segments
associated with the inclusion of the proposed project are presented in Tables 4.4-15 (Future 2035 General Plan
Buildout with Full Occupancy Plus Health Club Peak Hour Intersection Level of Service Summary) and 4.4-16 (Future
2035 General Plan Buildout with Full Occupancy Plus Health Club Peak Hour Roadway Level of Service Summary),
respectively.
As shown on the tables, all study area intersections and roadway segments are anticipated to operate at satisfactory LOS
(LOS D or better) under Future (2035) General Plan Buildout with Full Occupancy, without and with health club conditions.
Impacts related to level of service for project intersections and roadways would be less than significant.
As Table 4.4-15 shows, the addition of project traffic at the intersection of Seal Beach Boulevard and Rossmoor Center
Way results in an ICU increase that meets the City’s threshold of significance of 0.040 during the weekday P.M. peak hour.
It should be noted this intersection is anticipated to operate at an acceptable LOS C or better under all peak hours in the
Future (2035) General Plan Buildout with Full Occupancy with Project conditions. As all study area intersections and
roadway facilities are anticipated to operate at satisfactory LOS from Existing (2016) to Future (2035) General Plan
Buildout with Full Occupancy plus Project traffic conditions, operational improvements aimed at alleviating LOS
deficiencies are not warranted and have not been recommended. Existing queuing issues that occur in the northbound
left-turn lane at the intersection of Seal Beach Boulevard and Rossmoor Center Way are anticipated to be alleviated by
the proposed improvement to the northbound left-turn lane as part of the proposed project. Although this northbound left-
turn queuing is an existing concern, the project would improve the stacking distance to eliminate existing queuing
deficiencies and avoid what could have been an increase in those deficiencies without this element of the project.
4.4 Traffic and Transportation
4.4-20 LA Fitness Center
This page intentionally left blank.
Traffic and Transportation 4.4
Environmental Impact Report 4.4-21
Table 4.4-15: Future Buildout Year (2035) Peak Hour Intersection Level of Service Summary
Intersection
Future Buildout Year (2035) Future Buildout Year (2035) + Project
AM PM Sat AM PM Sat
IC
U
/
D
e
l
a
y
LO
S
IC
U
/
D
e
l
a
y
LO
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IC
U
/
D
e
l
a
y
LO
S
IC
U
/
D
e
l
a
y
LO
S
∆
IC
U
IC
U
/
D
e
l
a
y
LO
S
∆
I
C
U
IC
U
/
D
e
l
a
y
LO
S
∆
IC
U
1 Seal Beach Boulevard/I-405 SB On/Off Ramps1 42.1 D 47.0 D 46.6 D 41.7 D - 47.1 D - 47.2 D -
2 Seal Beach Boulevard/I-405 NB On/Off Ramps1 43.2 D 44.9 D 36.6 D 43.7 D - 46.9 D - 37.4 D -
3 Seal Beach Boulevard/Lampson Avenue 0.809 D 0.848 D 0.799 D 0.813 D 0.004 0.855 D 0.007 0.806 D 0.007
4 Seal Beach Boulevard/Saint Cloud Drive 0.623 B 0.738 C 0.669 C 0.625 B 0.002 0.744 C 0.006 0.675 B 0.006
5 Seal Beach Boulevard/Town Center Drive 0.498 A 0.776 C 0.870 C 0.501 A 0.003 0.781 C 0.005 0.875 D 0.005
6 Seal Beach Boulevard/Rossmoor Center Way 0.544 A 0.713 C 0.713 C 0.559 A 0.015 0.753 C 0.040 0.744 C 0.031
7 Seal Beach Boulevard/Bradbury Road 0.766 C 0.730 C 0.680 C 0.769 C 0.003 0.736 C 0.006 0.684 B 0.004
8 Yellow Tail Drive/Saint Cloud Drive* 12.5 B 10.7 B 10.8 B 12.9 B - 10.7 B - 10.9 B -
9 Montecito Road/Copa De Oro Drive* 10.4 B 9.3 A 8.8 A 10.4 B - 9.3 A - 8.8 A -
10 Montecito Road/Rossmoor Center Way* 11.0 B 9.8 A 9.6 A 11.1 B - 9.9 A - 9.7 A -
11 Montecito Road/Bradbury Road* 11.3 B 9.9 A 9.1 A 11.3 B - 9.9 A - 9.1 A -
12 West Road/Rossmoor Center Way* 7.6 A 8.0 A 7.8 A 7.6 A - 8.0 A - 7.8 A -
13 Internal Driveway/Rossmoor Center Way* 8.7 A 13.9 B 19.5 C 9.0 A - 17.3 C - 25.0 C -
14 Internal Driveway/Town Center Drive* 7.7 A 11.4 B 17.9 C 7.7 A - 11.4 B - 17.9 C -
15 Project Driveway/Rossmoor Center Way* 8.9 A 9.1 A 9.3 A 9.0 A - 9.3 A - 9.4 A -
ICU V/C ratio is used for signalized intersections in the City of Seal Beach.
* Indicates unsignalized intersection. HCM delay in seconds is used for unsignalized intersections.
(Shade) = Exceeds City level of service criteria (LOS D)
1 HCM Methodology-consistent with Caltrans requirements
4.4 Traffic and Transportation
4.4-22 LA Fitness Center
Table 4.4-16: Future (2035) Buildout with Full Occupancy Peak Hour Roadway Level of Service Summary
Roadway Segment
Di
r
e
c
t
i
o
n
Future Buildout Year (2035) Future Buildout Year (2035) + Project
AM PM Saturday
Mid-day AM PM Saturday
Mid-day
Sp
e
e
d
(m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
e
d
(m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
e
d
(m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
e
d
(m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
e
d
(m
p
h
)
De
n
s
i
t
y
LO
S
Sp
e
e
d
(m
p
h
)
De
n
s
i
t
y
LO
S
Seal Beach
Boulevard
I-405 Northbound
On/Off Ramps and
Lampson Avenue
NB 45.0 14.4 B 45.0 18.5 C 45.0 15.7 B 45.0 14.5 B 45.0 18.7 C 45.0 15.8 B
SB 45.0 19.3 C 45.0 17.4 B 45.0 14.8 B 45.0 19.4 C 45.0 17.6 B 45.0 14.9 B
Lampson Avenue and
Saint Cloud Drive
NB 45.0 16.9 B 45.0 17.9 B 45.0 17.4 B 45.0 17.0 B 45.0 18.1 C 45.0 17.5 B
SB 45.0 16.3 B 45.0 18.2 C 45.0 15.9 B 45.0 16.4 B 45.0 18.4 C 45.0 16.1 B
Saint Cloud Drive and
Town Center Drive
NB 45.0 14.2 B 45.0 14.1 B 45.0 13.7 B 45.0 14.3 B 45.0 14.4 B 45.0 13.8 B
SB 45.0 11.6 B 45.0 14.0 B 45.0 12.0 B 45.0 11.7 B 45.0 14.2 B 45.0 12.2 B
Town Center Drive and
Rossmoor Center Way
NB 45.0 13.6 B 45.0 13.6 B 45.0 12.7 B 45.0 13.7 B 45.0 13.9 B 45.0 12.8 B
SB 45.0 12.1 B 45.0 13.3 B 45.0 11.7 B 45.0 12.2 B 45.0 13.5 B 45.0 11.9 B
Rossmoor Center Way
and Bradbury Road
NB 45.0 13.9 B 45.0 14.2 B 45.0 13.0 B 45.0 14.0 B 45.0 14.4 B 45.0 13.2 B
SB 45.0 12.4 B 45.0 14.8 B 45.0 13.5 B 45.0 12.5 B 45.0 15.0 B 45.0 13.6 B
Bradbury Road and
Rossmoor Way
NB 45.0 15.7 B 45.0 14.2 B 45.0 13.3 B 45.0 15.7 B 45.0 14.4 B 45.0 13.5 B
SB 45.0 13.0 B 45.0 16.0 B 45.0 13.4 B 45.0 13.1 B 45.0 16.3 B 45.0 13.5 B
Saint Cloud
Drive*
Seal Beach Boulevard
and Yellowtail Drive N/A 25.5 - C 26.5 - C 26.7 - C 25.5 - C 26.5 - C 26.7 - C
Montecito
Road*
Yellowtail Drive and
Copa De Oro Drive N/A 27.8 - C 29.1 - B 29.1 - B 27.8 - C 29.0 - B 29.1 - B
Copa De Oro Drive and
Mainway Drive N/A 30.3 - B 30.7 - A 31.0 - A 30.4 - B 30.7 - A 31.0 - A
Mainway Drive and
Bradbury Road N/A 29.8 - B 30.7 - A 31.4 - A 29.7 - B 30.7 - A 31.4 - A
Rossmoor
Center Way**
Montecito Road and
Seal Beach Boulevard N/A 27.8 - A 26.1 - A 25.7 - A 27.6 - A 25.5 - A 25.3 - B
NB = Northbound, SB = Southbound
*Analyzed as Two Lane Roadways with a speed
limit of 35 MPH
**Analyzed as Two Lane Roadway with a speed
limit of 30 MPH
Traffic and Transportation 4.4
Environmental Impact Report 4.4-23
Impact 4.0. C The proposed project would not conflict result in a change in air traffic patterns, including an
increase in traffic levels or a change in location that results in substantial safety risks.
The proposed project site is not within an area that is subject to an airport land use plan and thus would not change air
traffic patterns.
Impact 4.0. D The proposed project would not substantially increase hazards due to design features or
incompatible uses.
This section presents the results of the site access assessment at the shopping center with full occupancy, both without
and with the proposed health club. This assessment was performed to examine traffic volumes and any potential motor
vehicle, bicycle, and pedestrian conflicts that might be created with the proposed project and associated access
improvements.
SITE ADJACENT DRIVEWAYS AND CIRCULATION (AT ROSSMOOR PARK)
Based on the intersection and roadway analysis and observations made by the project traffic consultant, the section of
Rossmoor Center Way adjacent to the project site between Montecito Road and the internal driveways into Pei Wei and
Sprouts operates at acceptable levels of service. The amount of traffic on this segment of Rossmoor Center Way is lower
than the segment of Rossmoor Center Way just west of Seal Beach Boulevard. Specifically, 2,620 vehicles were counted
in a 24-hour period on Tuesday, October 18, 2016 on Rossmoor Center Way between Montecito Road and the Sprouts
and Pei Wei driveways, while 8,267 vehicles were counted in the same period on Rossmoor Center Way between the
Sprouts and Pei Wei driveways and Seal Beach Boulevard. In an effort to provide perspective on what these volumes
mean for traffic, the City considers 12,500 vehicles per day to be the capacity for a two-lane undivided roadway, like the
segment of Rossmoor Center Way between Montecito Road and the Sprouts and Pei Wei driveways.
Additionally, weekday A.M., P.M., and weekend mid-day peak hour counts at the unsignalized Rossmoor Park outbound-
only driveway to the north of the site revealed a maximum of 46 peak-hour vehicles leaving the residences during any
peak hour. This translates to approximately one vehicle leaving the Rossmoor Park residential development every 78
seconds during the weekday P.M. peak hour. Combined with the daily volumes counted on Rossmoor Center Way directly
in front of this driveway, which are within the 12,500 vehicles per day capacity, the operations at this location and along
this segment are considered acceptable and would not result in unacceptable interruptions in vehicular movements
because of traffic.
It needs to be clarified that this does not apply to the segment of Rossmoor Center Way between the Sprouts and Pei
Wei driveways and Seal Beach Boulevard, which experiences more than three times the daily traffic of the segment
discussed above. Further analysis of the segment of Rossmoor Center Way between the Sprouts and Pei Wei driveways
and Seal Beach Boulevard and the overall traffic operations at the intersection of Seal Beach Boulevard and Rossmoor
Center Way are the focus of the following analysis.
ROSSMOOR CENTER WAY AND SHOPS AT ROSSMOOR ACCESS AND CIRCULATION
As part of the site access assessment, existing and potential turn-pocket queuing issues at site access points and site-
adjacent intersections were analyzed using the SimTraffic (Version 9.1) software. SimTraffic is analysis software that
provides a microscopic model that more accurately simulates real world conditions as compared to macroscopic analysis
tools such as Traffix. SimTraffic tracks and collects measures of effectiveness for each vehicle in a traffic system during a
simulation. Due to variability that arises from simulations of this nature, multiple simulation runs for each analysis scenario
have been averaged to draw representative queuing results. This method more accurately measures the full impact of
queuing and blocking of traffic.
Table 4.4-17 (Site Access Queuing Summary) shows queuing results for Existing (2016) with Full Occupancy without and
with project traffic and indicates that existing peak-hour queues at site access points and site-adjacent intersections are
4.4 Traffic and Transportation
4.4-24 LA Fitness Center
anticipated to be sufficiently stored by existing facilities, with the exception of the northbound left-turn pocket at the
intersection of Seal Beach Boulevard and Rossmoor Center Way. The existing weekday P.M. and weekend midday 95th
percentile peak-hour queues extend past the storage provided by the existing northbound left-turn pocket. The northbound
left-turn pocket currently provides 105 feet of storage with a 100-foot transition. However, as Table 4.4-17 shows, a
potential queue of 190 feet (without the project) during the weekday P.M. peak hour could spill back into the adjacent
through lane.
Because this northbound left-turn lane will be improved by the project applicant concurrent with project implementation,
the added project traffic to this queue is not anticipated to spill back into the adjacent through lane. The addition of traffic
associated with the project to this movement is anticipated to result in a 95th percentile queue of 198 feet during the
weekday p.m. peak hour. It should be noted that anticipated queue lengths are not directly correlated to their associated
volumes, as queuing for a given movement is also dependent on traffic signal operations.
This existing queuing issue would be eliminated with the lengthening of the northbound left-turn pocket included as part
of the proposed project. All other site access points and site-adjacent intersections are anticipated to be sufficiently served
by existing facilities.
Eastbound and westbound queues on the segment of Rossmoor Center Way between the internal driveway and Seal
Beach Boulevard are shown as adequately accommodated in Table 4.4-17 for both Existing (2016) with Full Occupancy
without and with the proposed project. However, field observations and experience with this segment reveal that vehicles
on occasion fill up the 233 feet between the driveways to the Shops at Rossmoor and Seal Beach Boulevard. The lack of
overflow shown in the analysis may be a function of vehicles staying in the upstream northbound left and southbound right
movements on Seal Beach Boulevard to avoid illegally blocking the intersection. The queues in Table 4.4-17 show that
anticipated inbound queues reach 200 feet in the weekday P.M. peak hour, a length that is less than 40 feet from filling up
the entire available inbound lane. The operations of this segment of Rossmoor Center Way affect the upstream
northbound left-turn queues, which have been identified in Table 4.4-17 as exceeding the currently available storage.
PROJECT OFF-SITE IMPROVEMENTS
As part of the proposed project and as noted above, the applicant proposes to implement two off-site improvements to
access facilities. These include lengthening of the northbound left-turn pocket at the intersection of Seal Beach Boulevard
and Rossmoor Center Way to 250 feet and widening Rossmoor Center Way between the internal driveway and Seal
Beach Boulevard. This section provides details on these project off-site improvements.
Northbound Left-Turn Pocket Lengthening
The northbound left-turn movement is currently experiencing queues that could extend past the existing left-turn pocket
during periods of peak demand. The provision of dual left-turn lanes is one possible solution to long queues. However, if
an unequal utilization of the left-turn lanes were probable, the effectiveness of providing two lanes would be greatly
diminished. In addition, right-of way may be necessary to implement dual left-turn lanes. In these circumstances, extending
the queue available to the single lane may be a better option. As previously referenced Table 4.4-17 shows, the
northbound left-turn pocket would require a storage length of approximately 190 feet (an extension of 85 feet) to
accommodate Existing (2016) with Full Occupancy peak-hour queues and a storage length of approximately 198 feet (an
extension of 93 feet) to accommodate Existing (2016) with Full Occupancy plus Project peak-hour queues. As illustrated
in Exhibit 4.4-2, the existing landscaped median along Seal Beach Boulevard would require modification and possibly
vacation to provide the recommended storage length. As shown in Exhibit 4.4-2, a storage length of 250 feet (an extension
of 145 feet) would not reduce the existing 100-foot southbound left-turn pocket providing access to the adjacent Target
shopping center, but may create a situation where the two adjacent left-turn pockets would effectively be “back to back.”
Even though the project would involve extending the northbound turn lane, it should be noted that the proposed project’s
contribution to this existing and future queuing deficiency is at most 17 percent during any peak hour under Existing (2016)
with Full Occupancy plus Project conditions.
Traffic and Transportation 4.4
Environmental Impact Report 4.4-25
Table 4.4-17
Site Access Queuing Summary
Intersection Movement Storage
Length
95th Percentile Queue (ft)
AM PM Sat
Mid-day
Existing (2016) with Full Occupancy
Existing Signal Timing
6 Seal Beach Boulevard/Rossmoor
Center Way
NBL 105 103 190 168
EBL 230 113 213 185
EBTR 230 78 81 87
13 Internal Driveway/Rossmoor
Center Way
EBLT 190 51 48 56
EBTR 190 51 50 52
WBLTR 230 89 165 156
Existing (2016) with Full Occupancy plus Project
Existing Signal Timing
6 Seal Beach Boulevard/Rossmoor
Center Way
NBL 250 107 198 176
EBL 230 128 240 200
EBTR 230 82 96 103
13 Internal Driveway/Rossmoor
Center Way
EBLT 190 50 56 53
EBTR 190 49 53 59
WBLTR 230 96 200 172
Rossmoor Center Way Reconfiguration (Two Westbound Lanes, One and a Half Eastbound Lanes)
6 Seal Beach Boulevard/Rossmoor
Center Way
NBL 250 115 224 210
EBTL 230 121 231 223
EBR 150 58 168 168
13 Internal Driveway/Rossmoor
Center Way
EBLTR 190 58 73 80
WBLT 230 77 180 145
WBR 230 55 58 64
Addition of Right-In Only Driveway on Seal Beach Boulevard
13 Internal Driveway/Rossmoor
Center Way
EBLT 190 50 50 55
EBTR 190 50 50 56
WBLTR 230 85 189 164
Storage Length = Storage length as measured from stop bar to the end of lane striping, ft = feet, NB = northbound, EB = eastbound, L = left,
T = through, R = right
BOLD = Exceeds existing storage length
As part of the project proposed, the applicant additionally proposes to make the following offsite improvement to
enhance area traffic flow.
Reconfiguration of Rossmoor Center Way (Two Westbound Lanes and One and a Half Eastbound Lanes)
As illustrated on Exhibit 4.4-3, an improvement to reduce the westbound queuing on Rossmoor Center Way between the
internal driveway and Seal Beach Boulevard is proposed to increase the capacity for vehicles entering the project site at
Rossmoor Center Way/Seal Beach Boulevard. Providing two inbound lanes (460 feet) would increase the storage for
incoming vehicles and reduce the chance that vehicles would back out onto Seal Beach Boulevard. The addition of a
second westbound lane along Rossmoor Center Way would reduce westbound (inbound) queue lengths to approximately
180 feet (from 200 feet) in the new westbound shared left-turn/through lane and approximately 64 feet in the new
westbound right-turn lane. This would mean that the total queue in both lanes, 244 feet, would fit within the total capacity
of both lanes (460 feet). However, the restriction of the eastbound lanes along Rossmoor Center Way is anticipated to
lengthen eastbound (outbound) queues.
4.4 Traffic and Transportation
4.4-26 LA Fitness Center
The constraint of this improvement is that the two outbound lanes, which provide 460 feet of storage (230 feet in each
lane from Sprouts/Pei Wei to Seal Beach Boulevard), would be reduced to one lane (approximately 380 feet of storage,
230 feet in the shared through left-turn lane and 150 feet in the right-turn lane).
The eastbound (outbound) queues at the intersection of Seal Beach Boulevard and Rossmoor Center Way would be
approximately 231 feet (from 240 feet) in the eastbound shared left-turn/through lane and approximately 168 feet (from
96 feet) in the eastbound right-turn lane. The traffic and queueing analysis in the traffic study describes how vehicles on
occasion back up past the internal intersection due to the queue of vehicles waiting for the green light at Rossmoor Center
Way/Seal Beach Boulevard. Based on observations made in the field by LSA staff, the majority of vehicles turn left at the
intersection.
In conclusion, the widening of Rossmoor Center Way would improve existing queuing conditions and avoid any new
queuing conditions and the improvement would not increase safety hazards. Impact would be less than significant.
PEDESTRIAN MOVEMENT
To illustrate the project’s effect on local traffic adjacent to the pedestrians identified, the weekday ADT counts taken in
October, 2016 for segments of St. Cloud Drive and Montecito Road are shown below alongside the anticipated project
daily traffic.
Table 4.4-18
Existing and Project-Related ADT near Pedestrian Travel Paths
Roadway Segment Existing
ADT*
Project
ADT*
Percent
Increase
Saint Cloud Drive Seal Beach Boulevard and Yellowtail Drive 12,295 61 0.4%
Montecito Road
Yellowtail Drive and Copa De Oro Drive 6,275 49 0.8%
Copa De Oro Drive and Mainway Drive 5,895 37 0.6%
Mainway Drive and Bradbury Road 5,647 37 0.7%
* ADT = Average Daily Traffic
The increases in daily traffic due to project traffic represent an increase of less than one percent at each roadway segment
measured. As a result project traffic would not alter existing traffic volumes or the existing pedestrian experience in any
noticeable way. Impact would be less than significant.
Impact 4.0. E The proposed project would not result in inadequate emergency access.
The proposed project does not include any feature around the building that would impede emergency access, nor
would the project result in substantial additional traffic volumes that would decrease the LOS and potentially impede
emergency vehicle movement. Impact would be less than significant.
Mitigation Measures
No mitigation measures are required.
Level of Significance with Mitigation Incorporated
Not applicable.
Traffic and Transportation 4.4
Environmental Impact Report 4.4-27
EXHIBIT 4.4-1
4.4 Traffic and Transportation
4.4-28 LA Fitness Center
EXHIBIT 4.4-2
Traffic and Transportation 4.4
Environmental Impact Report 4.4-29
EXHIBIT 4.4-3
4.4 Traffic and Transportation
4.4-30 LA Fitness Center
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Environmental Impact Report 5-1
6-
Alternatives 5.0
Purpose
Section 15126.6 of the CEQA Guidelines requires analysis of a reasonable range of alternatives to the proposed project
that would feasibly attain some or all or the main objectives of the proposed project while avoiding or substantially
lessening one or more of the significant environmental effects that would occur. This chapter includes examination of
alternatives that could reduce short-term construction noise impacts and long-term operational noise impacts (the roof-
mounted HVAC equipment) since these are the only potentially significant impacts associated with the project (and can
be fully mitigated).
Rationale for Alternative Selection and Alternatives Considered but Rejected
An EIR is not required to consider alternatives that are infeasible, unreasonable, or overly speculative. The CEQA
Guidelines do not establish or recommend a standard for the number of alternatives that must be addressed. Instead,
the CEQA Guidelines require that an EIR describe a reasonable range of potentially feasible alternatives that will foster
informed decision-making and public participation. The range of alternatives is determined on a case-by-case basis
depending on the unique characteristics of the project location, the project objectives, the environmental setting, and
the potentially significant impacts that are associated with the project. Accordingly, the specific criteria established by
the CEQA Guidelines, and used in this Draft EIR, for the selection of a reasonable range of alternatives for the project
are whether it:
1. Feasibly accomplishes most or all of the project’s main objectives
2. Avoids or substantially reduces one or more of the significant environmental effects associated with the project
The only potentially significant impacts requiring mitigation which have been identified in this EIR are potential noise
impacts resulting from: 1) operation of the roof-mounted HVAC equipment (which would be mitigated with shielding or
baffling; see Impact Noise-1) and 2) possible temporary construction noise (which would be mitigated by implementing
a construction-related noise mitigation plan; see Impact Noise-2). It should be noted that both of these impacts were
determined to be reduced to a less-than-significant level with implementation of the identified mitigation measures.
Alternatives Considered but Rejected
As discussed under Impact 4.3.D in Section 4.3 of the DEIR, absent mitigation, the mounting of the HVAC units on the
rooftop could result in a violation of City noise standards due to the potential for the units to generate over 50 dBA as
measured at the nearest residences. In the worst-case scenario, the proposed HVAC units would exceed the City’s
noise standards by no more than 3dBA. To put this 3dBA excess into context, it is worth noting that, as stated in Section
4.3, a 3dBA increase represents the point at which a noise increase “will be generally perceivable by most people.”
Yet, it falls short of the 5dBA increase in noise which “is considered a noticeable change by most people.” Because
the amount of noise at issue with respect to the HVAC units is so minimal as to be “perceptible” but not yet “noticeable”
and mitigation measures have been provided to reduce this potential project noise impact to a level of insignificance,
alternatives focused on the location of the HVAC units have been considered, but rejected, as not providing a
meaningful basis for consideration.
Based on community input, an alternative to improving the westbound queuing on the segment of Rossmoor Center
was evaluated by LSA (traffic consultant). An additional access point into the retail center would decrease the number
5.0 Alternatives
5-2 LA Fitness Center
of vehicles using this segment. The alternative proposed an inbound only driveway south of Rossmoor Center Way
near the existing Subway restaurant.
Upon discussions with City staff and the City’s transportation consultant, further investigation of the feasibility of this
alternative access improvement was conducted. The City would require a 120-foot deceleration lane on Seal Beach
Boulevard to allow the new driveway. This investigation revealed the following challenges of implementing the new
driveway and right-in only lane:
• Adding a deceleration lane could pose considerable conflicts with existing public utilities which would render
this option financially infeasible;
• A new driveway would result in a reduction of onsite parking spaces;
• Several of the operating tenants will have to grant their approval for the design;
• The utilization of the new driveway is less than 50 inbound peak hour vehicles.
Due to the challenges associated with the Seal Beach Boulevard driveway and right-in only improvement, this
alternative was not considered feasible. The Rossmoor Center Way widening alternative is considered to be feasible
and thus is the preferred access improvement alternative and have been incorporated into the project description.
Another alternative considered but rejected was placing the proposed project at an alternative location in Seal Beach
(a location not in the Shops at Rossmoor; see Alternative 2). Noting that the applicant for the project is the owner of
the Shops at Rossmoor, this alternative was rejected because it would not meet any of the applicant’s project
objectives, including those of expanding uses at the Shops at Rossmoor and building out the shopping center in
accordance with the City’s adopted land use entitlements for the center. Given that the City has adopted policies for
uses within the center and the proposed project fits within those policies, it would not be appropriate for this EIR to
indirectly reconsider those policies by evaluating an offsite alternative. Additionally, the CEQA statute does not require
that an EIR’s list of project alternatives include finding an alternative location for the project, and Section 15126.6(a) of
the CEQA Guidelines requires only that the EIR describe and evaluate “a range of reasonable alternatives to the
project, or to the location of the project.” Nonetheless, an alternative to the proposed location of the project is addressed
in Alternative 2, which would place the project at a different site within the retail center.
Alternatives Considered
ALTERNATIVE 1: “NO PROJECT” ALTERNATIVE
According to Section 15126.6(e)(2) of the CEQA Guidelines, the evaluation of alternatives in an EIR shall include a “no
project” scenario, defined as “...what is reasonably expected to occur in the foreseeable future if the project was not
approved, based on current plans and consistent with available infrastructure and community services.” For the
purpose of this EIR, this alternative assumes that the proposed project would not be constructed. Under Section
15126(e)(3)(B) of the Guidelines, where, as here, the proposed project is “a development project on identifiable
property,” the “no project” alternative must address “predictable actions by others, such as the proposal of some other
project,” as opposed to analyzing “a set of artificial assumptions that would be required to preserve the existing physical
environment.” Therefore, this alternative assumes that if the proposed project is not approved, another project would
take its place on this same site.
The applicant has proposed the project at this specific project site and configuration based on detailed marketing and
siting analyses. The project site is zoned for the general commercial use, has adequate services and utilities, meets
all parking requirements while maintaining the center’s parking compliance as a whole, and otherwise is suitable for
the fitness center. The center has general commercial zoning, parking in excess of City requirements, and a parking
field which, from a planning perspective, invites further commercial development at the project site. As a result, from a
business perspective and based upon the fact that the owner of the Shops at Rossmoor already has proposed the
Alternatives 5.0
Environmental Impact Report 5-3
health center use for the project site, it is highly predictable that if the project is not approved, the owner would pursue
other general commercial uses for the project site and the existing environmental conditions would not be
maintained. Therefore, evaluation of the “no project” alternative identifies and focuses upon the practical result of the
project’s non-approval. If the fitness center is not approved, another general commercial use with similar impacts to
the proposed project could be built on the site consistent with City planning and zoning regulations.
The Seal Beach Municipal Code allows many commercial uses in the General Commercial zone, both as a matter of
right and subject to Conditional Use Permit approval (such as the proposed health club). Uses permitted as a matter
of right include retail sales businesses, coffee houses, and professional offices. Conditionally permitted uses include
full-service restaurants with alcohol sales, building materials sales, and day care centers.
The key public concern raised through the Notice of Preparation process regarding the proposed project was traffic
generation and traffic safety. In the analysis in this EIR, traffic impacts have been found to be less than significant.
However, to examine how alternative allowed uses on the site might compare to the proposed project in terms of daily
trip generation, a comparison of trip rates by land use type was made to determine if any alternative uses would reduce
traffic volumes generated.
Table 5-1 provides evening peak-hour trip generation numbers for the proposed land use (health club) and for other
uses both permitted and/or conditionally permitted in the General Commercial zone. The trip rates are compared by
taking the size of the land use in 1,000 square feet (the proposed project is 37,000 square feet) and multiplying that by
the trip rate. For the proposed project, the multiplier 37 would be used with the trip rate to compare the project to other
uses. For example, the proposed project would generate 131 vehicle trips per hour to the site during the peak commute
hour (4:00 to 6:00 P.M.), whereas a walk-in bank would generate 449 trips during evening peak hours (or 318 trips more
than proposed use). A general office use would generate 55 trips during the evening peak hour (or 76 less fewer than
the proposed use).
Table 5-1
ITE Trip Rates 1 for Various General Commercial Land Uses
Land Use
ITE Traffic Generation Type
Trip Generation (ITE Trip Rate) per
thousand square feet
Commercial Recreation (conditional
use)
Health/Fitness club P.M. Peak Hour: 3.53
Permitted Uses
Banks and other financial institutions Bank (walk-in) P.M. Peak Hour: 12.13
Coffee house/dessert shop Bakery and cafe P.M. Peak Hour: 28.00
Nurseries Garden center P.M. Peak Hour: 6.94
Office, business and professional General office building P.M. Peak Hour: 1.49
Retail sales Retail clothing store P.M.Peak Hour: 3.73
Conditional Uses
Banks and other financial institutions Bank (drive-in) P.M. Peak Hour: 24.30
Building material and services Building materials and lumber store P.M. Peak Hour: 4.49
Daycare center Daycare Center P.M. Peak Hour: 12.46
Full-service restaurant Quality restaurant P.M. Peak Hour: 7.49
Home Improvement Sales and Service Hardware store P.M. Peak Hour: 4.84
Hospital/clinic Clinic P.M. Peak Hour: 5.18
1 The Institute of Transportation Engineers’(ITE) Trip Generation informational report provides trip generation rates for numerous land use and
building types. ITE Procedures estimate the number of trips entering or exiting a site at a given time (sometimes the number entering and
exiting combined is estimated). ITE Rates are functions of type of development, and square footage, number of gas pumps, number of dwelling
units, or other standard measurable things.
5.0 Alternatives
5-4 LA Fitness Center
Table 5-1
ITE Trip Rates 1 for Various General Commercial Land Uses
Land Use
ITE Traffic Generation Type
Trip Generation (ITE Trip Rate) per
thousand square feet
Hotels/motels Hotel without restaurant P.M. Peak Hour: 0.60
Additionally, it should be noted that if the “no project” alternative were considered to reflect the maintenance of the
existing site conditions without change, not only are the impacts of the proposed project reduced by the proposed
mitigation measures to a less-than-significant level, but improvements to existing traffic deficiencies which are
proposed as part of the project description might not be made, thus leaving queuing at the northbound left-turn lane
from Seal Beach Boulevard to Rossmoor Center Drive in a deficient state. The proposed project, therefore, represents
an environmentally superior proposal to the existing site conditions.
ALTERNATIVE 2: ALTERNATIVE LOCATION AT THE SHOPS AT ROSSMOOR SHOPPING CENTER
A second alternative evaluated was locating the 37,000-square-foot health club to vacant tenant space within the Shops
at Rossmoor, specifically the space most recently occupied by an 8,827-square-foot Marie Callender’s Restaurant, just
west of Seal Beach Boulevard (see Exhibit 5-1). This would require demolition of the existing restaurant building. If
the health club were relocated within the shopping center, primary access could be from Seal Beach Boulevard at
Towne Center Drive. A clear challenge for this alternative would be replacing an existing single-story restaurant with a
health club more than three times the restaurant’s square footage. The consequences of such a change would be
significant, including potentially affecting short and long-term parking availability, disrupting adjacent traffic patterns,
impacting business within the center, and creating additional construction impacts because of the demolition involved.
As discussed below, these adverse consequences would not avoid or substantially lessen any significant
environmental impact of the proposed project.
This alternative could redirect additional traffic associated with the health club from Rossmoor Center Way to Towne
Center Drive if the alternative site were in the southern portion of the shopping center. However, since traffic impacts
were not found to be adversely significant, relocating the proposed health club to another site within the Shops at
Rossmoor would not be needed to avoid or reduce an identified significant adverse traffic impact. Additionally, although
it might make a minor, if any, reduction in traffic on Montecito Road, it would not have a materially different effect on
that traffic, given that the proposed project’s contribution to various segments of Montecito Road already was well less
than 1% of the total Montecito Road traffic (see Chapter 4.4). In the short-term, this alternative would eliminate, for
nearby residents, noise associated with project construction. Construction noise, however, was not found to have a
significant impact after mitigation, so this alternative would not eliminate an unmitigable significant impact.
This alternative would result in the loss of a significant sales tax revenue opportunity for the City, as it would replace a
highly visible retail/restaurant site with a fitness center which would not generate significant taxable sales. Also, this
alternative could require improvements to the existing left-turn lane from Seal Beach Boulevard into the Shops at
Rossmoor to address today’s existing queuing deficiencies at that location. While this alternative would meet one
project objective of expanding the center’s square footage consistent with the existing entitlements, it would not satisfy
any of the others. The demolition of the building would add additional environmental considerations related to, among
other things, noise, dust, and disruption of immediately adjacent traffic, to the same environmental considerations
evaluated in this EIR for the proposed project. This alternative would reduce the amount of presently available customer
parking located near existing businesses, including Toys R Us, Kohl’s, Rite Aid, and the hair and nail salons, forcing
customers to use parking in the rear of the center which is in the isolated area now proposed for the health club. In
addition, from the perspective of the retailers, because of its increased height relative to the existing restaurant building
(to accommodate a second floor), it might limit drivers’ ability to identify businesses within the center.
Furthermore, moving the health club to the Marie Callender’s site would not guarantee that another commercial building
would not be developed on the project site consistent with the center’s existing land use entitlements. Please refer to
Alternatives 5.0
Environmental Impact Report 5-5
the earlier discussion of the No Project Alternative. Depending on the proposed use, such a project could have greater
or lesser impacts than those analyzed for the proposed project. Thus, Alternative 2 offers no clear environmental
benefits over the proposed project.
Evaluation of Alternatives Impacts Relative to the Project
IMPACT COMPARISON
Air Quality
The proposed pollutant emissions associated with the proposed project would not exceed the CEQA significance
threshold developed by the SCAQMD and, therefore, would not result in a significant impact. If the fitness center project
is not approved, it is likely that another commercial land use would be established consistent with zoning regulations.
Based on the type of use, air quality emissions could be greater or less than the proposed use, but it is most likely that
other permitted general commercial uses would, like the proposed project, not exceed the SCAQMD threshold and
would not, therefore, be preferable to the proposed project with respect to potential air quality impacts.
Assuming under Alternative 2 the building would be the same size and design, the air quality impacts would be similar
to those assessed for the project: less than significant. If building demolition were involved, additional emissions would
result. Another use or alternative location at the Shops at Rossmoor would be subject to new CEQA review to determine
site-specific and vicinity air quality emissions impacts, as has been performed for the proposed project.
Greenhouse Gas Emissions and Climate Change
The proposed project would not result in direct or indirect GHG emissions that would have a significant effect on the
environment or conflict with an applicable GHG reduction plan, policy, or regulation; therefore, the proposed project
would not result in cumulatively considerable GHG impacts. If the fitness center project is not approved, it is likely that
another commercial land use would be established consistent with zoning regulations. Based on the type of use, GHG
emissions could be greater or less than the proposed use. Assuming under Alternative 2 the building would be the
same size and design, the greenhouse gas impacts would be similar to those assessed for the project: less than
significant. Another use or alternative location at the Shops at Rossmoor would be subject to new CEQA review to
determine site-specific and vicinity GHG emissions impacts, as has been performed for the proposed project.
Noise
Two potential noise impacts have been identified for the proposed project. The first is noise from operation of the
rooftop HVAC equipment. The second is construction noise. Mitigation measures have been provided so that these
impacts would be reduced to less-than-significant levels.
If the fitness center project is not approved, it is likely that another commercial land use would be established consistent
with zoning regulations. Any alternative use would have an HVAC system and would require construction from the
ground up. All such HVAC equipment would have to comply with City noise standards. Similarly, the construction noise
impacts related to the fitness center are no different than would be expected to occur from any other typical general
commercial construction project. While there may be minor variations, one way or the other, in the scope of noise
impacts generated by a different general commercial use, there is no basis for concluding that those impacts would be
less significant than the impacts identified and mitigated in the evaluation of the proposed project.
While Alternative 2 would remove the potential for noise associated with HVAC equipment to exceed City standards at
the residential property line, the alternative might involve demolition of existing structures or the loss of convenient
customer parking to avoid the same noise impact as would be fully mitigated by the proposed mitigation options for the
proposed project. As a result, moving to another location within the Shops at Rossmoor would not eliminate any
remaining noise impact of the proposed project.
5.0 Alternatives
5-6 LA Fitness Center
Transportation and Traffic
The proposed project would result in less than significant transportation and traffic impacts with incorporation of the
improvements proposed by the applicant on Seal Beach Boulevard. It should be noted, however, that as part of the
project, improvements to the northbound left turn land from Seal Beach Boulevard to Rossmoor Center Drive would be
implemented. These improvements eliminate an existing queuing deficiency which the project has no obligation to
remedy in full.
If the fitness center project is not approved, it is likely that another commercial land use would be established consistent
with zoning regulations. Based on the type of use, trip generation could be less than the proposed project, similar to
the project, or it could generate more traffic than the fitness center. The trip rate data shown in Table 5-1 above indicate
that except for office, professional, or hotel uses (with no restaurant), most land uses that could be developed under
existing zoning regulations could result in more evening peak-hour traffic in the project area than the proposed project.
Notably, other projects might not be required to remedy the entire existing queuing deficiency that the proposed project
has included. Because the City cannot require a project to improve existing deficient conditions in a manner which
exceeds the project’s roughly proportional contribution to the condition, it would not be proper to assume that the
proposed correction of the queuing deficiency would be included as part of other general commercial projects which
might be proposed if this project is not approved. As a result, the environmental impacts of other general commercial
projects are likely to be equivalent to those of the proposed project, but the environmental benefits are likely to be less
substantial.
Alternative 2 could redirect additional traffic associated with the health club from Rossmoor Center Way to Towne
Center Drive. However, since traffic impacts were not found to be adversely significant, relocating the proposed health
club to another site within the Shops at Rossmoor would not be needed to avoid or reduce an identified significant
adverse traffic impact.
Environmentally Superior Alternative Other than the No Project Alternative
The proposed project is consistent with the land use and zoning designations of the City, has adequate services and
utilities to serve it, and would not result in unmitigated significant impacts. In addition, it would remedy in full the existing
queuing deficiency discussed above. The alternative of the construction and operation of any general commercial use
on the project site is likely to present the same impacts identified for the proposed project and result in the same or
equivalent mitigation of those impacts, but fail to remedy the existing queuing deficiency. Relocating the project to
another location at the Shops at Rossmoor would not preclude the development of another commercial use on the
project site, which could have greater or lesser impacts that the proposed project. As a result, no alternative has been
identified which is environmentally superior to the proposed project.
Alternatives 5.0
Environmental Impact Report 5-7
Environmental Impact Report 6-1
6.0 Analysis of Long-Term Effects
CEQA requires the discussion of the cumulative impacts and growth-inducing impacts. Sections 6.1 and 6.2 address
these issues as they relate to construction of the health club. Additionally, an energy conservation analysis (Section
6.3) has been prepared pursuant to California Public Resources Code Section 21100(b)(3) and Appendix F of the
CEQA Guidelines.
6.1 CUMULATIVE IMPACTS
Sections 15130(a) through 15130(e) of the State CEQA Guidelines require that an EIR include a discussion of
cumulative impacts. Section 15355 of the State CEQA Guidelines defines a cumulative impact as two or more
individual effects which, when considered together, are considerable or which compound or increase other
environmental impacts. Section 15130(b)(1) of the State CEQA Guidelines identify two methods to determine the
scope of projects for cumulative impact analysis:
List Method. A list of past, present, and probable future projects producing related or cumulative impacts,
including, if necessary, those projects outside the control of the agency.
Projection Method. A summary of projections contained in an adopted general plan or related planning
document or in a prior environmental document that has been adopted or certified, which described or evaluated
regional or area wide conditions contributing to the cumulative impact. Any such planning document shall be
referenced and made available to the public at a location specified by the Lead Agency.
The analysis below uses the list method. Although the City of Seal Beach did not have any cumulative projects to
consider in the analysis, the neighboring City of Los Alamitos provided two projects that could contribute cumulatively to
project impacts, in particular regarding traffic and transportation.
• Village 605 – 3131 Katella Avenue: Replacement of existing office use with the construction of a 113,800-
square-foot neighborhood retail center within seven buildings
• Fairfield Inn & Suites – 10650 Los Alamitos Boulevard (north of Bradbury Road): Construction of a 108-room
hotel
AESTHETICS
The Initial Study found that no significant aesthetic impacts are associated with development of the health club.
There are no other projects in the immediate vicinity that are proposed to be built in the near future; therefore, the
project would not contribute cumulatively to the degradation of scenic vistas, views, visual character, or increase
impacts related to light and glare.
AGRICULTURAL RESOURCES
Analysis of agricultural impacts was addressed in the Initial Study. No agricultural impacts would be associated with
the health club as there are no agricultural resources in the project vicinity. The project could not contribute
cumulatively to loss of farmland or forest land, or conflict with agricultural or timberland zoning.
AIR QUALITY
The context for assessing cumulative air quality impacts is the South Coast Air Basin in terms of national and State
criteria pollutant standards. The immediate vicinity of the project site is the context for localized levels of criteria
pollutants. Cumulative short-term, construction-related emissions and long-term, operational emissions from the
project would not contribute considerably to any potential cumulative air quality impact because short-term project
6.0 Analysis of Long Term Impacts
6-2 LA Fitness Center
and operational emissions would not exceed any SCAQMD daily threshold. As it is required for the proposed project,
other concurrent construction projects and operations in the region, such as the Village 605-3131 Katella Avenue
Project and Fairfield Inn & Suites located in the City of Los Alamitos, would be required to implement standard air
quality regulations and mitigation pursuant to CEQA requirements. Such measures include compliance with
SCAQMD Rule 403, which requires actions to limit dust and particulate matter emissions. Impacts would be less than
significant.
BIOLOGICAL RESOURCES
Analysis of biological resource impacts was addressed in the Initial Study. No biological resource impacts would be
associated with the health club. Because the project would have no biological impact, it would not contribute
cumulatively to loss of listed or special concern species, natural communities, wetlands, or movement corridors. Also,
it would not conflict with local policies or ordinance protecting biological resources, including a habitat conservation
plan.
CULTURAL RESOURCES
Analysis of cultural resource impacts was addressed in the Initial Study. No significant cultural resource impacts
would be associated with the development of the health club. Consultation with Native American tribes pursuant to
AB52 was conducted, and no impacts were identified. Since cultural resource impacts associated with a relatively
small infill project are primarily site specific, the project will not contribute cumulatively to a change or significance in
a historical, archaeological, or paleontological resource, or adversely affect important Native American resources.
GEOLOGY AND SOILS
Analysis of geologic and soil related impacts was addressed in the Initial Study. No significant impacts related to
geologic or soil resources would be associated with the health club. Since geologic and soil impacts associated with
a relatively small infill project are primarily site specific, the project would not contribute cumulatively to exposing
people or structures to hazards associated with earthquakes, strong seismic shaking, ground failure, landslides, or
unstable soils.
GREENHOUSE GAS EMISSIONS
Unlike air quality, which is influenced by local and regional factors and is therefore considered on the local or regional
scale, the effects of global climate change are the result of greenhouse gas (GHG) emissions worldwide. Individual
projects do not generate enough GHG emissions to influence global climate change. Thus, the analysis of GHG
emissions is by nature a cumulative analysis focused on whether an individual project’s contribution to global climate
change is cumulatively considerable. As described Section 4.2, Greenhouse Gases, the proposed project would not
result in direct or indirect GHG emissions that have a significant effect on the environment or conflict with an
applicable GHG reduction plan, policy, or regulation. Therefore, the project would not result in cumulative
considerable GHG impacts.
HAZARDS AND HAZARDOUS MATERIALS
Analysis of impacts related to hazards and hazardous material impacts was addressed in the Initial Study. No
significant impacts related to hazards and hazardous materials would be associated with construction of the health
club. The project would not contribute cumulatively to exposing people to hazards associated with the transport of
hazardous materials, hazardous materials upset, or hazardous emissions because it is not the type of project that
involves routine transport of hazardous material, or which produces hazardous emissions. No hazards associated
with public or private airports impact the immediate surrounding area.
6.0 Analysis of Long Term Effects
Environmental Impact Report 6-3
HYDROLOGY AND WATER QUALITY
Analysis of hydrology and water quality related impacts was addressed in the Initial Study. No significant impacts
related to hydrology and water quality would be associated with construction of the health club. The project would tie
into the existing storm water system of the shopping center and it would implement appropriate best management
practices in the design of the landscaping. During construction, the project would comply with NPDES regulations.
As a result, the project would not contribute cumulatively to the violation of any water quality standards, depletion of
groundwater resources, altering drainage courses or patterns, flooding, or other water quality degradation.
LAND USE AND PLANNING
Analysis of impacts related to land use and planning was addressed in the Initial Study. No direct impacts related to
land use and planning would result from the health club. Indirect impacts relating to air quality, greenhouse gases,
noise, and traffic/transportation are addressed in this EIR. Because the project would not have any direct land use
impacts, the project would not contribute cumulatively to dividing a community, creating conflicts with land use plans
and policies, or conflict with a habitat conservation plan.
MINERAL RESOURCES
Analysis of impacts on mineral resources was addressed in the Initial Study. No impacts related to mineral resources
would be associated with the health club. Because the project would have no impacts on mineral resources, it would
not contribute cumulatively to the loss of known mineral resources of local value to the region or State or locally
important mineral resources.
NOISE
Implementation of the proposed project would have a localized operational impact related to the operation of a
rooftop HVAC units, but the impact would be reduced to less than significant with implementation of a mitigation
measure that would screen or otherwise suppress HVAC noise to achieve City standards. The project would not
contribute cumulatively to an increase in short-term or long-term noise or vibration impacts because the cumulative
projects considered in the analysis are too far away from the project site to contribute to or exacerbate project noise.
POPULATION AND HOUSING
Analysis of impacts related to population and housing was addressed in the Initial Study. No impacts related to
population and housing would be associated with construction of the health club, including growth-inducing impacts
since the project is an infill project. For this reason, the project would not contribute cumulatively to inducing
population growth, displacing substantial numbers of housing units, or displacing substantial numbers of people.
PUBLIC SERVICES
Analysis of impacts related to public services was addressed in the Initial Study. No significant impacts related to
population and housing would be associated with development of the health club. There are no other projects in the
immediate vicinity that are proposed to be built in the City in the near future; therefore, the project would not
contribute cumulatively to City’s ability to provide adequate services for fire protection, police protection, schools,
parks, or other public facilities.
6.0 Analysis of Long Term Impacts
6-4 LA Fitness Center
RECREATION
Analysis of impacts related to recreation was addressed in the Initial Study. No impacts related to recreation would
be associated with the health club. Because the project will have no impacts on recreation resources, it would not
contribute cumulatively to accelerated degradation of neighborhood parks or to the need to construct or expand
recreational facilities which might have an adverse physical effect on the environment.
TRANSPORTATION AND TRAFFIC
According to the project applicant, the proposed project will be completed by the end of 2018. In order to present a near-
term 2018 traffic condition, an ambient growth rate of 0.5 percent per year was added to existing traffic volumes along
with traffic from the unoccupied parcel within The Shops at Rossmoor. This growth rate is consistent with the growth
rate utilized in the previous traffic analysis and which was reached through consultation with City staff.
In addition to the inclusion of an ambient growth rate, anticipated traffic from nearby planned developments that may
utilize the study area roadway facilities by the time the project is planned to be built and operational was considered in
the analysis. The neighboring City of Los Alamitos was contacted for information on anticipated developments that may
contribute traffic to study area facilities. Based on information provided by City of Los Alamitos staff, traffic from the
cumulative projects in Los Alamitos cited above was included in the analysis.
Summary of Project Completion Year (2018) with Full Occupancy Peak Hour LOS for study area intersections and
roadway segments are presented in previous Tables 4.4-13 (Project Completion Year 2018 with Full Occupancy Peak
Hour Intersection Level of Service Summary) and Table 4.4-14 (Project Completion Year 2018 with Full Occupancy
Peak Hour Roadway Level of Service Summary), respectively. LOS for study area intersections and roadway segments
associated with the addition of the proposed project (plus Health Club) are presented in previous Tables 4.4-15 (Project
Completion Year 2018 with Full Occupancy Plus Health Club Peak Hour Intersection Level of Service Summary) and
4.4-16 (Project Completion 2018 with Full Occupancy Plus Health Club Peak Hour Roadway Level of Service
Summary), respectively. As shown on the tables, all study area intersections and roadway segments are anticipated to
operate at satisfactory LOS (LOS D or better) under Project Completion Year (2018) with Full Occupancy conditions,
without and with the proposed health club. Cumulative traffic impacts would be less than significant.
UTILITIES AND SERVICE SYSTEMS
Analysis of impacts related to utilities and service systems was addressed in the Initial Study. No significant impacts
related to utilities and service systems would be associated with development of the health club. There are no other
projects in the immediate vicinity that are proposed to be built in the near future; therefore, the project would not
contribute cumulatively to the exceedance of wastewater treatment standards, the need to build new or expanded
wastewater facilities, the need to expand water supplies, or the need to increase the capacity of landfills.
6.0 Analysis of Long Term Effects
Environmental Impact Report 6-5
6.2 GROWTH-INDUCING IMPACTS
Growth-inducing effects include ways in which the proposed project could foster economic or population growth,
either directly or indirectly, in the surrounding environment. A prime example is a major infrastructure project or road
extension which provides urban service capacities to currently undeveloped areas, thus removing an obstacle to
population growth. The proposed health club project would generally serve the existing population and is not the type
of land use that would cause new residents to move to the area. The surrounding neighborhood is fully urbanized.
Thus, the project would not create growth-inducing effects.
6.0 Analysis of Long Term Impacts
6-6 LA Fitness Center
6.3 ENERGY CONSERVATION
The purpose of this analysis is to assess the short- and long-term energy demand of the proposed project, identify
proposed and required conservation measures, and assess the extent to which the proposed project would conserve
energy. Project energy demand would not be wasteful, inefficient, or unnecessary if the project would not increase
energy demand over typical construction and operating requirements.
The goal of conserving energy implies the wise and efficient use of energy. In order to assure that energy
implications are considered in project decisions, CEQA requires that EIRs include a discussion of the potential
energy impacts of proposed projects, with particular emphasis on avoiding or reducing inefficient, wasteful, and
unnecessary consumption of energy (see Public Resources Code section 21100[b][3]). Energy conservation implies
that a project's cost effectiveness be reviewed not only in dollars, but also in terms of energy requirements. For many
projects, cost effectiveness may be determined more by energy efficiency than by initial dollar costs. A lead agency
may consider the extent to which an energy source serving the project has already undergone environmental review
that adequately analyzed and mitigated the effects of energy production.
ENVIRONMENTAL SETTING
According to the California Energy Commission’s (CEC) 2013 Integrated Energy Policy Report, Californians
consumed about 280,561 gigawatt hours (GWh) of electricity and more than 12,700 million British thermal units
(BTU) of natural gas in 2012.1 The U.S. Energy Information Administration estimates that by 2024, California’s
electricity consumption will reach between 308,277 GWh and 337,713 GWh, an annual average growth rate of 0.79
to 1.56 percent, and natural gas consumption is expected to reach between 13,773 million and 14,175 million BTU by
2022, an average annual growth rate of 0.7 to 0.94 percent.
Three large investor-owned utility companies supply energy to California: Pacific Gas and Electric (PG&E), San
Diego Gas and Electric, and Southern California Edison.2 Approximately 70 percent of California’s electricity is
generated from power plants located within the State and from plants that are outside of the state but owned by
California utilities. About 10 percent is imported from the Pacific Northwest and 20 percent from the American
Southwest.3 In-state power is attained from 61.1 percent natural gas, 17.1 renewable energy and 11.7 percent large
hydropower. A small portion of the State’s local energy, 0.8 percent, is generated from coal.
Due in part to the State’s emphasis on renewable energy, California is second in leading the nation when it comes to
net electricity generation from renewable resources. A top producer of electricity from conventional hydroelectric
power, California is also a leader in net electricity generation from several other renewable energy sources. In 2010,
California generated 58,881 GWh in renewable electricity, accounting for 22.7 percent of the State’s overall electricity
sales.
1 California Energy Commission (CEC) 2013. Renewables Portfolio Standard Eligibility: Seventh Edition. Publication Number: CEC‐300‐2013‐005‐ED7‐SD
2 California Public Utilities Commission (CPUC) 2013. California Renewable Portfolio Standard (RPS).
http://www.cpuc.ca.gov/PUC/energy/Renewables/index.htm. Accessed August 18, 2014.
3 California Energy Commission (CEC) 2011. 2011 Integrated Energy Policy Report. Publication Number: CEC-100-2011-001-CMF. Accessed July 25, 2015.
<http://www.energy.ca.gov/2014publications/CEC-100-2011-001/CEC-100-2011-001-CMF.pdf>
6.0 Analysis of Long Term Effects
Environmental Impact Report 6-7
According to the CEC, total electricity use in Orange County was 20,887 million kilowatt hours (kWh) in 2015,
including 14,092 million kWh of consumption for non-residential land uses. Natural gas consumption was 551 million
therms4 in 2015, including 234 million therms from non-residential uses.5
REGULATORY SETTING
Clean Energy and Pollution Reduction Act of 2015 (SB-350)
On April 29, 2015, Governor Edmund G. Brown Jr. signed Executive Order B-30-15, establishing a new statewide
goal to reduce greenhouse gas emissions 40 percent below 1990 levels by 2030. The Clean Energy and Pollution
Reduction Act of 2015 (Senate Bill 350, DeLeon, Chapter 547, Statutes of 2015) (SB 350) subsequently codified two
of the Governor’s goals for reducing carbon emissions: increasing renewable electricity procurement to 50 percent by
2030, and doubling energy efficiency savings by 2030. The State currently uses renewable energy to serve about 25
percent of its electricity consumption.6
California Building Standards Code
The California Building Standards Code (Title 24 of the California Code of Regulations) was enacted in 1978 to
ensure that all new construction meets a minimum level of energy efficiency standards. California's Building Energy
Efficiency Standards are updated on an approximate three-year cycle. The current 2016 standards went into effect
January 1, 2017. Subchapters 7 and 8 of Title 24, Part 6 contain mandatory standards for new low-rise residential
buildings related to insulation, heating and cooling, lighting, shading and roofing.
Seal Beach has adopted the 2016 edition of the CBC (Title 24), including the California Green Building Standards
Code. The project would be subject to the California Green Building Standards Code, which requires that new
buildings reduce water consumption, employ building commissioning to increase building system efficiencies for large
buildings, divert construction waste from landfills, and utilize low pollutant-emitting finish materials.
ENERGY DISCUSSION
Short-term energy demand would result from construction of the health club. This would include energy demand from
worker and vendor vehicle trips and construction equipment usage. Long-term energy demand would result from
operation of the health club. This would typically include energy demand from vehicle trips, electricity and natural gas
usage, and water and wastewater conveyance. This discussion generally describes the energy needs of these
activities and how they are applicable to the proposed project.
Construction Activities
The proposed project involves the construction of a single-story, 37,000-square-foot private health club located in the
City of Seal Beach. The health club would be constructed on a parking lot currently serving the Shops at Rossmoor.
Project construction is anticipated to begin in mid-2017, with completion by the end of 2018. Construction would
require the use of heavy-duty construction equipment (e.g., backhoes, scrapers, loaders, etc.) during most phases of
construction. Phasing of construction associated with development of the proposed health club would involve
demolition of the existing pavement on the project site, site preparation, site grading, building construction, paving,
and painting (including restriping of the entire Shops at Rossmoor parking lot). This construction would result in use
of gasoline and diesel fuels used to power workers’ vehicles and equipment.
4 Thems a unit of heat equivalent to approximately 100,000 BTUs.
5 California Energy Commission (CEC) 2016. “Electricity Consumption by County”. Web. <http://ecdms.energy.ca.gov/elecbycounty.aspx>
6 California Energy Commission (CEC) 2014. Renewable Energy Overview and Programs. http://www.energy.ca.gov/renewables/. Accessed August 19, 2014.
6.0 Analysis of Long Term Impacts
6-8 LA Fitness Center
Operational Activities
Once constructed, the private health club would provide numerous amenities to its members. Facilities in the health
club would include free weights, circuit training, a pool, a basketball court, separate rooms for aerobics and spinning,
a personal training room, men’s and women’s showers and lockers, a hot yoga studio, a physical therapy room, and
a children’s area. Operation of the health club would involve energy usage from mobile sources (used by members to
get to the health club), electricity (used for lighting, powering equipment, and water transport), and natural gas (for
heating).
In addition to estimating criteria pollutants and greenhouse gas emissions, the California Emissions Estimator Model
(CalEEMod, Version 2016.3.1) utilized in Section 4.3, Air Quality, and Section 4.7, Greenhouse Gases, also provides
some utility consumption estimates (including solid waste generation). Metrics provided below for electricity and
natural gas utilize this estimated information.
Mobile Sources
Mobile source energy demand primarily is associated with individual vehicle energy demand and therefore gasoline
and diesel fuel primarily, as well as electricity increasingly for electric vehicles. Mobile source energy demand may
also be associated with public transportation such as buses and trains associated with natural gas, diesel fuel, or
electricity.
Electricity and Natural Gas Use
Energy consumption resulting from physical operation of the proposed health club would come in the form electricity
and natural usage. Electricity would be used to power the lighting, air conditioning, and various pieces of equipment
(e.g., treadmills, ellipticals, etc.). Natural gas would most likely be used to heat various portions of the facility, such as
the hot yoga studio, the pool water, and the showers. The CalEEMod model run estimates the proposed health club
would consume approximately 775 million BTUs per year, and approximately 350,000 kilowatt-hours per year
(kWh/yr).
Water and Wastewater
Electricity would indirectly be required to transport and treat water at the proposed health club. Potable water would
be transported to the facility by existing utility lines serving the Shops at Rossmoor. This water conveyed to the
facility would then be used for drinking, showering, and swimming. Wastewater generated by showering and/or other
hygienic activities would be transported to a wastewater treatment facility where it would undergo purification. The
CalEEMod model run estimates total water usage related to the proposed health club would be approximately two
million gallons per year for indoor use. A portion of the estimated consumption of 350,000 kWh/yr would be utilized
for this water transport.
Energy Conservation
The project would be subject to State water and energy efficiency regulations pursuant to the California Building
Code CBC 7 that would reduce long-term project energy demand. These requirements would reduce wasteful,
inefficient, and unnecessary consumption of energy over the long-term. In addition, according to LA Fitness
representatives LA Fitness designs its projects with many energy-efficient features (Greg Gill, LA Fitness, 2/02/17),
including the following:
1. High-efficiency LED lighting, fully dimmable generating up to 30% reduction in lighting energy
2. Occupancy sensors to reduce energy use in unoccupied rooms
3. Daylight harvesting zones to turn off lights when enough daylight is available
4. Heat exchanger (using hot water already in circulation for showers and faucets) in lieu of separate gas-heater
to heat pool
7 California Building Standards Commission. 2011 California Building Code. January 2011.
6.0 Analysis of Long Term Effects
Environmental Impact Report 6-9
5. Heat exchanger utilizes locker area hot water in lieu of separate gas-heater to heat pool
6. High-efficiency low-glare glass in excess of code requirement
7. High insulation levels at the walls of R 19 in excess of code requirements
8. Cool roof
9. Skylights
10. 96% efficient water heaters
11. Central Energy Management System, that turns off HVAC and lighting to rooms when they are not scheduled
for use
12. Demand response signal from the utility that reduces energy use by 15% when the utility is experiencing a
peak
13. Demand control ventilation system, which uses sensors to automatically reduce outside air intake when there
are fewer occupants
14. Hands-free auto faucets with flow restrictors
CONCLUSION
The proposed project involves the construction and operation of a new health club on an existing parking lot within an
established commercial center. The area in which the project is located is urbanized and developed with residential
land uses to the west and north and commercial development to the south and east. Due to the project’s location, it is
likely people living in the area or visiting the area would be inclined to visit the health club instead of travelling to a
health club that may be farther away. Although the project would increase energy usage compared to current
conditions, this energy would not be wasteful or inefficient due to the building codes and standards the project would
comply with. Furthermore, as a new facility, many of the pieces of equipment located in the proposed health club
would be new higher energy efficient equipment, and as stated above, many energy-efficient features would be
designed into the building. Energy demand for the project would not be wasteful, inefficient, or unnecessary.
6.0 Analysis of Long Term Impacts
6-10 LA Fitness Center
6.4 UNAVOIDABLE SIGNIFICANT ENVIRONMENTAL IMPACTS
The analysis presented in Section 4 found that the project would not create any unavoidable significant
environmental impacts.
Environmental Impact Report 7.0-1
7.0 Effects Found Not to Be Significant
CEQA Guidelines Section 15128 requires a statement indicating the reason that various possible significant effects
are determined not to be significant and therefore are not discussed in the EIR. The November, 2016 Initial Study
prepared for the project determined that the impacts listed below would not occur or would be less than significant;
therefore, these topics have not been further analyzed in this DEIR. Please refer to Appendix A (Initial
Study/Negative Declaration) for explanations of the basis for these conclusions.
AESTHETICS
• Scenic Vista – No Impact
• Scenic Resources – No Impact
• Visual Character – Less than Significant Impact
• Light and Glare -- Less than Significant Impact
AGRICULTURE RESOURCES
• Farmland Mapping and Monitoring Program – No Impact
• Agricultural Use/Williamson Act – No Impact
• Rezoning Forest Land/Timberland – No Impact
• Conversion/Loss of Forest Land – No Impact
• Farmland Conversion – No Impact
BIOLOGICAL RESOURCES
• Sensitive Natural Communities – No Impact
• Riparian Habitat/Sensitive Natural Community – No Impact
• Wetlands – No Impact
• Wildlife Migration – No Impact
• Local Policies/Ordinances Protecting Biological Resources – Less than Significant Impact
• Conservation Planning – No Impact
CULTURAL RESOURCES
• Historical Resources – No Impact
• Archaeological Resources – Less than Significant Impact
• Paleontological Resources – Less than Significant Impact
• Human Remains – Less than Significant Impact
• Tribal Consultation under AB52: In January, 2017, the City of Seal Beach send letters to Tribes that had
requested consultation on projects being proposed in the City regarding the preparation of the DEIR for the
project. The Gabrieleno Band of Mission Indians – Kizh Nation responded to the consultation request on
February 1, 2017. They requested that their certified Native American Monitor be on site during ground-
disturbing activities, which is a typical request but generally not necessary in already-developed areas.
GEOLOGY AND SOILS
• Fault Rupture – No Impact
• Seismic Ground Shaking – Less than Significant Impact
• Landslides – Less than Significant Impact
• Loss of Topsoil – Less than Significant Impact
7.0 Effects Found Not to be Significant
7.0-2 LA Fitness Center
• Expansive Soil – Less than Significant Impact
• Septic Tanks – No Impact
HAZARDS AND HAZARDOUS MATERIALS
• Hazardous Materials Transport/Use/Disposal – Less than Significant Impact
• Release of Hazardous Materials – Less than Significant Impact
• Hazards near Schools - Less than Significant Impact
• Located on Known Hazardous Site – No Impact
• Airport Land Use Plan – Less than Significant Impact
• Private Airstrips – Less than Significant Impact
• Emergency Planning – Less than Significant Impact
• Wildland Fires – No Impact
HYDROLOGY AND WATER QUALITY
• Water and Wastewater Standards – Less than Significant Impact
• Groundwater Supplies and Recharge – Less than Significant Impact
• On – and Off-Site Erosion – Less than Significant Impact
• On – and Off-Site Flooding – Less than Significant Impact
• Water Quality – No Impact
• 100-Year Flooding and Housing – No Impact
• Impedance/Redirection of 100-Year Flooding – No Impact
• Dam or Levee Failure – No Impact
• Seiche, Tsunami, or Mudflow – No Impact
LAND USE AND PLANNING
• Division of Communities – No Impact
• Conflict with Applicable Land Use Policies, Plans, Regulations – Less than Significant Impact
• Conservation Planning – No Impact
MINERAL RESOURCES
• Regional Mineral Resources – No Impact
• Local Mineral Resources – No Impact
NOISE
• Airport Vicinity – Less than Significant Impact
• Private Airstrip Vicinity – Less than Significant Impact
POPULATION AND HOUSING
• Induce Substantial Growth – Less than Significant Impact
• Displacement of Housing – No Impact
• Displacement or People – No Impact
7.0 Effects Found Not to be Significant
Environmental Impact Report 7.0-3
PUBLIC SERVICES
• Fire Protection – Less than Significant Impact
• Police Protection – Less than Significant Impact
• Schools – Less than Significant Impact
• Parks -- Less than Significant Impact
• Other Public Facilities – No Impact
RECREATION
• Increase Use of Neighborhood Parks – No Impact
• Require Expansion of Recreational Facilities – No Impact
UTILITIES AND SERVICE SYSTEMS
• Exceed Wastewater Treatment Requirements – Less than Significant Impact
• Require Construction of New Wastewater Treatment Facilities - Less than Significant Impact
• New Stormwater Drainage Facilities - Less than Significant Impact
• Have Sufficient Water Supplies - Less than Significant Impact
• Landfill Capacity – Less than Significant Impact
• Comply with Solid Waste Regulations – No Impact
7.0 Effects Found Not to be Significant
7.0-4 LA Fitness Center
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Environmental Impact Report 8.0-1
8.0 Preparation Team and References
Preparation Team
City of Seal Beach (Lead Agency)
211 Eighth Street
Seal Beach, CA 90740
(562) 431-2527
Jim Basham, Community Development Director
Crystal Landavazo, Senior Planner
Steven Fowler, Associate Planner
Land Use and Planning, Air Quality and Climate Change, and Environmental Analysis
MIG, Inc.
537 S. Raymond Avenue
Pasadena, CA 91105
www.migcom.com
(626) 744-9872
Laura Stetson, AICP, Principal
Victoria Harris, Senior Environmental Analyst
Chris Dugan, Senior Environmental Analyst
Phil Gleason, Project Analyst
Cameron Hile, Project Analyst and Graphics
Traffic and Transportation
LSA Associates, Inc.
20 Executive Park, Suite 200
Irvine, CA 92614
Prepared under the supervision of Donson H. Liu, T.E.
Noise
Veneklasen Associates, Inc.
1711 16th Street
Santa Monica, CA 90404
Prepared under the supervision of Richard Silva
8.0 Preparation Team and References
8.0-2 LA Fitness Center
References
Land Use and Planning
City of Seal Beach, 2003. General Plan Land Use Element.
City of Seal Beach, 2016. Municipal Code, Zoning Ordinance.
Air Quality
California Air Resources Board (CARB) 2009a. "History of Sulfates Air Quality Standard" California Ambient Air
Quality Standards. CARB, Air Quality Standards and Area Designations, Review of Ambient Air Quality
Standards, California Ambient Air Quality Standards. November 24, 2009. Web. July 29, 2015.
<http://www.arb.ca.gov/research/aaqs/caaqs/sulf-1/sulf-1.htm/>
_____ 2013. Almanac Emission Projection Data (Published in 2013), 2012 Estimated Annual Average Emissions,
South Coast Air Basin. Sacramento, CA. 2013.
_____ 2015a. Area Designation Maps – State and National. December 2015. Web. January 2017.
<http://www.arb.ca.gov/desig/adm/adm.htm/>.
_____ 2015b. Facility Search Results: City of Seal Beach. Database year 2015. Web. January 2017.
<https://www.arb.ca.gov/app/emsinv/facinfo/faccrit.php?dd=&grp=1&sort=FacilityNameA&dbyr=2015&ab_=S
C&dis_=&co_=30&fname_=&city_=Seal+Beach&fzip_=&fsic_=&facid_=&all_fac=C&displayit=Pollutant&show
pol=&showpol2=/>.
California Department of Transportation. Project-Level Carbon Monoxide Protocol. Revised December 1997.
Desert Research Institute (DRI) 2016. Long Beach Daugherty Fld, California (045085). Period of Record Monthly
Climate Summary: 01/01/1949 to 06/09/2016. Web. January 2017. <http://www.wrcc.dri.edu/cgi-
bin/cliMAIN.pl?ca5085/>.
LSA 2016. Traffic Analysis: Health Club Within the Shops at Rossmoor. Prepared for the City of Seal Beach.
December 2016.
South Coast Air Quality Management District (SCAQMD) 1993. CEQA Air Quality Handbook. 1993.
_____ 2013. Historical Data by Year. “2013 Air Quality.” Web. January 2017. <http://www.aqmd.gov/docs/default-
source/air-quality/historical-data-by-year/aq13card.pdf?sfvrsn=9/>.
_____ 2014. Historical Data by Year. “2014 Air Quality.” Web. January 2017. <http://www.aqmd.gov/docs/default-
source/air-quality/historical-data-by-year/aq14card-gases.pdf?sfvrsn=11/>.
_____ 2015. Historical Data by Year. “2015 Air Quality.” Web. January 2017. <http://www.aqmd.gov/docs/default-
source/air-quality/historical-data-by-year/2015datacard.pdf?sfvrsn=4/>.
_____ 2016. Air Quality Management Plan. “2016 Air Quality Management Plan Development.” Web. January 2017.
<http://www.aqmd.gov/home/library/clean-air-plans/air-quality-mgt-plan/>.
United States Environmental Protection Agency (U.S. EPA) 2013. "Particulate Matter (PM)." Particulate Matter. U.S.
EPA, Science and Technology [Air], National Ambient Air Quality Standards, Six Principal Pollutants. March
18, 2013. Web. July 29, 2015. <http://www.epa.gov/airquality/particlepollution/>.
_____ 2014a. "Basic Information." Basic Information. U.S. EPA, Science and Technology [Air], National Ambient Air
Quality Standards, Six Principal Pollutants, Ozone. November 26, 2014. Web. May 1, 2015.
<http://www.epa.gov/airquality/ozonepollution/basic.html/>.
_____ 2014b. "Health." Health. U.S. EPA, Science and Technology [Air], National Ambient Air Quality Standards, Six
Principal Pollutants, Particulate Matter. May 6, 2014. Web. May 1, 2015.
<http://www.epa.gov/airquality/particlepollution/health.html/>.
_____ 2014c. "Nitrogen Dioxide." Nitrogen Dioxide. U.S. EPA, Science and Technology [Air], National Ambient Air
Quality Standards, Six Principal Pollutants. August 15, 2014. Web. July 29, 2015.
<http://www.epa.gov/airquality/nitrogenoxides/>.
_____ 2015a. "Carbon Monoxide." Carbon Monoxide. U.S. EPA, Science and Technology [Air], National Ambient Air
Quality Standards, Six Principal Pollutants. July 23, 2015. Web. July 29, 2015.
<http://www.epa.gov/airquality/carbonmonoxide/>.
8.0 Preparation Team and References
Environmental Impact Report 7.0-3
_____ 2015b. "Sulfur Dioxide." Sulfur Dioxide. U.S. EPA, Science and Technology [Air], National Ambient Air Quality
Standards, Six Principal Pollutants. March 27, 2015. Web. July 29, 2015.
<http://www.epa.gov/airquality/sulfurdioxide/>.
Greenhouse Gas
California Air Pollution Control Officers Association (CAPCOA) 2008. CEQA & Climate Change. January 2008.
California Air Resources Board (CARB) 2007. Staff Report California 1990 Greenhouse Gas Emissions Level and
2020 Emissions Limit. Sacramento, CA. November 16, 2007.
http://www.arb.ca.gov/cc/inventory/pubs/reports/staff_report_1990_level.pdf
_____ 2009a. Climate Change Scoping Plan – A Framework for Change. Endorsed by ARB December
2008.Sacramento, CA. May 11, 2009.
http://www.arb.ca.gov/cc/scopingplan/document/scopingplandocument.htm
_____ 2009b. Appendix A to the Regulation for the Mandatory Reporting of Greenhouse Gas Emissions (17 CCR
§95100-95133). January 1, 2009.
_____ 2011. Final Supplement to the AB 32 Scoping Plan Functional Equivalent Document. Released August 19,
2011. Sacramento, CA. Approved August 24, 2011. http://www.arb.ca.gov/cc/scopingplan/fed.htm
_____ 2014. First Update to the Climate Change Scoping Plan. Sacramento, CA. May 2014.
_____ 2016. California Greenhouse Gas Emission by Scoping Plan Category (Ninth Edition: 2000 to 2014).
Sacramento, Ca. March 30, 2016.
National Oceanic and Atmospheric Administration (NOAA) 2017. “Mauna Loa CO2 Monthly Mean Data.” Trends in
Atmospheric Carbon Dioxide. NOAA, Earth System Research Laboratory, Global Monitoring Division.
January 6, 2017. Web. January 9, 2017. <http://www.esrl.noaa.gov/gmd/ccgg/trends/>.
South Coast Air Quality Management District (SCAQMD) 2010. CEQA Significance Thresholds Working Group.
Meeting #15, Main Presentation. September 28, 2010.
Noise
Veneklasen Associate, Inc., 2017. Assessment of Environmental Noise, Rossmoor Health Club Seal Beach, CEQA
Noise Report, January 24, 2017.
Traffic and Transportation
LSA Associates, 2016. Traffic Analysis Health Club within the Shops at Rossmoor, City of Seal Beach, January,
2016.
Energy Conservation
California Building Standards Commission. 2011 California Building Code. January 2011.
California Energy Commission (CEC) 2011. 2011 Integrated Energy Policy Report. Publication Number: CEC-100-
2011-001-CMF. Accessed July 25, 2015.
<http://www.energy.ca.gov/2014publications/CEC-100-2011-001/CEC-100-2011-001-CMF.pdf>
California Energy Commission (CEC) 2013. Renewables Portfolio Standard Eligibility: Seventh Edition. Publication
Number: CEC‐300‐2013‐005‐ED7‐SD
California Energy Commission (CEC) 2014. 2014 Integrated Energy Policy Report. Publication Number: CEC-100-
2014-001-CMF. Accessed July 25, 2015.
< http://www.energy.ca.gov/2013publications/CEC-100-2013-001/CEC-100-2013-001-CMF.pdf>
8.0 Preparation Team and References
8.0-4 LA Fitness Center
California Energy Commission (CEC) 2014. Renewable Energy Overview and Programs.
http://www.energy.ca.gov/renewables/. Accessed August 19, 2014.
California Public Utilities Commission (CPUC) 2013. California Renewable Portfolio Standard (RPS).
http://www.cpuc.ca.gov/PUC/energy/Renewables/index.htm. Accessed August 18, 2014.
California Energy Commission (CEC) 2016. “Electricity Consumption by County”. Web.
<http://ecdms.energy.ca.gov/elecbycounty.aspx>
8.0 Preparation Team and References
Environmental Impact Report 7.0-5
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Environmental Impact Report 9-1
9.0 Response to Comments on DEIR
The City of Seal Beach, as the lead agency, prepared a Draft Environmental Impact Report (DEIR) for the proposed LA Fitness Health
Club dated March 2017. The DEIR was circulated for a 45-day public review period which began on March 9, 2017 and ended on April 24,
2017. During the review period, the City received correspondence from more than 20 0 individuals, three government agencies, and two
private organizations commenting on the environmental effects of the project and largely on the project itself. Pursuant to the California
Environmental Quality Act (CEQA) Guidelines (14 California Code of Regulations [CCR] §15088, the City has reviewed all comments
received on the LA Fitness Health Club DEIR, evaluated comments on environmental issues, and prepared written responses to the
substantive comments on environmental issues which are set forth in this chapter. In accordance with CEQA (14 [CCR] §15132) the
decision-making body of the lead agency must certify that: (1) the FEIR has been completed in compliance with CEQA, (2) the FEIR was
presented to the decision-making body of the lead agency and that the decision-making body reviewed and considered the information
contained in the FEIR prior to approving the project, and (3) the FEIR reflects the lead agency's independent judgment and analysis. All
comments are attached at the end of this chapter.
No significant changes have been made to the information contained in the DEIR because of the responses to comments, and no significant
new information has been added that would require recirculation of the document. Where minor changes have been made in response to
comments or to clarify information, those changes are indicated in this Final EIR using underlined and strike-through text.
Evaluation of Comments
Organization of Responses
Section 15088 et seq. of the State CEQA Guidelines provides guidance on the evaluation and response to comments received duri ng the
45-day period of circulation and review. The City of Seal Beach, as the lead agency, has provided responses to those comments for which
CEQA requires a response. Those responses are organized as follows:
Master Responses
Many of the comments received, particularly those regarding traffic and noise impacts, are general in nature (meaning that statements
of concern were made, but specific facts, evidence, or reasonable assumptions based on facts were not provided). For those
comments, master responses have been prepared. These Master Responses are found in Section 9.2 below.
Specific Responses to Comments of Agencies and Organizations
Table 9-1 identifies those comments from agencies and organizations that commented upon specific environmental issues.
Responses to these comments of agencies and organizations are found in Section 9.1.1 below.
Specific Responses to Comments of Individuals
Table 9-2 identifies those comments from individuals who commented upon specific environmental issues. Responses to these
comments of individuals are found in Section 9.1.2 below.
No Responses Required
CEQA focuses on environmental impacts (emphasis provided) and the issues of concern listed in the CEQA checklist (see the Initial
Study in Appendix A of the DEIR). In addition to environmental concerns addressed by CEQA, comments received on this DEIR
raised concerns regarding several issues that are not within the scope of an EIR, such as parking, crime, and access for persons with
disabilities. Although this Final EIR does not address these issues, they are important considerations for the City during it s review of
the proposed project, and where relevant to the project, comments pertaining to these non-CEQA issues will be addressed in staff
reports prepared for the public hearing process. Comments listed in Table 9-2 include comments that either (1) did not address the
contents or adequacy of the DEIR, but rather focused on the merits of the project, or (2) did not submit data or references offering
facts, reasonable assumptions based on facts, or expert opinion supported by facts in support of their comments. As a result, no
responses could be or are required to be provided to these comments.
Recirculation
A lead agency is required to recirculate the DEIR if “significant new information” is introduced during the public comment period. “Significant
new information” includes:
9.0 Responses to Comments
9-2 LA Fitness Center
1. A new significant environmental impact would result from the project or from a new mitigation measure proposed to be
implemented.
2. A substantial increase in the severity of an environmental impact would result unless mitigation measures are adopted that
reduce the impact to a level of insignificance.
3. A feasible project alternative or mitigation measure considerably different from others previously analyzed would clearly les sen
the significant environmental impacts of the project, but the project's proponents decline to adopt it.
4. The draft EIR was so fundamentally and basically inadequate and conclusory in nature that meaningful public review and
comment were precluded.
Recirculation is not required when new information is not significant; this includes:
▪ Revisions that clarify or amplify an adequate analysis
▪ Revisions that make insignificant modifications to an adequate analysis
These responses to comments do not make any significant changes to the information contained in the DEIR, and no significant new
information has been added that would require recirculation of the document.
Table 9-1: List of Comments Received on the Draft EIR Identifying
Specific Environmental Issues Requiring a Specific Response
Commenting Agency/Organizations
Comment Summary
Response Type/Location
• Orange County Fire Authority Sets out requirements for sprinklers,
hydrants, conformance with fire codes
See Section 9.1.1 - Responses to
Comments Addressing Specific
Environmental Issues (Specific
Response Required)
• Orange County Transportation Authority Need to add measures to mitigate bicycle
conflicts and bus disruptions along project
corridor
• County of Orange Public Works Department No comments
• Los Alamitos-Rossmoor Friends of the Library, Del
Clark, President
Poses significant harm to the safety of the
community
• Rossmoor Homeowners Association Increase in traffic poses a significant concern
to community, need to increase mitigation
proposals
Commenting Individual
Comment Summary
Response Type/Location
• Benjestorf Traffic cutting through neighborhood See Section 9.1.2 - Master
Responses to Comments
Addressing General
Environmental Issues
• Leland Jay Traffic congestion, traffic safety
• Tony & Teresa Kozlowski Traffic, noise, hazardous materials
• Craig Maunders Traffic, noise, air quality, aesthetics,
alternatives
• Gary Miller Trip distribution based on market area; need
for four lanes on Rossmoor Center Way and
improved intersection at Sprout’s; existing
congestion on Seal Beach Boulevard; reorient
building to resolve noise and traffic concerns;
parking
• Michael M Obradovitch, P.E. Lack of sidewalks; pedestrian safety
• Kevin Pearce Traffic impacts
• Wiley Rittenhouse Traffic data not made public
• Vicki Toutz Traffic, water use, crime
• Janet Wagoner Traffic using St. Cloud/Montecito
• Emi and Michael Wheaton Traffic, noise, hazardous materials
• Vanessa Widener Traffic using St. Cloud/Montecito; impact on
school children due to traffic
• Robert L. Zambenini ADA accessibility to shopping center
9.0 Responses to Comments
Environmental Impact Report 9-3
Comments Addressing Issues Not Addressed under CEQA that Do Not Require a Specific Response
The CEQA Guidelines provides guidance on the environmental issues to be addressed during the environmental review process. CEQA
focuses on environmental impacts (emphasis provided) and the issues of concern listed in the CEQA checklist (see the Initial Study in
Appendix A of the DEIR). The letters received on this DEIR raised concerns regarding several issues that are not required to be addressed,
such as overnight parking unrelated to the project, crime, and access for persons with disabilities. Although this Final EIR does not address
these issues, they are important considerations for the City during its review of the proposed project, and where relevant to the project,
comments pertaining to these non-CEQA issues will be addressed in staff reports prepared for the public hearing process.
The comments addressing general environmental issues are listed below in Table 9-2. The table is divided into two parts. In the first part,
individuals who provided comments are listed in alphabetical order, along with a summary of their comment. In the second part of the table,
individual comments from an online petition from the Coalition Against LA Fitness at Shops at Rossmoor are presented.
Master responses have been prepared to address the issues raised by these comments. These responses are found in Section 9.2 (Master
Responses to Comments Addressing General Environmental Issues – Organized by Topic).
CEQA Guideline 15204 (c) (Focus of Review) states: “reviewers should explain the basis for their comments, and should submit data or
references offering facts, reasonable assumptions based on facts, or expert opinion supported by facts in support of the comments.”
Pursuant to Section 1506, an effect shall not be considered significant in the absence of substantial evidence.
Comments that consist of general conclusory statements, speculation, or criticism that are not supported by specific refere nces within the
comment to empirical information, expert authorities, or other supporting facts do not require a response or may be responded to with a
general response. For example, a general concern that a project will produce an increase in traffic, without any reference to specific
locations of concern, facts to support the concern, or reasonable assumptions based upon facts, may be too vague and general to require
a specific response or to warrant additional impact analysis. The comments submitted by the members of the public listed below fall within
this category. Although no specific responses are necessary under CEQA, the master responses address the issues of increased traffic
and noise in the project area due to project development. A master response is also provided to clarify why a response to comments
related to crime is not required.
Table 9.2 List of Comments Received on the Draft EIR Addressing General
Environmental Issues That Do Not Require a Specific Response
Commenting Individuals Comment Summary
The Master Responses address the CEQA-related issues of concern submitted by
the commenters identified in this table. See Topic 1: Traffic, 2: Noise, 3: Increased
Crime, 4: Aesthetics, and 5: Alternatives.
• Lori Abbott Increase in traffic and congestion
• Jeff Abrams Increase in crime and traffic
• Ken Adams Will worsen traffic in area
• Akashi Family Increase in traffic at peak times
• Sally Allen Will worsen traffic in area
• Rebecca Allie Concerned with safety
• Eric and Joanne Angstadt Increase in traffic and parking
• Rea Bacol Concerned with increase traffic and parking overflowing to residential streets
• Alice Baldwin (2 letters) Against building the project at the Shops at Rossmoor. Concerned with increased traffic
congestion due to project location.
• Kim Baldwin Concerned with traffic and safety. Will worsen commuting time for residents.
• Stephen Baldwin Increase in traffic and crime in the area
• Connie Bambadji Concerned with safety of bicyclist, like her family, and increase in traffic.
• Kathleen Barnes Increase in traffic around area and pollution to air quality. Additional concern about traffic
impact on schools in the area.
• Jeanne Beesley Concerned about proposed project not mitigating increased traffic and pedestrian safety.
9.0 Responses to Comments
9-4 LA Fitness Center
Table 9.2 List of Comments Received on the Draft EIR Addressing General
Environmental Issues That Do Not Require a Specific Response
Commenting Individuals Comment Summary
The Master Responses address the CEQA-related issues of concern submitted by
the commenters identified in this table. See Topic 1: Traffic, 2: Noise, 3: Increased
Crime, 4: Aesthetics, and 5: Alternatives.
• Terry Brown Increase in traffic at school times
• Jennifer Burrell Concerned with increased traffic and safety of children and residents in the area.
• Melissa Burns Concerned with increased traffic and safety of children and residents in the area.
• Ed and Lisa Buse Concerned with increase in traffic and safety of children and residents in the area.
• Mary Cahn Increase traffic, noise, and crime
• Douglas Carasso Will worsen traffic, increase safety issues, and decrease property values
• Kim Carasso Increase in traffic and concerned about business turnover
• Todd Terlecki and Victoria Chang Increase in traffic
• Sharon Coetta Concerned with traffic and congestion in the area, especially for schools
• Dave Colacino Increase traffic and noise
• Ann Collins Concerned with traffic and disrupt local businesses
• Martha and Ken Coolidge Increase traffic
• Janet Crook Concerned about traffic and safety
• Irv Cuevas (2) Concerned about public safety especially for elderly, children, and nearby residents.
Increase noise, traffic, and safety issues
• Gary and Joyce Cunningham Concerned about traffic, safety, and noise
• Robert Curry Concerned with safety of bicyclist and pedestrians in the area, like his family, and increase
in traffic.
• Nedra D’Ambrosio Concerned with safety of bicyclist and pedestrians in the area, and increase in traffic.
• Tony De Marco Concerned with traffic, noise, and public safety issues
• Glenn Ducat Supports the project; it will benefit the community
• Jodi Edwards Increase in traffic noise and pollution
• Jennifer Eng Increase in traffic
• Angela Epstein Concerned with increase in traffic and public safety, especially for bicyclist as her son
recently witnessed an accident.
• Kevin and Melendy Fabian Increase in traffic
• Emerson Fersch Concern with traffic, especially for school children safety
• Sharon Frickel Increase in traffic and safety issues for pedestrians and bicyclists
• Jennifer and Jason Friedman Loss of space used by school for fundraiser, increased traffic, increase crime.
• Leni Gauss Increase traffic and safety issues
• Gina George Concerned with public safety and decrease in neighborhood potential
• Heather Gomes Concerned with increase in traffic and safety for children in area
• Ellen Gong-Guy Increase in traffic
• Sande Gottlieb Increase in traffic
• Joan Griffiths Increase in traffic and noise
• Marco Guardi Increase in traffic
• Zoe Hagmann Worried by increase in traffic, public safety, noise
• Aly Hale Increase in traffic, and safety for pedestrians
• Suzi Han Concerned with safety from increased traffic
• Joyce Harrison Increase in traffic and noise
• Nia Hartman Consider using parking lot for green space; wondering about where trucks will park and
how they get there
9.0 Responses to Comments
Environmental Impact Report 9-5
Table 9.2 List of Comments Received on the Draft EIR Addressing General
Environmental Issues That Do Not Require a Specific Response
Commenting Individuals Comment Summary
The Master Responses address the CEQA-related issues of concern submitted by
the commenters identified in this table. See Topic 1: Traffic, 2: Noise, 3: Increased
Crime, 4: Aesthetics, and 5: Alternatives.
• Stephen B. Havens Fitness club does not fit in with the neighborhood; will make parking worse for neighbors;
increase in crime; noise; increase in traffic causing safety issues
• Janis Hawkridge Concerned with traffic, safety, parking
• Otto Hefner/ Increase traffic and public safety for nearby residents who frequent area
• Linda Ho Increase in traffic and public safety issues
• Randy Ho Concerned with pedestrian safety, for joggers but mainly for children and traffic problems.
• Nancy Holland Concerns about noise, pollution, and traffic congestion
• Mary Holzgang Increase in noise and traffic
• Beverly Houghton Concerned with increase in traffic
• Kristine Howard Increase in traffic, and concerns about safety, especially for children who frequent the
shopping center
• Andrea Howe Concerned about increase in traffic and public safety, especially for children who frequent
shopping center
• Julio and Paloma Ibarra Increase in traffic and crime
• Amanda Ingalls Increase in traffic
• Joanne James Will create congestion, parking problems
• Jane Kelleher Increase in traffic, noise, and people
• Steve and Tara Kellogg Increase traffic, noise, and public safety issues
• Wendy Ketcham Concerned about increase in traffic and public safety, especially for children who frequent
shopping center
• Elizabeth Kline Concerned about increase in traffic and public safety, especially for children who frequent
shopping center
• Jennifer Knapp Increase in traffic, general plan for area not built well for big infrastructure
• Melissa Knievel-Natanson Increase noise, pollution, and traffic
• Richard and Darcy Krumhauer Opposed to development which will bring more traffic congestion and devalue existing area
• Kim Lane Concerns about traffic and public safety for pedestrians
• Archie Lapin Increase traffic
• Lazar Family Increase traffic
• Desiree Lie Traffic congestion, pedestrian safety due to increased traffic
• Peter Lipschultz Increase traffic, noise, and pollution
• Joi Lipton Increase noise and lives right next door to construction site
• Marie Lutz Increase in traffic
• Lisa Mais Not a good fit for the development in the area
• Majella Maas Increase traffic, limited growth plan
• Janis Manis Concerned about parking, traffic flow, pollution, crime, and diminished urban forest and
landscaping which cause negative environmental impacts
• Susan Marriot Concerned about traffic congestion
• Richard Martin Concerned about traffic congestion
• Mike Massion Concerns about traffic and safety of child bicyclists
• Joseph McGlinchey In support of the project
• Michele and Todd Meiner Increase traffic
• Colin Miller Increase in traffic and concerns about pedestrian safety
• Nel Miller Concerned with impacts to children, bikers, skateboarders, and residents
9.0 Responses to Comments
9-6 LA Fitness Center
Table 9.2 List of Comments Received on the Draft EIR Addressing General
Environmental Issues That Do Not Require a Specific Response
Commenting Individuals Comment Summary
The Master Responses address the CEQA-related issues of concern submitted by
the commenters identified in this table. See Topic 1: Traffic, 2: Noise, 3: Increased
Crime, 4: Aesthetics, and 5: Alternatives.
• Vanessa Miller Traffic
• Soo Min Increase in traffic and concerns about pedestrian safety, especially for children
• Michelle Muckey Concerned about traffic, and pedestrian safety, for children at school hours, and public
safety in the area
• Michael Norton Increase in noise and traffic safety concerns
• Jayme Olson Increase in traffic and decrease in neighborhood appeal
• Emily Oon Concerned with noise from project on her home
• Kevin Oon Concerned about noise and air pollution that could affect his home
• Paul Family Increase in traffic, particularly for school commuters
• David Paulsen Increase in traffic and residential safety issues
• Tracy Pearce Project is not good for community; it will affect emergency services, traffic, air quality, noise
and crime
• Lorraine and Shaun Pennington Increase in traffic
• Beth Piburn Increase in traffic and noise
• Jamie Ponchak Increase in traffic and pedestrian safety, especially for children
• Terence Pochak Increase in traffic and public safety issues
• Laurie Purcell (2 letters) Increase in traffic and overcrowding
• Thomas Purcell More traffic, noise, police involvement
• Karen Quinn Increase in traffic and public safety issues, especially for children
• Cheri Real Concerned for safety, especially for children, due to increase in traffic
• Carrie Rieth Concerned for safety, especially for children, due to increase in traffic
• Scott Alan Rivers Increase in traffic and public safety concerns; inadequate traffic study and design of project
based on architecture standpoint
• Kalani Robinson Increase in traffic
• Cheryl Roeder Increase in traffic and public safety for pedestrians, especially children
• Melissa Roudabush Concerned with walkability of area and public safety issues
• Diane Rush Concerned with public safety, noise, traffic mitigation, and access for emergency vehicles
• Natalie Samodouroff Concerns about traffic, public safety issues and overbuilding in the area
• Steve Samuelson Concerned with extra traffic and pedestrian safety, especially for seniors
• Craig Sanberg Concerned with traffic, noise, and public safety
• Julie Guntner Saum Increase in traffic and concern for bicyclist and pedestrian safety for families like hers
• Dan Schechter Concerned with traffic, noise, and congestion. Project would be a disaster to the
neighborhood
• Karen Schultze Increase in traffic, decreased safety, increased noise, and out of context with neighborhood
development
• Elizabeth Schutz Increase in traffic, noise, and safety issues
• Bill and Lori Scott Concerned with traffic and public safety, particularly for small children. Concerned with loss
of small-town development
• Angelique Simpson Increase in crime and public safety issues
• Lauren Sosenko Concerned with increase in traffic and pedestrian safety, especially for children
• Debbie Stea Concerned with extra traffic and pedestrian safety
• John Stea Increase in traffic and public safety
• Elizabeth Stevenson Increase in traffic
9.0 Responses to Comments
Environmental Impact Report 9-7
Table 9.2 List of Comments Received on the Draft EIR Addressing General
Environmental Issues That Do Not Require a Specific Response
Commenting Individuals Comment Summary
The Master Responses address the CEQA-related issues of concern submitted by
the commenters identified in this table. See Topic 1: Traffic, 2: Noise, 3: Increased
Crime, 4: Aesthetics, and 5: Alternatives.
• Betty Stobaugh Increase in traffic disrupting commuting times
• Bill and Donna Strickland Increase in traffic, and concerned about pedestrian safety, especially for residents and
children who walk and bike to shopping center
• Felice Sussman Concerned with traffic, noise, crime, and the threat to the safety of children
• Karen Swenson Concerned with increased traffic and safety
• Susan Taylor Public safety issues and traffic concerns
• Sarah Tello Increase traffic and public safety issues
• Sany Tessier Increase in traffic
• Christine Theodore Increase in traffic
• Tatiana Thoene Increase in traffic, noise, and public safety issues
• Amy Thomas Increase in traffic, especially concerned for children’s safety
• Bill Thomas Traffic, busy streets, more car noise, more fumes, lost parking
• Jim and Janet Wagoner Concerned with traffic and public safety
• James Wethe Concerned with increased traffic, pedestrian safety, and public safety
• Erin and Michael Wheaton Concerned with traffic and public safety, particularly how this affects children
• Shari White Concerned about local and cumulative traffic impacts
• Michael and Lynn Wilson Concerned with traffic and public safety, particularly how this affects children
• Sherri Witkwoski Project does not fit in community development needs and concerns with public safety
• Pete Wu Will worsen traffic in the area
• David Zawolkow Increase in traffic
• Bob Zato Concerned with noise for nearby residences
• Priscilla Zehner Concerned with traffic affecting pedestrian safety in area
• Zerbel Family Increase in traffic
• Leo and Lydia Zuvich Concerned with increased traffic, pedestrian safety, and public safety issues
Online Comments from the Coalition Against LA Fitness at Shops at Rossmoor
Below is a compilation of comments from the online petition organized by the Coalition Against LA Fitness at Shops at Rossmoor. The
content of each response has been edited to correct spelling, punctuation, and grammar. Note the Master Responses address most of
the issues of concern submitted by the commenters in this Table. See Topic 1: Traffic, 2: Noise, 3: Increased Crime, 4: Aesthetics, 5:
Alternatives.
• Marilee Bryant, Los Alamitos, CA I'm signing because I feel this project will intensify the already crowded parking lot conditions in
the shopping center.
• Mark Sievert, Rossmoor, CA This will cause too much congestion. I travel Main Way and Seal Beach Blvd daily.
• Robin Woodson, Los Alamitos, CA Do not want club at this location! Would cause too much traffic on our streets in Rossmoor.
• Susan Marriott, Los Alamitos, CA I do not want LA Fitness built at the Rossmoor Center.
• Carol Manning, Los Alamitos, CA Rossmoor Center is built up enough ... stop adding more businesses. Add to the local
environment ~ go green: small park, community grow garden, etc.
• Donna Klarstrom, Los Alamitos, CA There is NO NEED for an LA Fitness in this neighborhood! There's a gym right down Karelia
that can more than fill the needs of people in this area. Parking is already off the charts!
9.0 Responses to Comments
9-8 LA Fitness Center
Online Comments from the Coalition Against LA Fitness at Shops at Rossmoor
• Nishi Marquez, Los Alamitos, CA I am in opposition to this type of business opening in the proposed location and the increased
traffic and population it will bring to the neighborhood.
• Katherine Livieratos, Rossmoor, CA The horrific traffic we will have. It's horrible now, our safety and more criminal acts.
• JoAnn Goostree, Seal Beach, CA This will create horrible increase in our traffic...Stop it now.
• Tom Akashi, Los Alamitos, CA I have witnessed the noise and traffic created by other 24 hr fitness. I am a member of one and
cannot imagine how one in this small parking lot will benefit our community.
• Brigid Wethe, Los Alamitos, CA I am against the worsening traffic, increased crime and decreased quality of life for those who live
in Rossmoor
• Sandy Michaels, Long Beach, C. I do not want more traffic.
• Chris Chubb, Los Alamitos, CA Traffic is already insane on Seal Beach Blvd. Plus traffic noise will increase farther back in
Rossmoor with this boondoggle develop. And NOBODY wants a gym there!
• Debbie Fawcett, Seal Beach, CA It will create more traffic and slower response times for first responders, and we have plenty of
LA Fitness opportunities in the area. I am a member and it's only 10 minutes to either Garden Grove or LB Bellflower locations
• Teri Price, Los Alamitos, CA I don't want LA Fitness to build a gym. We don't need it and it will just impact the traffic in the area.
• Chris Espo, Long Beach, CA Rossmoor should not be impacted by this traffic and exposure to our community. Seal Beach sh ould
find a location closer to their main population.
• Gabriel Ferramola, Los Alamitos, CA No need for more congestion and traffic!
• Sandra Kelley, Seal Beach, CA LA Fitness will drastically increase traffic to our already extremely over crowded streets in both
residential and business areas.
• Brian Kibler, Los Alamitos, CA Project is wrong this location. It will negatively impact community.
• Janice Kussler, Los Alamitos, CA Drastic increase in traffic
• Colin Miller, Santa Barbara, CA. Concerned with safety and traffic
• Wendy Mosbaugh, Los Alamitos, CA Negative impact to Rossmoor
• Jeff Heeren, Los Alamitos, CA We don't need more vehicle and pedestrian traffic in the neighborhood.
• Heather Gomes, Los Alamitos, CA I'm signing because I do not want the LA Fitness building here in Rossmoor! It will create
unnecessary traffic... we already have enough traffic.
• Erica Malcolm-Siepker, Rossmoor, CA Traffic is bad enough already. This will double it.
• Shannon Purmalis, Los Alamitos, CA I am signing because I do not support a health club at this location. My primary concern is
traffic and quality of life for my family.
• Darcy and Richard Krumhauer, Los Alamitos, CA We are opposed to the amount of traffic this will bring to the area.
• Jacqueline Patterson, Los Alamitos, CA We already have enough congestion in our neighborhood!
9.0 Responses to Comments
Environmental Impact Report 9-9
Online Comments from the Coalition Against LA Fitness at Shops at Rossmoor
• Cheryl Kent, Seal Beach, CA We do not need more traffic and crime in our community.
• Jennifer Stuart, Los Alamitos, CA The safety of our families will be negatively impacted by the increased traffic. Seal Beach needs
to be good neighbor!
• Josie Allison, Seal Beach, CA We already have way too much traffic to add more to this once quaint city. How about a good
restaurant instead? The restaurants in this area are not great. There is also an LA Fitness not too far in Valley View near Chapman.
• Cheryl Campbell, Seal Beach, CA I am signing because I believe LA Fitness will increase traffic in an already congested area.
The citizens said no before so this issue should not have to be revisited. LA Fitness is not wanted in the area.
• Dan Schechter, Los Alamitos, CA I think this project will degrade our community due to increases in traffic, noise, and decreased
public safety.
• Stephanie Doucette, Los Alamitos, CA As a result of a 24/7 gym, traffic and car exhaust will continue to endanger the lives of the
residents and their children.
• Melissa Burns, Los Alamitos, CA This project will dramatically increase the traffic into our neighborhood.
• Cynthia Bell, Huntington Beach, CA Enough building and development already! More is not better. There are gyms locally to
provide for those who want them. Build a park.
• Terry Gilbert, Los Alamitos, CA Quality of life and safety of the children will be harmed if this facility goes in. We already have too
much traffic in this area. Do not build the gym here.
• Karen Paul, Rossmoor, CA more traffic. less safety. parking lots of health clubs are easy targets for thieves---talk to any police
department that responds to car break-ins in fitness club parking lots and they will tell you. la fitness's proposed fixes to turn lanes
will do nothing to mitigate traffic on seal beach blvd. or in the rossmoor shopping center. it is already very crowded. i can just see
people speeding through there trying to get in or out of the center-total nightmare! i am not fooled by the p.r. messages that la
fitness is putting out there. makes it all seem like lollipops and rainbows. not to our community. this is not a good fit for this location.
put your health club in a more appropriate location: in an industrial park where residents daily lives are not affected adversely by
traffic congestion from the thousands of extra car trips to and from the gym every day...until 11 pm. the added traffic will end up
taking alternate routes through rossmoor to exit the gym. this is our neighborhood where kids walk and ride their bikes. safety will
be compromised. the majority of the community does not want an la fitness here. it will produce the exact opposite of a healt hy
lifestyle for us and our children.
• Tanya Demeter, Los Alamitos, CA Already traffic and crime increased in Rossmoor since Shops at Rossmoor center was built.
Not a good location for LA fitness being too close to residential areas and behind Sprouts with inappropriate access and taking
away parking spaces from residents and their guests.
• Elise Ringheim, Los Alamitos, CA I'm signing because it affects me and my family along with the potential value of my home.
• C Masur, Los Alamitos, CA I'm signing because it will cause an incredible amount of additional traffic!
• Melinda Brawner, San Juan Capistrano, CA Safety first. I work in law enforcement and have first responders for fire and paramedics
in my family. I say no to this project and you should stop it!
• Yasmine Tifrit, Seal Beach, CA I'm concerned about this for many reasons. The traffic alone is massive problem. I shop in this
center regularly and it's already a nightmare. I have two children that are in school in the district and getting them to and from takes
forever due to congestion. The crime rate is very scary and sad since the development of the department stores, why add more,
why bring more people in to our neighborhood? There's already a gym on Katella and one on Valley View, let people go there.
9.0 Responses to Comments
9-10 LA Fitness Center
Online Comments from the Coalition Against LA Fitness at Shops at Rossmoor
• Eileen Rzepnick, Los Alamitos, CA I am signing because I think the congestion and traffic is already impossible. I cannot imagine
a gym in that location.
• Hyun Min, Los Alamitos, CA I walk around the shopping complex with kids and already too much traffic.
• Wolfgang Konrad, Seal Beach, CA Increased traffic, unsafe for children
• Ellie Clarke, Seal beach, CA Don't need another gym and too much traffic in the area already ~ we need more parks and green
space please!!
• Bernard Goldberg, Los Alamitos, CA The traffic would burden an already crowded area.
• Doug Carasso, Newport Beach, CA LA Fitness would ruin the peaceful area. It's already getting kind of crowded with businesses.
But LA Fitness would likely bring in many more, and at all hours of the day and night. There will be too much traffic, which will lead
to congestion and danger to the many children walking in the area, including the parking lots. I strongly urge the city to put the LA
Fitness somewhere else, somewhere less crowded with businesses already. I mean, we already have, right next to each other,
Ralphs, Bed Bath & Beyond, and Target on one side, among many other businesses, and a host of businesses on the other. Too
much! Please stop the madness! Please look out for the residents of this area. Let u s enjoy living here. Don't make this location
all about how many businesses can possibly fit in a few-block area.
• Alice Baldwin, Los Alamitos, CA It is not appropriate for this space. Too much traffic, people will be using residential streets to get
to facility.
• Summer Vance, Lakewood, CA I do not think LA Fitness would be good for our neighborhood. It will impact parking, it will cause
traffic, and I worry about all the people coming in.
• Kevin Oon, Melville, NY I want a safe and quiet neighborhood for my family. I want less traffic on our roads.
• Emily Oon, Seal Beach, CA The proposed site for LA Fitness is directly opposite my bedroom windows. I have an 8 month old that
I just finally got sleeping well. The last thing I need is added noise and pollution outside his window, and added traffic when I take
him for walks in the neighborhood.
• Maria Pura Mayo, Cypress, CA I'm signing because I'm convinced the increased traffic will endanger the pedestrians who walk
around that area and especially endanger our many children who BIKE there frequently. The increase in cars will increase the
chances of their having accidents. Also, the increase in "people" will increase issues like petty theft, mugging & introduce more
burglaries in the neighborhood.
• Damian McCann, Los Alamitos, CA I am signing because the area is too small for this size of building and business to occupy -
does not make sense given the traffic dynamic that it would also cause.
• Diane Rush, Rossmoor, CA Formerly lived near a large gym which invited drug traffic and other crime to our neighborhood.
• Nancy Iacono, Rossmoor, CA I am totally against a fitness center going into the center. It is NOT what need regardless of wha t
Mr. Potts and his team say!
• Geoffrey King, Los Alamitos, CA I'm already concerned about the congestion and traffic in the area.
• James Rogers, Los Alamitos, CA I do not want this built.
• Randy Ho, Los Alamitos, CA I feel the addition of LA Fitness in the Rossmoor Center will reduce quality of life due to increa se in
traffic and decrease in safety, especially through the back streets of St. Cloud which is close to a lot of homes where kids ride
bikes.
9.0 Responses to Comments
Environmental Impact Report 9-11
9.1 Responses to Comments Addressing Specific Environmental Issues –
Comments Requiring a Specific Response
9.1.1 Responses to Comments from Agencies and Organizations
The following are specific responses prepared by the City of Seal Beach to comments from agencies and organizations previously listed
in Table 9-1 in Section 9.0. Comments are summarized in italicized text and the response provided in regular text.
California Department of Transportation (Caltrans)
Caltrans Active Transportation Coordinator has recommended the installation of bike racks where feasible to encourage multimodal
connectivity and accessibility.
Bike racks will be provided as required by City building code.
Orange County Fire Authority (OCFD)
The OCFD listed the project design features that are required to be incorporated into the project for fire protection and emergency response
and final design plans will require review by the City and OCFD to ensure compliance with fire protection requirements.
The City concurs that all required fire protection and emergency design features shall be incorporated into final building de sign and be in
place prior to occupancy, including but not limited to compliance with the 2016 California Building Code, 2016 California Green Building
Standards Code, and 2016 California Fire Code, as amended.
Orange County Transportation Authority (OCTA)
The OCTA has two comments on the DEIR. Page 4.4-23, Section 4.4. “Traffic and Transportation,” Subsection “Impact 4.0. D,” refers to
potential bicycle conflicts that might be created with the proposed Project. The District 1 and 2 Bikeways Strategy 1 identified St. Cloud-
Montecito as a regional corridor – Corridor H. OCTA recommends the proposed project to consider evaluation of the following document
to ensure consistency with active transportation facilities plans and to encourage enhancements along regional corridors wher e possible.
A review of OCTA’s District 1 and 2 Bikeways Strategy document reveals that improvements along Corridor H include Class II (on -street,
striped) bike lanes or a Class III Bicycle Boulevard type facility (route marked by signage). Refer to Figure 3-9 (page 3-18) and Table 4-1
(page 4-3) of the District’s 1 and 2 Bikeways Strategy (2013). As discussed below in Master Response Topic 1, Issue 1 (Traffic, Montecito
Road), existing and anticipated daily volumes along Montecito Road are well below the roadway’s capacity. Even if 100% of the project’s
anticipated trips utilize Montecito Road, future volumes would be well within the capacity of a two -lane road, much less the existing four-
lane road that it is today.
Because traffic volumes on Montecito Road today and in the future, are and will be well below roadway capacity, two Class II on-street
striped bike lanes could be accommodated through the implementation of a “road diet” without exceeding City and County thresholds of
acceptable capacities for two-lane roadways. (A road diet refers to the practice of using existing right-of-way to reconfigure a road, often
by reducing the number of travel lanes for motorized vehicles and using the remaining width for bicycle and pedestrian facili ties.) For
reference, a two-lane roadway has an acceptable (LOS D) capacity of 12,500 daily trips. Montecito Road currently experiences
approximately 6,000 daily trips, while the proposed LA Fitness project is anticipated to generate 1,218 daily trips on Montecito Road. The
project traffic study did not identify any impacts on Montecito Road relative to vehicles, pedestrians, or bicycles. In general, providing Class
II bicycle lanes (striped) would provide safer conditions than shared use between vehicles and bicycles. Page 5-35 of the Districts 1 and 2
Bikeways Strategy discusses retrofitting existing streets to add bikeways to accommodate safe and comfortable conditions.
1 Orange County Transportation Authority, District 1 and 2 Bikeways Strategy, December 2010.
9.0 Responses to Comments
9-12 LA Fitness Center
In summary, implementation of the proposed project would not preclude implementation of the proposed improvements to Montecito Road
as described in the District 1 and 2 Bikeways Strategy.
From Page 4.4-24, OCTA currently provides bus service and has bus stops located near the Project’s off-site improvements, specifically
on Seal Beach Boulevard (Bus Stop ID: 6869 and 6871). OCTA recommends employing measures to reduce potential disruptions to the
bus stops, in effect reducing transit service disruptions, and requests the City of Seal Beach to keep OCTA updated with any potential bus
stop disruptions or street closures that may necessitate detours.
Comment noted. The project applicant will coordinate with the City Public Works Department during construction to ensure that there is no
significant disruption to transit operations during project construction.
County of Orange Public Works Department
The County of Orange Public Works Department had no comments on the DEIR.
Los Alamitos-Rossmoor Friends of the Library, Del Clark, President
The proposed 37,000-square-foot gym will impact traffic throughout the Rossmoor community and be a major safety problem for library
patrons.
Please refer to Master Responses, Topic 1 – Traffic, Issue 1 (Traffic on Traffic Montecito Road and St. Cloud Drive), Issue 3 (traffic during
school hours), Issue 6 (Seal Beach Blvd & Rossmoor Center Way intersection already congested), Issue 11 (emergency response t imes),
and Issue 21 (congestion near schools and library).
Rossmoor Woman’s Club
We are concerned over the ingress and egress and increased traffic impacts of several thousand trips per day on the community, which is
comparable to similar traffic patterns of gyms in the area.
Please refer to Master Responses, Topic 1– Traffic, Issue 1 (Traffic on Traffic Montecito Road and St. Cloud Drive), Issue 4 (Rossmoor
Park Gate 1 Exit Only Driveway), and Issue 6 (Seal Beach Blvd and Rossmoor Center Way intersection traffic).
We are concerned about the impact to the four elementary schools located in Rossmoor and the potential safety problems this project
might incur.
Please refer to Master Responses, Topic 1 Traffic, Issue 3 (traffic during school hours) and Issue 21 (congestion near schools and library).
Rossmoor Homeowners Association
Traffic. Gym traffic will cut through Rossmoor using St. Cloud and Montecito. Also, it will reverse the efforts of the Los Alamitos School
District and Orange County to mitigate traffic congestion during school hours. Also, the developer and Seal Beach need to find a solution
to address parking displacement of adjacent residents using the center’s lot.
Please refer to Master Responses – Topic 1 - Traffic, Issue 1 (traffic on Montecito Road and St. Cloud Drive).
As indicated in the Draft EIR, the parking lot at the Shops at Rossmoor is currently underutilized and meets all parking requirements of the
City’s Zoning Code. Upon completion of the project the Shops at Rossmoor will continue to meet the parking requirem ents of the Zoning
Code, and no required parking for either the project or the overall shopping center will be lost. With regard to the concern expressed about
“parking displacement,” the project does not propose to address in any way the permission that has been granted by the center ’s
management which has allowed adjacent residents to park overnight in the center’s parking Lot, and the City is not being asked to exercise
any discretion with respect to overnight parking by adjacent residents. The permitted overnight use of the center’s parking lot by adjacent
residents is a management issue for the shopping center which is independent of any decision related to the project, and remains in the
sole discretion of the shopping center management. As a result, resident parking availability is not part of the project and this is not a
CEQA issue.
9.0 Responses to Comments
Environmental Impact Report 9-13
9.1.2 Responses to Comments from Individuals
The following are specific responses prepared by the City of Seal Beach to comments from individuals previously listed in Table 9 -1 in
section 9.0. Comments are summarized in italicized text and the response provided in regular text.
Debra Benjestorf
Traffic. St. Cloud/Montecito will be used as a cut-through route to avoid traffic on Seal Beach Boulevard. Cars currently travel at high
speeds.
Please refer to Master Responses, Topic 1 - Traffic, Issue 1 (traffic on Montecito Road and St. Cloud Drive).
Leland Jay
Traffic. Traffic at Seal Beach Boulevard and Rossmoor Center Way is a complete cluster. There is no mitigation for traffic from the west
at Montecito and Main Way, which will be the logical travel path for LA Fitness patrons.
Please refer to Master Responses, Topic 1 – Traffic, Issue 10 (trip distribution) and Issue 16 (traffic at Montecito and Main Way).
Tony & Teresa Kozlowski and Emi and Michael Wheaton
The Kozlowskis and Wheatons provided the same comments, so they are addressed here together. Only the comments that pertain to
the content of the DEIR are addressed; opinions about the project or rhetorical questions are not addressed , as they have no bearing on
the content of the DEIR.
Traffic. There is already heavy traffic on entire boulevard, especially during school drop off and pickup times. Drivers will take a short cut
through Rossmoor if gym goes in. The extremely unsafe backup due to customers walking into and out of Sprouts will only get worse.
Impact of congested traffic on emergency response vehicle. School district has offered low cost bus service and staggered school start
times due to fact there is already too much traffic.
Please refer to Master Responses – Topic 1 - Traffic, Issue 1 (traffic on Montecito Road and St. Cloud Drive), Issue 3 (traffic during school
hours), Issue 4 (Rossmoor Park Gate 1 Exit Only Driveway), Issue 9 (undo efforts of school district to mitigate traffic), and Issue 21
(congestion near schools and library).
Noise. The EIR does not account for slamming car doors, trunks, conversations, motorcycle engines, and car alarms.
To evaluate potential noise scenarios, the noise study includes measurements taken as early as 5:00 A.M. of sound sources at other LA
Fitness facilities. It is reasonable to assume that the proposed LA Fitness may have similar sound sources. Sources measured included
loud conversations, opening/closing of car doors, car horns, and other random noises associated with those facilities, as indicated on page
4.3-11 of the DEIR. The proposed LA Fitness will not have a loading dock. The individual sound sources were assessed relative to limits
in the City’s Noise Ordinance, which have been established as noise levels which are reasonable to accept under the specific scenarios
described in the Noise Ordinance . Results relative to these limits were used to determine significant impacts with respect to CEQA. The
noise analysis concluded that the noise impacts associated with parking lot noise would be less than signif icant.
Hazardous Materials. Concentrated chlorine or oxidizer and acids are part of the routine cleaning of swimming pools/athletic equipment.
There is no mention of a loading dock or storage for these materials. Shouldn’t the proximity to residences man date the preparation of a
hazardous materials and emergency response plan, given the use of toxic chemicals used?
The use of chemicals for the swimming pool and athletic equipment is not extraordinary and would not require the routine transpor tation
of hazardous chemicals. Cleaning products and pool chemicals would be part of routine deliveries along with other supplies used at the
facility. The health club would have a storage area designated for cleaning supplies, similar to other commercial businesses in the Shops
at Rossmoor center. Special storage areas will be designated for pool chemicals as well. LA Fitness complies with Occupational Safety
Health Administration (OSHA) requirements for the safe handling and storage of any hazardous materials. Supplies are typically ordered
every one to two weeks, so large inventories are not maintained on site. The facility would not have a loading dock; all deliveries would be
9.0 Responses to Comments
9-14 LA Fitness Center
made through the front door by professional service representatives during normal business hours. Delivery trucks would use the
established vehicle access routes that exist in the Shops at Rossmoor center. Thus, operation of the proposed project would not result in
the delivery, storage, or use of toxic chemicals other than standard cleaning products and pool supplies.
Craig Maunders
Traffic. There appears to be considerable contention with the ITE Trip figure for the project of 1,218. Both nearby gym employees and
users assert this figure to be low. Sources affiliated with the ITE readily advise checking against local data or alternative models. Since
this is easy to do, it is odd that the DEIR makes no disclosure of the results. CEQA Guideline 15151 states "...the sufficiency of an EIR is
to be reviewed in the light of what is reasonably feasible.... The courts have looked not for perfection but for adequacy, completeness and
a good faith effort at full disclosure...". I assert the present document fails on all three of these latter criteria.
See Master Responses to Topic 1 - Traffic, Issue 7 (ITE data).
Reliance upon Seal Beach Traffic Study Guidelines, and Orange County Transportation Analysis Model to arrive at trip distribu tion pattern
likewise appears feeble. Conclusion drawn there from may well be correct for shoppers who intend visits to the stores / shops at the front
of the Center, but not Project clients who will almost certainly find the gym entrance closer to Mon tecito Road, and therefore access via it
preferable. DEIR assertion in this regard flagrantly breaches common sense. The purpose of the EIR is to inform, not misinform.
Please refer to Master Responses –Topic 1 - Traffic, Issue 10 (reliance on Seal Beach traffic study guidelines and OCTA Model.)
Air Pollution. Air pollution consequences of the alternative trip generation numbers are not accounted for.
As a standard, the City uses ITE numbers for trip generation. For consistency of analysis in the EIR, these traffic generation figures were
used for the air quality analysis as well. Thus, no change to the air quality analysis is needed.
Traffic Noise. Noise consequences of the alternative trip generation numbers are not accounted for.
As a standard, the City uses ITE numbers for trip generation and the Seal Beach Traffic Study Guidelines and Orange County
Transportation Analysis Model to arrive at trip distribution patterns. For consistency of analysis in the EIR, these same distribution patterns
and traffic volumes were uses for the noise analysis. Thus, no change to the noise analysis is needed.
Noise Impacts on Adjacent Uses. The reflective impact of this tall building on traffic noise from Rossmoor Center Way to the Rossmoor
Park condominiums to the north does not appear included in the noise estimates in Figure 4.3.5 despite a request that the EIR preparer
do so in a NOP comment letter.
It is assumed that this comment refers to Table 4.3-5. The changes in dBA levels in Table 4.3-5 were based on increased traffic counts
due to the project, as indicated in the traffic study prepared for the project. Sound reflection off the proposed LA Fitness building was
considered in the analysis and determined to be insignificant due to the area of the project building, location of the projec t building with
respect to nearby receivers, and barrier effect from the existing brick wall along the south side of Rossmoor Park condominiums.
Trips at Driveway on Rossmoor Center Way. The DEIR section on Site Adjacent Driveways (page 4.4-23) combines a condominium
gate exit figure computed in seconds per vehicle with daily volumes and compares to the gross capacity of the roadway of 12,500 vehicles
per day. It goes on to assert the impact would be "acceptable," yet it cites no objective basis for making this claim. The risk to hundreds
of residents for whom this is the only vehicular outlet from their homes will not find it acceptable when they discover that, although the
street capacity is sufficient; during peak hours, opportunity to exit is foreclosed because remaining safe access to Rossmoor Center Way
has been usurped by traffic attributable to the new development and its driveway behind Sprouts. Yet one can see clearly that this would
be "acceptable" ...to applicant.
It is a source of particular distress that, during the EQCB meeting on April 5, 2017 the City's traffic consultant was identified as being
involved in a decision to "filter" this key residential exit from the impact analysis of the traffic study. That might have b een fine if this were
an assessment of street capacity, but not for CEQA impacts . In short, LSA Associates has analyzed the impact of the Rossmoor Park
Condominium exit on the Project. CEQA demands instead that the assessment be made of the impact of the proposed project on
Rossmoor Park condominiums. In my opinion, this DEIR still does not.
Please refer to Master Responses – Topic 1 - Traffic, Issue 4 (Rossmoor Park Gate 1 Exit Only Driveway).
9.0 Responses to Comments
Environmental Impact Report 9-15
Loading Area Noise. Site plan fails to identify either loading dock, nor dumpster/trash pickup location(s). Noise impact assessments(s)
thereof are therefore missing and DEIR incomplete.
The LA Fitness building does not require or include a loading dock, as the business operations would not involve frequent large-scale
deliveries. Deliveries of supplies would be provided by existing service providers to the shopping center including, the U.S. Postal Service,
UPS, and Federal Express. Trash collection facilities used by LA Fitness would be the same as those that service the shopping center.
These require regular pick up, which is part of the service provided by shopping center management.
Parking Lot Noise. Veneklasen's noise assessment in the Operational Noise - Outdoor Parking Lot Activities section on page 4.3-11
relates the use of a noise assessment model. This is very convenient as we're led to believe a car horn parked there produces a figure of
47 dBA directly at the west residential property line. Perhaps this implies that on any given day, one can park a stock automobile near that
property line, with confidence that the 90 dBA sound emitted from its horn respects the property line mere inches away.
The noise assessment model utilized actual sound levels of sources measured at other LA Fitness facilities. Source levels wer e not
fabricated or obtained from text books, etc. No observed sound sources were measured to be 90 dBA.
Aesthetics. DEIR sweeps aesthetic impacts "under the rug," yet the applicant proposes obliteration of landscaping on Seal Beach Blvd.
where left turn lane is extended will result in a more “industrial” look more akin to City of Industry or Santa Ana. Why is this no impact?
The impact criteria under the CEQA Guidelines regarding aesthetic impacts is whether the project will “substantially degrade the existing
visual character or quality of the site and its surroundings.” Removing a small strip of landscaping along Seal Beach Boulevard does not
rise to a level of significance under CEQA; therefore, removal of the landscaping to install a longer turn lane is not a significant aesthetic
impact.
Alternatives. DEIR addressing of Alternatives seems fixated on the athletic club. Its apparent assertion that a 37,000-square-foot donut
shop would bring more traffic is hilarious. Seems like an extension of the “boutique shopping” theme adopted elsewh ere at the center
could do much to provide revenue to the owner, and to the city. Why aren’t the natural addition of shoes, accessories, books, or even a
small hardware store not part of the alternatives? I claim this section fails to meet the criteria for "good faith."
Please refer to Master Responses – Topic 5 – Alternatives.
Also, as stated in the Master Response, an alternative need not be considered if it would not avoid or substantially lessen any of the
significant effects of the project. Effects of the project have been found to be less than significant for all environmental issues except for
HVAC and construction noise, both of which are mitigated to less than significant levels. Therefore, an alternative project built in the same
location does not need extensive consideration under CEQA. Also, the No Project alternative discussion beginning on page 5.0-2 of the
DEIR and Table 5-1 in particular identifies several potential other uses that could locate on the site, including a few —such as an office
building or a hotel—that would generate fewer evening peak-hour trips than a health club. Retail sales businesses, such as those
suggested in the comment and shown in Table 5-1, could result in comparable or higher peak-hour trips relative to a health club.
Gary Miller
Traffic – Target Market. The residential location of anticipated patrons and their route to the facility must be identified for any traffic study.
It has been noted that anywhere from fifty to eighty percent of the center’s target market is the community of Rossmoor and yet there are
only three entrances to the center from Montecito and three from St. Cloud, while the rest are all along Seal Beach Blvd. whe re traffic is
extensive. Rossmoor residents will be pretty much forced to use Rossmo or Center Way and/or to come out St. Cloud and Bradbury onto
Seal Beach Blvd. to enter the frontage portion of the center, thereby increasing traffic on Seal Beach Blvd. It would be ideal if they could
just come and go from the back of the center and never have to get out onto Seal Beach Blvd.
See Master Responses to Topic 1 – Traffic, Issue 1 (Montecito Road Traffic) and Issue 10 (Trip Distribution).
Traffic – Rossmoor Center Way. A new facility (LA Fitness) in back of Sprouts will increase traffic in the northbound left-turn pocket lane
of Seal Beach Blvd. to Rossmoor Center Way. Today, northbound traffic trying to access the center on Seal Beach Blvd. is oft en backed
up in both of the northbound pocket turn lanes and the traffic often sticks out into the left through lane creating a dangerous situation for
both Rossmoor Center Way and Town Center Drive. This needs to be addressed by reconfiguring the signal and/or lengthening th e left
9.0 Responses to Comments
9-16 LA Fitness Center
turn pocket lane of the recently improved median. Lengthening the pocket lanes needs to be accomplished without interfering with the
southbound pocket lanes for traffic turning east into the Target Center. Also, an additional entrance/exit could be added just north of
Subway sandwich facility, onto the southbound lane of Seal Beach Blvd, relieving traffic demands on Rossmoor Center Way.
The traffic analysis prepared for the DEIR found that under existing conditions without the proposed project, the existing northbound left-
turn lane on Seal Beach Boulevard onto Rossmoor Center Drive experiences queuing deficiencies during periods of peak demand.
However, the project description includes a reconfiguration of the existing northbound left-turn lane which will extend that lane by 145 feet.
Not only will this planned element of the project correct the existing deficiency, it will preclude any additional queuing deficiency caused by
the project. Although not necessary to mitigate impacts of the project on traffic, the applicant also proposes to widen Rossmoor Center
Way to install a second westbound lane. This improvement provides a dedicated lane for turns into the parking lot immediately adjacent to
Sprouts, thus minimizing delay for through traffic travelling westbound on Rossmoor Center Way.
Traffic – Seal Beach Boulevard Seal Beach Blvd. is the city’s only north-south through street. In many areas, there are no side streets
for extra traffic. As such, it handles a tremendous amount of traffic and asking it to accommodate more, is difficult as it already most likely
is at a Level of Service (LOS) F at peak travel times, which due to the variety of traffic, is from 7 am to 9 am, from 2:30 pm to 7 pm. There
is not only the usual to/from-work travel traffic, but also the school traffic, as all school children in the district use Seal Beach Blvd, with the
exception of elementary school children in Old Town and the Hill that attend McGaugh. Consideration of the impact of the I -405
Improvement Project must also be considered because in 2023 traffic will increase on Seal Beach Blvd. due to the project, i.e., congestion
at the county line and congestion caused by tolling.
See Master Responses to Topic 1 – Traffic, Issue 5 (Cumulative Methodology).
Site Plan. LA Fitness proposed building location should be more to the south, at least 20 feet or so, but not on top of Rossmoor Center
Way, especially if Rossmoor Center Way is widened, which should happen. Do not construct the building where it is presently planned as
that will forever prevent traffic from easily accessing the center from the community of Rossmoor from Montecito. People wil l go the way
of the least amount of traffic.
See Master Responses to Topic 1 – Traffic, Issue 1 (Montecito Road Traffic), Issue 4 (Rossmoor Park Gate 1 Exit Only Driveway), and
Issue 10 (Trip Distribution).
One other issue to consider: rotate the LA Fitness building 90 degrees, elongate it, and moving it further west, possibly to West Road, so
that the back of the building would be to the condos, and with parking for the LA Fitness to the east of the building (the back of Sprouts).
Experience from the earlier center where there was a movie theater, demonstrated problems in the evening with movie -goers talking and
slamming car doors upon leaving after the movie was over. This same behavior would exist with patrons from LA Fitness leaving as la te
as 11 pm., as well as patrons arriving at 5 am.
See Master Responses to Topic 2 – Noise. The project will not result in noise impacts in its proposed configuration and with mitigation
incorporated to address HVAC noise.
Parking. Finding a solution to the parking woes of adjacent residents is within the scope of the project, and I urge it be considered in the
EIR.
Nearby residents have been allowed to use a portion of the parking lot at the Shops at Rossmoor by the shopping center management for
overnight parking. However, resident overnight parking is not part of the fitness center project subject to environmental review or
discretionary action by the City. The project does not propose to address in any way the permission granted by the center’s management
for overnight resident parking, or for the City to exercise any discretion in connection with overnight resident parki ng. Currently the shopping
center meets the City’s on-site parking requirements, and would continue to do so following construction of the fitness center. The permitted
overnight use of the center’s parking lot by adjacent residents is a management issue for the shopping center which is independent of any
decision related to the project, and remains in the sole discretion of the shopping center management. As a result, resident parking
availability is not part of the project, and this is not a CEQA issue.
CEQA also focuses on environmental impacts (emphasis provided) and the issues of concern listed in the CEQA checklist (see the Initial
Study in Appendix A of the DEIR). In addition to environmental concerns addressed by CEQA, comments received on this DEIR rai sed
concerns regarding several issues that are not within the scope of an EIR, including parking. Although this Final EIR does not address
parking issues, they are important considerations for the City during its land use review of the proposed project, and comments pertaining
to these non-CEQA issues will be addressed in staff reports prepared for the public hearing process.
9.0 Responses to Comments
Environmental Impact Report 9-17
Alternate Plan. I am well aware that LA Fitness wants to construct a building in The Shops at Rossmoor. However, if it does not come to
fruition, perhaps another type of building could be constructed at that site: an office building of similar size would have better hours, not
disrupt the sleep of the condo residents (gym members leaving late at night, closing car doors, talking -- voices do carry.) There would not
be a need for parking after say 6 pm, thereby not conflicting with the residents from the condos who would wish to park along the back of
their building.
See FEIR Chapter 5, Alternative 1: “No Project” Alternative and Alternative 2: Alternative Location at the Shops at Rossmoor Shopping
Center. Also, refer to Master Responses – Topic 5 – Alternatives.
Michael M Obradovitch, P.E.
Traffic and Pedestrian Safety. Pedestrian hazards that currently exist at the Shops at Rossmoor will be exacerbated by the proposed
LA Fitness. South Road and West Road in particular will be the source of pedestrian/vehicular conflicts.
The internal drive aisles to the Shops at Rossmoor are designed to provide vehicular access to/from parking spaces within the center.
These are not public streets. Parking is not provided along the drive aisles but lead customers to the parking areas in the center from
surrounding public streets, as is the case with a typical shopping center. The project does not involve any change to this e xisting condition.
Sidewalks that exist today on Rossmoor Center Way will be retained.
Kevin Pearce
Traffic – Use of ITE Manual. The traffic study uses trip generation data from the ITE traffic manual. Actual data from local LA Fitnesses
would be more realistic.
See Master Responses to Topic 1 - Traffic, Issue 7 (ITE data). The ITE traffic manual projections represent a fair composite of expected
trips to be generated by a health and fitness facility. As for trip generation from other facilities, it must be noted that a variety of factors,
most notably demographics and location, can create variations in the number and timing of trips which a facility will generat e. In the case
of the proposed project, it is anticipated that the Silver Sneakers program, the proximity of the project to large numbers of senior citizens,
and the resulting atypical driving patterns (i.e., car-pooling and similar means of transport) and timing of usage (i.e., seniors are less likely
to use the facility at typical “peak hours”) will produce correspondingly atypical traffic counts. By using the generally accepted ITE traffic
manual, standardized trip counts for similar facilities are likely to provide a fair and reasonable projection of trips.
Traffic at Sprouts/Pei Way Intersection. This four-way stop does not work today. Adding an additional lane on Rossmoor Center Way
will only increase the amount of overcrowding.
See Master Responses to Topic 1 - Traffic, Issue 8, which addresses this particular location.
Traffic – Alternative Travel Routes. People will look for other routes to get to the proposed gym (through Rossmoor), thus undoing the
work of the Los Alamitos School District to mitigate traffic problems during school drop -off/pick-up hours.
See Master Responses to Topic 1 - Traffic, Issue 1 (Montecito Road) and Issue 3 (school hour traffic).
Wiley Rittenhouse
Traffic – The traffic counts and projections does not account for possible variance in data.
See Master Responses to Topic 1 - Traffic, Issue 12 (collection and analysis methodology).
Vicki Toutz
Traffic and Pedestrian Safety. Pedestrian hazards that currently exist throughout the Shops at Rossmoor will be exacerbated by the
proposed LA Fitness.
9.0 Responses to Comments
9-18 LA Fitness Center
See Master Responses, Topic 1 – Traffic, particularly Issues 1 (Montecito Road and St. Cloud Drive), 6 (Seal Beach Boulevard and
Rossmoor Center Way), 8 (lane design), and 9 (alternative routes).
Energy and Water Use. Energy and utilities usage in the area will be severely impacted. Currently, Golden State Water Company has
been under conservation standards. They have implemented stage mandatory water conservation and ration usage. Presently, residences
are asked to limit days and volume of water or penalties may be applied. LA Fitness will dra stically increase water volume in the area!
Showers, pool and normal water services in a large active facility will only increase the water usage in the area. No matter how many
energy efficient and/or water saving devices used, the usage will drastically increase. Hence, tighter restriction will be placed upon the
residences resulting in increased conservation of our own residences. Edison electric demands will increase as the AC units run all day
and into the night significantly stressed the demand on hot days.
The analysis of impacts on energy and water use was performed by contacting the service providers to determine if they have the capacity
to service the project. Per the 2016 Initial Study, “Water use by the building would be roughly 9,730 gallons per day, or approximately 11
afy (acre-feet per year). As the Urban Water Management Plan anticipates an overall increase in demand associated with development in
the area over 2010 conditions, and the water demand for this project is within that demand assumption, impacts would be less than
significant. The project would not substantially deplete water supplies, and the project would have a less than significant impact on entitled
water supplies.” (Initial Study, p. 66) Additionally, the analysis includes the consideration of energy conservation and how the project meets
energy conservation standards (this is included in Chapter 6.3 of the DEIR).
Crime. The Shops of Rossmoor have seen an increase in police and security presence, and I am sure an increase in crime. Since the
fitness facility draws hundreds of cars parked unattended all day and into the night it is possible for crime to escalate. Wi th the proximity
of the fitness center to the adjacent residential community increased policing problems and an unintended crime spill over into the
neighborhood is likely.
See Master Responses, Topic 3 - Increased Crime.
Janet Wagoner
Traffic. St. Cloud/Montecito will be used as a cut-through route to avoid traffic on Seal Beach Boulevard.
Please refer to Master Responses, Topic 1 - Traffic, Issue 1 (Traffic on Montecito Road and St. Cloud Drive).
Emil and Michael Wheaton
See above response to Tony & Teresa Koziowski above.
Vanessa Widener
Traffic Impact on Schools. The LA Fitness project will undo the progress made to improve traffic in the Rossmoor neighborhood,
particularly during school hours.
Please refer to Master Responses – Topic 1 - Traffic, Issue 1 (traffic on Montecito Road and St. Cloud Drive), Issue 3 (traffic during school
hours).
Robert L. Zambenini
Handicapped Accessibility. The commenter is concerned that the project will not be required to provide accommodation per the
American with Disabilities Act (ADA).
While this is not an environmental issue per se, absence of ADA improvements could create traffic safety concerns in the immediate project
vicinity. The developer of the LA Fitness facility, as a private business that provides services for the public, will be required to provide
accessibility for the disabled in accordance with federal and local regulations.
9.0 Responses to Comments
Environmental Impact Report 9-19
9.2 Master Responses to Comments Addressing General Environmental Issues
– Organized by Topic
The following responses prepared to address general environmental issues raised in the public comments. Responses are organized by
broad topics raised by the comments received: traffic, noise, increased crime, aesthetics, and alternatives. The traffic topic is further
subdivided by specific issues identified in the comments.
Topic 1 - Traffic
Numerous commenters raised concerns about traffic impacts. The following are organized by particular traffic issues.
Issue 1: Traffic on Montecito Road and St. Cloud Drive
Many of the comments related to St. Cloud Drive and Montecito Road. This response addresses traffic volumes, accidents and speeding,
and pedestrian safety, particularly regarding school children.
St. Cloud Drive and Montecito Road and several intersections along both roadways were included as study area facilities in the Traffic
Study. As shown on page 3 of the Traffic Study, the following Montecito Road facilities were included in the study:
Roadway Segments:
St. Cloud Drive between:
• Seal Beach Boulevard and Yellowtail Drive
Montecito Road between:
• Yellowtail Drive and Copa De Oro Drive
• Copa De Oro Drive and Mainway Drive
• Mainway Drive and Bradbury Road
Intersections:
4. Seal Beach Boulevard/St. Cloud Drive
8. Yellowtail Drive/St. Cloud Drive (unsignalized)
9. Montecito Road/Copa De Oro Drive (unsignalized)
10. Montecito Road/Mainway Drive-Rossmoor Center Way (unsignalized)
11. Montecito Road/Bradbury Road (unsignalized)
Response 1.1 - Montecito Road Traffic
Many comments expressed general concern regarding the volume of traffic on Montecito Road. As shown on Tables A, G, I, and K of the
Traffic Study, the intersections listed above operate at City acceptable levels of LOS C or better for every scenario (Existi ng, Opening
Year, and the year 2035) analyzed in the DEIR. City guidelines consider LOS D acceptable. Similarly, Tables B, H, J, and L show that the
roadway segments listed above operate at City acceptable levels of LOS C or better for every scenario analyzed. City guidelines consider
LOS D acceptable.
The County of Orange Traffic Engineering Department recently produced a traffic study for the Rossmoor community titled “Rossmoor
Traffic Study” on September 26, 2016. This study is attached for reference as Appendix F of the EIR. The existence of this study was not
known at the time of DEIR preparation. The study was conducted to address a request made by the Rossmoor Homeowners Association
at the May 21, 2015 Orange County Traffic Committee meeting to remove time -based parking restrictions on both sides of Foster
Road/Hedwig Road between Druid Lane and Wallingsford Road. In addition, the study examined Rossmoor community concerns regarding
traffic congestion (created by peak school pick up/drop off), parking availability, and bicycle safety. This study involved collection of accident
data (over a 13-year period) plus daily vehicular traffic and vehicle speeds between the years of 2013 and 2015. Additionally, this study
included a school mobility survey conducted by the Los Alamitos Unified School District of 203 parents detailing from where and how they
get to and from school. The survey showed that of the 203 survey respondents, 56% of the children are driven to school, 18% walk, and
10% ride bikes.
9.0 Responses to Comments
9-20 LA Fitness Center
(The County’s Rossmoor Traffic Study did not focus on school hours but did involve several days of field reviews noted above on during
the peak school pick up and drop off periods. The study reviewed the school enrollment over the last 13 years.)
The daily traffic counts taken for the County’s Rossmoor Traffic Study corroborate the daily traffic counts taken for the LA Fitness Traffic
Study in showing existing daily traffic counts along Montecito Road from Rossmoor Center Way to Bradbury Road of approximately 5,800
to 6,000 daily trips, similar to those counted for the LA Fitness Traffic Study.
For comparison, the City of Seal Beach Circulation Element (2003) shows St. Cloud Drive from Montecito Road to Seal Beach Boulevard
to carry 9,300 daily trips while having a design capacity of 25,000 vehicles per day. By City planning methods, a road such a s Montecito
Road/St. Cloud Drive, with a capacity of 25,000 daily trips, can handle up to 15,000 daily trips before dropping to LOS B. City guidelines
specify LOS D as acceptable. The County’s Rossmoor Traffic Study and the City’s Circulation Element’s analysis of dai ly traffic along
Montecito Road and St. Cloud Drive are in line with the daily and peak hour volumes and operations analysis results of the LA Fitness
Traffic Study.
The LA Fitness, based on Institute of Transportation Engineers (ITE) national guidelines utilized by the City, is anticipated to generate a
total of 1,218 daily trips. Montecito Road can handle approximately 9,000 more daily trips than its current load before degrading to an
acceptable LOS B. This would roughly suggest that even if every one of the 1,218 daily trips generated used Montecito Road, Montecito
Road could handle all the traffic generated by the LA Fitness, in addition to a use several times more intense than the LA Fitness and still
be considered to operate at LOS A, the highest level of efficiency under the LOS standard used by the City and most jurisdictions throughout
the State.
As the project Traffic Study concluded, traffic operations on St. Cloud Drive and Montecito Road (LOS operations for road segments) would
not decline due to project traffic for any of the scenarios analyzed in the DEIR. All segments of these roadways currently o perate at LOS
D or better during the morning peak period, afternoon peak period, and Saturday midday period, and project traffic would not change the
LOS.
Importantly, the information in the County of Orange Traffic Engineering Department’s September 2016 study corroborate s the data and
conclusions contained in the project Traffic Study. Because the County’s study only clarifies and amplifies the information in the project
Traffic Study and does not present any significant new information, as defined by CEQA Guidelines Section 15088.5, recirculation of the
DEIR is not required.
Response 1.2 – Montecito Road Accidents and Speeding
Consistent with City guidelines, the Traffic Study included an accident history analysis that starts on page 11. City guidelines consider
intersections or roadway segments experiencing five or more reported accidents within the most recent 12-month period as requiring
additional analysis. The City uses five accidents as an indication of potential problems that could require improvements. This accident data
was obtained from the City Police Department, Caltrans, and California Highway Patrol’s internet database of all reported accidents.
As shown on Table C of the Traffic Study, no locations north of Lampson Avenue experienced five or more accidents for the years analyzed.
Additional accident data for the Rossmoor community was obtained from County Traffic Engineering staff. To address the community
concerns made at the City Environmental Quality Control Board hearing in April 2017 about accidents along Montecito Road, LSA
contacted County Traffic Engineering staff about vehicular accident data for Montecito Road from March 2012 to March 2017. Th e County
Traffic Engineering department maintains a comprehensive database of traffic accidents for uninc orporated parts of Orange County. This
data has been attached for reference as Appendix G of the EIR. Because the County’s accident data corroborates traffic accident data
presented in the project Traffic Study and does not present any significant new information, as defined by CEQA Guidelines Section
15088.5, recirculation of the DEIR is not required.
As shown in the Orange County Traffic Engineering Department’s accident data, no single location expe rienced more than one accident
within the most recent 12-month period. Accidents along Montecito Road do not meet the City’s thresholds for potential problems.
Speeding was also expressed by the community as a concern. The County’s Rossmoor Traffic Study provided speed surveys collect ed
throughout 2015 along 11 major roads in the Rossmoor community. As shown in the Rossmoor Traffic Study, Montecito Road experiences
85th percentile speeds of 38 miles per hour. The 85th percentile speed is the highest speed at which 85 percent of all cars are traveling at
or lower than. This means that 85 percent of cars on Montecito Road are traveling at 38 miles an hour or slower. This is the speed that is
usually looked at to determine appropriate speed limits. As the speed of Montecito Road is 35 miles per hour, this wou ld suggest that the
majority of road users are abiding by posted speed limits. The LA Fitness Traffic Study included a roadway segment analysis along
9.0 Responses to Comments
Environmental Impact Report 9-21
Montecito based on the Highway Capacity Manual (HCM) methodology (Table B). Speed is considered as part of this analysis. As a result,
the speed along Montecito is approximately 31 mph or less during the peak hours of the day. This is below the posted speed li mit.
The above information summarizes the data and analysis in the County’s Rossmoor Traffic Study. Accident trends and speeding are both
further discussed in that document in Appendix F on page 8. As stated in the conclusions of that report, the community had an overall
decline in vehicular volume, speed, and collisions compared to historical data. Specific recommendations were made to streets internal to
the community and not within the LA Fitness Study area.
Response 1.3 – Montecito Road Pedestrian and School Safety
The LA Fitness Traffic Study focused on potential conflicts between project traffic and the most immediately nearby school, Rossmoor
Elementary School on Montecito Road. The other public schools in the Rossmoor community ─ Hopkinson Elementary, Lee Elementa ry,
and Weaver Elementary ─ are not located along the primary travel routes serving the Shops at Rossmoor center and the project site. In
the event an LA Fitness member uses Montecito Road to access the site (from Los Alamitos/Seal Beach Boulevard), the only school they
would pass by is Rossmoor Elementary School. The three other elementary schools cited above within Rossmoor are not located along
through streets that connect to collector streets serving the Shops at Rossmoor.
The project Traffic Study contains a pedestrian conditions analysis on page 16. This analysis of pedestrian activity specifically looked at
the number of pedestrians and bicyclists crossing the five intersections with crosswalks along Montecito Road between St. Cloud Drive
and Bradbury Road. Additionally, LSA collected vehicle counts during the morning (7:00 A.M. – 8:00 A.M.) and afternoon (2:00 P.M. – 3:00
P.M.) peak hours during which students arrive to and leave from the local elementary schools. This analysis looked at the potential increase
in traffic that would come from the LA Fitness as a percentage during these periods to illustrate what the change in car traffic would feel
like to pedestrians. Based on the table shown on page 16, the project would result in an increase in vehicle trips of approximately one
percent during school periods along Montecito Road. As shown on page 16 of the project Traffic Study, the proposed project is expected
to add two vehicles (approximately one car every 30 minutes) during the a.m. peak hour and seven vehicles (approximately one car every
eight and one-half minutes) during the midday school hour. Based on standard traffic engineering analysis, the addition of these vehicles
on Montecito Road at this rate would be barely perceived by the public.
Montecito Road has sidewalks along its entire length, with six crosswalks for pedestrians to cross St. Cloud/Montecito between Seal Beach
Boulevard and Bradbury Road.
Along the west side of Montecito/St. Cloud, a landscape buffer (parkway) is provided between Bradbury Road to Seal Beach Boulevard.
The east side does not have a parkway. In addition, for most of the stretch of Montecito Road, the existing on-street parking generally is
occupied during peak hours during which students arrive to and leave from the local elementary schools; the parked cars provide another
significant buffer between pedestrians and vehicles traveling on Montecito Road and St. Cloud Drive.
Due to these separate facilities that allow for safe pedestrian and vehicle movement with minimal interaction between the two, the number
of vehicles on the street will have little to no effect on pedestrians on the sidewalks or in crosswalks. This is corroborated by the accident
analysis described above.
With regard to bicycle riders along Montecito/St. Cloud, please refer to the response above to the Orange County Transportation Authority.
Issue 2: Include the Bay Theatre Project as a cumulative impact and address any concerns and impacts.
Response 2 – Bay Theatre Project
The Bay Theatre project represents a proposal to restore a historic single-screen theater, which has been unoccupied since 2012, as a
movie house and live entertainment venue. The theatre is located at 340 Main Street, south of Pacific Coast Highway near downtown Seal
Beach, south of 1-405 and approximately four miles from the Shops at Rossmoor.
The location of the Bay Theatre puts two major routes between the theater and the LA Fitness site: Pacific Coast Highway and I-405. This
would indicate that patrons of the Bay Theatre outside of north Seal Beach/Rossmoor community would likely utilize routes such as Pacific
Coast Highway and I-405, bypassing the area around the LA Fitness.
The remaining traffic generated by this use is included in the ambient growth rate utilized in the Traffic Study. This ambient growth rate of
0.5 percent per year would be greater than the potential trips to and from the Bay Theatre during weekday A.M. and P.M. and Saturday mid-
day peak hour traffic on Seal Beach Boulevard.
9.0 Responses to Comments
9-21.A LA Fitness Center
Issue 3: Address concerns and impacts of traffic during school hours.
Response 3 – School Hour Traffic (see also Response 1.3 above and subsequent Response 21)
The morning drop-off period traffic for the elementary schools occurs during the same morning peak-hour traffic period that was
analyzed in the LA Fitness Traffic Study. As such, the morning school hour is already included in the weekday a.m. peak hour
since it occurs during the same time frame.
The afternoon pick-up period traffic along Montecito was counted as a part of the pedestrian analysis reported on page 16 of the
LA Fitness Traffic Study. These volumes were shown to be approximately the same or lower than those counted and analyzed
as part of the weekday a.m. and p.m. peak hour analysis. Analysis of traffic operations is dependent on the number of cars
counted. The relationship between existing traffic volumes and project volumes along St. Cloud Drive and Montecito Road during
the a.m. peak hour, mid-day peak hour, p.m. peak hour, and full 24-hour daily period are shown in the following table:
Roadway Segment Analysis Period1 Existing Trips
Project
Trips
Percent
Increase
Saint Cloud
Drive
Seal Beach Boulevard and
Yellowtail Drive
AM Peak 966 2 0.2%
Midday Peak 929 7 0.8%
PM Peak 987 7 0.7%
ADT 12,295 61 0.5%
Montecito Road
Yellowtail Drive and Copa De
Oro Drive
AM Peak 552 2 0.3%
Midday Peak 555 7 1.3%
PM Peak 685 7 1.0%
ADT 6,275 49 0.8%
Copa De Oro Drive and
Mainway Drive
AM Peak 427 2 0.5%
Midday Peak 511 5 1.0%
PM Peak 495 5 1.0%
ADT 5,895 37 0.6%
Mainway Drive and Bradbury
Road
AM Peak 536 2 0.4%
Midday Peak 540 4 0.7%
PM Peak 498 4 0.8%
ADT 5,647 37 0.7%
1 Analysis Period: Weekday AM Peak (7:00 a.m. – 8:00 a.m.); Weekday Midday Peak (2:00 p.m. – 3:00 p.m.); Weekday PM
Peak (4:00 p.m. – 6:00 p.m.); ADT = Average Daily Traffic
As counted, traffic on Montecito Road south of Mainway Drive was lower during the after school pick-up period than during the
p.m. peak hour commute period and approximately the same as the a.m. peak hour commute period north of Mainway
Drive. The analysis of the a.m. and p.m. peak hours would identify similar or higher levels of traffic and therefore the same or
more potential impacts than the school hour traffic. As no impacts were identified along Montecito Road during the a.m. or p.m.
peak hours, analysis of the school hour traffic was not warranted.
Note that the County of Orange Traffic Engineering Department’s September 2016 traffic study for Rossmoor evaluated
pedestrian conditions during school drop-off and pick-up periods. The County did not identify the need for any traffic safety or
operational improvements in the vicinity of Rossmoor Elementary School or along Montecito Road.
Please proceed to Page 9-22 for Issue 4
9.0 Responses to Comments
9-22 LA Fitness Center
For the above reasons, the Bay Theatre Project already would have been considered in the cumulative traffic analysis in the DEIR with the
use of the ambient growth rate and future traffic forecasts.
Issue 3: Address concerns and impacts of traffic during school hours.
Response 3 – School Hour Traffic (see also Response 1.3 above and subsequent Response 21)
The morning drop-off period traffic for the elementary schools occurs during the same morning peak-hour traffic period that was analyzed
in the LA Fitness Traffic Study. As such, the morning school hour is already included in the weekday A.M. peak hour since it occurs during
the same time frame.
The afternoon pick-up period traffic along Montecito was counted as a part of the pedestrian analysis reported on page 16 of the LA Fitness
Traffic Study. These volumes were shown to be lower than those counted and analyzed as part of the weekday p.m. peak hour analysis.
As counted, traffic on Montecito Road was lower during the after school pick-up period than during the p.m. peak hour commute period.
The analysis of the P.M. peak hour would identify higher levels of traffic and therefore more potential impacts than the school hour traffic.
As no impacts were identified along Montecito Road during the P.M. peak hour, further analysis of the school hour traffic was not warranted.
Note that the County of Orange Traffic Engineering Department’s September 2016 traffic study for Rossmoor included analysis of traffic
conditions during school drop-off and pick-up periods. The County did not identify the need for any traffic safety improvements in the
vicinity of Rossmoor Elementary School.
Issue 4: Incorporate and elaborate on the data collected for the exit of the Rossmoor Park Associ ation Condos onto Rossmoor
Center Way, and address any concerns and impacts.
Response 4 – Rossmoor Park Gate 1 Exit Only Driveway
Gate 1 of the Rossmoor Park Association Condominiums is an exit-only driveway across Rossmoor Center Way from and the area between
the LA Fitness site and the Pei Wei/Sprouts internal intersection. Counts were conducted at this location in both May and October of 2016.
For purposes of this analysis, the October 2016 counts were utilized as they are more recent and collected on the same dates as the
counts collected for the Traffic Study. These driveway counts, combined with anticipated 2035 traffic, with the LA Fitness, are shown below.
Figure 9-1: Future (2035) General Plan Buildout with Project Rossmoor Park Gate 1 Volumes
Traffic from the Future (2035) General Plan Buildout with Project conditions was chosen for this driveway analysis since these counts
represent the worst case that was analyzed in the LA Fitness Traffic Study. All other scenarios would involve lower traffic volumes.
Consistent with City guidelines for intersection analysis and the methodologies of the Traffic Study, the driveway was found to operate at
acceptable LOS B or better during all three peak hours.
Additionally, queuing at the driveway and at the Sprouts/Pei Wei intersection was examined. This queuing analysis is consistent with the
City-approved queuing analysis methodology shown in Table M: Site access Queuing Summary in the LA Fitness Traffic Study. This
includes looking at the worst case 95th percentile queues.
9.0 Responses to Comments
Environmental Impact Report 9-23
Table A: Rossmoor Park Driveway Future (2035) General Plan Buildout with Project LOS and Queuing
Peak Hour
Intersection LOS Southbound Queuing of
Vehicles Exiting Rossmoor
Park Association
Condominiums Driveway (ft.)
Eastbound Queuing of Vehicles on
Rossmoor Center Way at Sprouts /
Pei Wei Driveway (ft.)
Delay
(sec.) LOS
Weekday a.m. 10.6 B 48 59
Weekday p.m. 11.4 B 41 67
Saturday mid-day 11.4 B 36 78
Notes: LOS = Level of Service; sec = seconds; ft = feet
As shown on Table A, cars using the Gate 1 driveway to exit the Rossmoor Park Association Condominiums may queue up to 48 feet at
the exit gate, or approximately two car lengths, at the worst times in the morning. Separately, eastbound vehicles on Rossmoor Center
Way may experience queuing at the Sprouts/Pei Wei driveway of as much as 78 feet, or approximately three to four car lengths.
As a result, vehicles using the Gate 1 driveway to exit the Rossmoor Park Association Condominiums should not be blocked by the worst
projected queuing on Rossmoor Center Way because the distance between Gate 1 and the Sprouts/Pei Wei driveway is approximately
120 feet, or 32 feet more than the anticipated worst-case queuing.
Additionally, as shown on Table A above, the post-project level of service at the Sprouts/Pei Wei intersection remains at LOS B, within the
City’s acceptable standards for intersection operations. Therefore, from the perspective of both queuing and level of service, the project
does not result in significant impacts relative to the Gate 1 exit of the Rossmoor Park Association Condominiums. Count sheets and
analysis worksheets are included in the Traffic Study in Appendix E of the EIR.
Issue 5: Cumulative Impact Analysis – Specifically, Bay Theatre and the Car Wash
Response 5 – Cumulative Methodology
The concern expressed is that the cumulative impact analysis did not address three projects: the Bay Theatre in downtown, a car wash
across from the Shops at Rossmoor, and the I-405 improvement program.
With respect to the Bay Theatre, see the response above to Issue 2: Bay Theatre with regard to this project.
With regard to the car wash at the Mobil Station across from the Shops at Rossmoor, this was a car wash that was requested to be added
by City staff in winter of 2015. However, it was removed for this Traffic Study, as by the time counts were taken in October 2016, this car
wash was observed to be operating. As these counts represent real cars observed on a specific day when the car wash was operating,
cars that enter and exit the car wash were included in the Traffic Study. The car wash, therefore, is appropriately part of the existing
baseline conditions and not a “cumulative project.”
With regard to planned improvements to I-405 and related cumulative impacts, the Traffic Study showed that with LA Fitness, no traffic
impacts would be created at the ramps to the I-405. The I-405 Improvement Project (SR-73 to I-605) is not anticipated to be completed
until the year 2023, which is beyond the project opening year. Thus, this future scenario was not included in the analysis.
Overall, as described in detail in pages 23 and 32 of the Traffic Study, cumulative, opening year volumes were developed based on a 0.5
percent per year growth rate approved by City staff. Unoccupied uses that were anticipated to be occupied by the time the project will be
operational were also included. This included the previous Marie Callendar’s restaurant within the Shops at Rossmoor which is now vacant.
As described on page 32 of the Traffic Study, anticipated projects in Los Alamitos were requested from Los Alamitos planning staff. This
list included the following two projects:
• Village 605 – 3131 Katella Avenue: Replacement of existing office use with the construction of a 113,800-sf neighborhood retail
center with seven buildings
• Fairfield Inn & Suites – 10650 Los Alamitos Boulevard: Construction of a 108-room hotel.
Information pertinent to the traffic analysis, such as portions of traffic studies related to these two projects, was also provided by Los
Alamitos planning staff. This information and the vacant restaurant use were both included in the Project Completion Year (20 18) traffic
forecasts. This analysis forecast represents the cumulative condition.
Impact methodologies for cumulative conditions are the same as for existing and future conditions, which are consistent with City
guidelines.
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9-24 LA Fitness Center
Issue 6: Traffic at the Seal Beach Boulevard and Rossmoor Center Way intersection is already congested.
Response 6 – Seal Beach Boulevard/ Rossmoor Center Way
The intersection of Seal Beach Boulevard and Rossmoor Center Way meets City guidelines for level of service acceptability and
experiences similar levels of traffic as other intersections along Seal Beach Boulevard/Los Alamitos Boulevard. Seal Beach/Los Alamitos
Boulevard is recognized as a major north-south corridor in Orange County that provides access to residents to other parts of the county
and the greater Southern California region. City and County guidelines and planning have set operations thresholds at levels appropriate
to the type of facility that Seal Beach Boulevard is; these thresholds are in line with other similar major arterials in the county. As shown in
the results of the Traffic Study, the City’s General Plan Circulation Element, and the County’s 2016 Traffic Flow Map and roadway planning
capacities indicate that Seal Beach Boulevard is operating at acceptable levels for a major arterial in the heart of the greater Los Angeles
and Orange County region (LOS D or better). Recently, the City of Seal Beach upgraded the signal timing and synchronization of signals
along the Seal Beach Boulevard corridor. The City will be monitoring traffic conditions in order to maintain signal timing and ma ke
adjustments as necessary to facilitate traffic and minimize congestion and queuing.
Issue 7: The traffic study has been based on information from the ITE trip manual book. This information has been found in many
courts of law to not work in all circumstances and have been found to be off by over double the amount.
Response 7 – ITE Methodology
The ITE trip manual book is a generally accepted source for information pertaining to the vehicle trip generation of a broad range of land
use categories. Because it anticipates future traffic generation on the basis of established general traffic characteristics for similar uses, it
provides a reliable source of information to formulate traffic projections. The project Traffic Study conforms with the City’s Traffic Study
Guidelines with regard to methodology and use of the ITE manual.
Issue 8: The new design and lane reconstruction for the Shops at Rossmoor at Rossmoor Center Way and Seal Beach Boulevard
is flawed.
Response 8 – New Turn Lanes
Intersection 13, the Internal Driveway/Rossmoor Center Way in the project Traffic Study, meets City standards for intersection operations
for every analysis scenario in the DEIR. Standards for acceptable conditions are LOS D, as stated by the City in its published Traffic Study
Guidelines. This intersection performs no worse than LOS C for all scenarios analyzed in the DEIR, thus outperforming the City’s standard.
Queuing along Rossmoor Center Way was analyzed in Table M on page 47 and in the Project Off-Site Improvements discussion starting
on page 48 of the Traffic Study. As described in this analysis, the addition of an inbound lane (for a total of two inbound lanes) and two
outbound lanes (including a dedicated right-turn lane) at Rossmoor Center Way from Seal Beach Boulevard will improve existing conditions
and accommodate the addition of LA Fitness traffic.
Typically, adding capacity on a road, such as an extra lane, helps hold more cars. Hence, busier streets such as Seal Beach Boulevard
have more lanes than Montecito Road to handle more vehicles while moving them along at a reasonable speed. This concept is the basis
behind the proposed Rossmoor Center Way widening and its anticipated effect of relieving congestion even when there are more cars. As
concluded in the project Traffic Study, for all scenarios analyzed this intersection will operate at LOS C or better in the morning peak period,
evening peak period, and Saturday midday.
Issue 9: People will look for other routes to get to the proposed gym project, i .e. St. Cloud to Montecito, Bradbury to Montecito,
Orangewood, Foster, etc. This will undo the efforts that the Los Alamitos Unified School District has done to mitigate traffi c
problems during peak school to/from hours.
Response 9 – Use of Alternative Routes
The traffic volumes from the project Traffic Study and County’s Rossmoor Traffic Study suggest that the school district’s busing efforts
were not to mitigate the issue of too much traffic congestion throughout the day, but rather to address concentrated periods of traffic during
student drop-off and pick-up periods. In addition, the County’s Rossmoor Traffic Study focused on the internal streets within Rossmoor
and provided alternative improvements.
Moreover, project traffic is anticipated to increase the number of cars on Montecito Road only by approximately one percent, an amount
which will not be noticeable, as discussed previously in Master Response 1.1 (Montecito Road Traffic). Only one of the four elementary
schools in Rossmoor is located on Montecito Road: Rossmoor Elementary, with its main entrance on Shakespeare Drive. The locations of
the other three elementary schools are not on roads that connect to collector roadways linking to Montecito Road. With regard to Rossmoor
Elementary, there would be no reason for vehicles leaving the LA Fitness to divert from Montecito to Shakespeare Drive, particularly if it
meant incurring considerable delays by engaging with the peak hour school drop-offs and pick-ups. This means that of the four schools
9.0 Responses to Comments
Environmental Impact Report 9-25
in Rossmoor, only one would be located on a road where vehicle trips would increase due to the proposed project. As indicated in Master
Response 1.3, the one percent increase in traffic volumes would be negligible.
Issue 10: Reliance upon Seal Beach Traffic Study Guidelines, and Orange County Transportation Analysis Model to arrive at trip
distribution pattern appears feeble.
Response 10 – Trip Distribution
As is standard for all traffic impact studies in Seal Beach, the trip distribution used in the project Traffic Study was performed using City
and County guidelines, data collection, and computer models. These models and studies are developed by traffic engineers for the region
using the best information available. As such, they provide substantial evidence of projected traffic conditions and provide consistency in
traffic analyses.
Issue 11: Congested traffic will affect emergency response vehicle response times.
Response 11 – Emergency Response
Emergency access is a concern of all projects that the City takes seriously. The City’s Fire and Police departments have been consulted
as part of the project review process, and neither expressed concern with regard to current conditions response times nor with regard to
the proposed fitness center and roadway improvements.
Issue 12: What is absent is any mention of the variance in the data. Without this, the effect of the changes is incomplete .
Response 12 – Methodology
The comment is noted. CEQA calls for projections supported by substantial evidence. Perfection is neither required by CEQA, nor
attainable. Statistical variation, whereby a series of measurements is obtained, however useful in terms of scientific accuracy, is not the
standard approach to collecting and analyzing data for traffic studies. The project Traffic Report used the standard approach outlined in
the City’s traffic impact analysis guidelines, which reflect industry standards. Traffic data is collected for typical conditions during a 24-hour
period and during the weekday and Saturday peak hours. It should be noted that the data collected for the LA Fitness project is comparable
to the data collected by the County for the Rossmoor Traffic Study.
Issue 13: Traffic—over 610 cars in and 610 out in addition to the cars already entering Rossmoor Center Drive. Coming in on
Rossmoor Center drive is already a traffic tie up.
Response 13 – Existing Conditions
The resulting traffic from adding these trips to this section of Rossmoor Center Way meets City roadway and intersection oper ations
guidelines for acceptability. The additional westbound lane, proposed by and to be provided by the developer, was confirmed by the City
as appropriate following examination of alternatives such as a right-turn only driveway at Subway on Seal Beach Boulevard. The widening
of Rossmoor Center Way was determined to be the most effective approach to accommodate new trips and address current concerns.
The addition of an inbound lane (for a total of two inbound lanes) and two outbound lan es (including a dedicated right-turn lane) will
significantly improve this section of Rossmoor Center Way.
Issue 14: The Traffic Report is extremely faulty.
Response 14 – Accuracy of Traffic Report
Comment noted. City staff hired a third party/independent reviewer who reviewed the traffic report and went through three rounds of
comments/responses that included, but was not limited to, verifying base data and future traffic scenarios, all analyses and recommended
project improvements. This review occurred prior to approval of the methodology, analysis, and findings of the LA Fitness Traffic Study.
Issue 15: The latest EIR has "mitigation" for this current traffic problem on northbound Seal Beach Boulevard by extending the
left -turn lane going southbound at the Islands Restaurant.
Response 15 – Seal Beach Boulevard Turn Lane onto Rossmoor Center Way
The southbound left turn will not be eliminated or reduced. City engineers, the City’s independent third-party engineering reviewer, roadway
measurements, and engineering plans all confirm that enough space exists to lengthen the northbound left turn on to Rossmoor Center
Way (to approximately 250 feet) while maintaining the southbound left-turn pocket length (approximately 100 feet). There is additional
space to shift the 100-foot southbound left-turn pocket southerly (approximately 30 to 35 feet) as well. Hence, a total length of approximately
460 to 470 feet exists between intersections, which allows for the 250-foot northbound left-turn pocket, 90-foot bay tapers (back-to-back
between both left-turn lanes), and a 100-foot southbound left-turn lane (total 440 feet). The actual design and layout would be determined
in the engineering design phase.
9.0 Responses to Comments
9-26 LA Fitness Center
Issue 16: There is no mitigation for traffic from the West at Montecito and Main Way.
Response 16 – Main Way
Traffic counts, accident data, and the County’s Rossmoor Traffic Study, in addition to the project Traffic Study, concluded that no mitigation
is required on Montecito since no impact will occur, and that the roadway today is substantially underutilized (County/City capacity of
25,000 vehicles per day, currently handles 5,800 to 6,000 daily trips). The roadway will continue to operate at acceptable LOS C or better,
within the City’s standard, with the addition of project traffic. Also, accident data report one or fewer accidents per year in the last five
years at any one location. Therefore, no mitigation is required.
Issue 17: The DEIR section on Site Adjacent Driveways (page 4.4 -23) combines a condominium gate exit figure computed in
seconds per vehicle with daily volumes and compares to the gross capacity of the roadway of 12,500 vehicles per day. It goes
on to assert the impact would be "acceptable," yet it cites no objective basis for making this claim.
Response 17 – Condominium Access
Master Response 1.2 (Montecito Road Accidents and Speeding) and Master Response 4 (Rossmoor Park Gate 1 Exit Only Driveway)
address the condominium driveway access.
Issue 18: Approximately halfway between there Rossmoor Center Way and South Way, there is a road that provides access from
Montecito to South Road. Additionally, do note that South Road provides ingress from and egress to St Cloud in several places .
All of these are frequently used by pedestrians and are likely to see increased use as traffic congestion at Rossmoor Center Way
and Seal Beach Blvd (primary access to LA Fitness) becomes increasingly more difficult.
Responses 18 – Internal Circulation
Please refer to Response 1.2 (Montecito Road Accidents and Speeding) and Response 1.3. Montecito Road Pedestrian and School Safety)
Issue 19: The lack of a sidewalk(s) and appropriate provisions to safeguard pedestrians presents a hazard that will only be
augmented by a significant increase in traffic along with frustrated drivers given the anticipated development of LA Fitness in
this area.
Response 19 – Sidewalks
As noted previously, the traffic study does not identify “a significant increase in traffic.” The City and County standards for sidewalk widths
is a minimum of five feet. Sidewalks that meet this minimum requirement exist on both sides of Rossmoor Center Way. Thus, adequate
sidewalks exist along Rossmoor Center Way for any pedestrians to walk to/from the proposed project. As evidenced by the operation of
the intersections and very limited number of accidents in the area over the past five years, the project will not create hazardous conditions
that are unsafe for pedestrians and bicyclists.
Issue 20: The current study states LA Fitness development would not have a significant increase in traffic volume and/or flow.
This is very interesting, because the builder anticipates problems and has already agreed to increase traffic lanes into the Cent er
by Panera off Seal Beach Boulevard and increase the length of turn lanes off Seal Beach Boulevard.
Response 20 – Seal Beach Boulevard Improvements
Comment noted. As noted above, the planned lengthening of the left-turn pocket on Seal Beach Boulevard and the widening of Rossmoor
Center Way are not mitigation measures required to address a significant project impact. These improvements are proposed by the
applicant outside of City guidelines and CEQA to alleviate local community concerns and improve the overall operation of the Shops at
Rossmoor. The purpose of the extended left-hand turn lane on Seal Beach Boulevard is to alleviate an existing queuing issue on Seal
Beach Blvd.
Issue 21: The prospect of adding the LA Fitness which will bring an influx members and cars during peak morning school drop -
off hours is unfathomable. The addition of the LA Fitness will “un -do” the progress we have made as a community to improve
traffic. Project will also cause congestion in the area of the Rossmoor/Seal Beach branch of the Orange County Library and will
threaten the safety of all children going to the library.
Response 21 – Congestion Near Schools and Library
Response 1.3 (Montecito Road Pedestrian and School Safety) and Response 3 (School Hour Traffic) address traffic conditions around
Rossmoor Elementary School and the library. Accident data provided by the County and other sources indicate that no unsafe traffic
conditions exist on St. Cloud/Montecito.
9.0 Responses to Comments
Environmental Impact Report 9-27
Topic 2 - Noise
Several commenters stated that the EIR does not account for slamming car doors, trunks, conversations, motorcycle engines, and car
alarms which can be heard by nearby residents.
To evaluate potential noise scenarios, the noise study includes measurements taken as early as 5:00 A.M. of sound sources at other LA
Fitness facilities. It is reasonable to assume that the proposed LA Fitness may have similar sound sources. Sources measured included
loud conversations, opening/closing of car doors, car horns, and other random noises associated with those facilities, as indicated on page
4.3-11 of the DEIR. The proposed LA Fitness will not have a loading dock. The individual sound sources were assessed relative to limits
in the City’s Noise Ordinance, which have been established as noise levels which are reasonable to accept under the specific scenarios
described in the Noise Ordinance. Results relative to these limits were used to determine significant impacts with respect to CEQA. The
noise analysis concluded that the noise impacts associated with parking lot noise would be less than significant.
Topic 3 - Increased Crime
An increase in crime is not an environmental issue subject to review under CEQA. CEQA Guidelines expressly provide that "[m]ere
uncorroborated opinion or rumor does not constitute substantial evidence." (Guidelines, §15384, subd. [a]). In addition, under CEQA,
"significant effect on the environment" is defined as "a substantial, or potentially substantial, adverse change in any of the physical
conditions within the area affected by the project including land, air, water, minerals, flora, fauna, ambient noise, and obj ects of historic or
aesthetic significance. An economic or social change by itself shall not be considered a significant effect on the environment.” (Guidelines,
§15382).
Therefore, absent both data to support the conclusion that the project will lead to an increase in crime and evidence demon strating that
the increase in crime will result in physical changes in the environment, the comments that the project will increase crime do not rise to the
level necessary to require further study under CEQA. Nonetheless, it should be noted that for many years, adjacent residents have been
permitted to park their vehicles overnight in the same general vicinity as now proposed for the LA Fitness facility , and reported outbreaks
of crime related to these unattended vehicles has not occurred.
Topic 4 - Aesthetics
The project’s aesthetic impacts were evaluated consistent with the requirements of CEQA in Sec tion 4.1, Aesthetics, of the Initial Study.
As described therein, the project would not result in any significant impacts under project or cumulative conditions. The an alysis was
based on review of project maps and drawings, aerial and ground-level photographs of the project area, renderings of the proposed project,
and planning documents. The site is in an urbanized setting within an existing shopping center, with residential development to the
immediate north and west. The Initial Study concluded that proposed project would have no impact on scenic vistas and resources since
no scenic vista or scenic resources exist within the site vicinity.
The Initial Study also assessed the project as a potential source of substantial light or glare which would adversely affect day or nighttime
views in the area, and concluded that impact would be less than significant due to use of non-reflective building materials and conformance
with the City’s outdoor lighting standards, which requires lighting to be directed downward and away from adjacent properties.
Topic 5 - Alternatives
Several commenters suggested that the project would be better situated in a different location in the City.
According to CEQA Guidelines Section 15126.6 (a) “Alternatives to the Proposed Project. An EIR shall describe a range of reas onable
alternatives to the project, or to the location of the project, which would feasibly attain most of the basic objectives of the project but would
avoid or substantially lessen any of the significant effects of the project, and evaluate the comparative merits of the alter natives. An EIR
need not consider every conceivable alternative to a project. Rather it must consider a reasonable range of potentially feasible alternatives
that will foster informed decision making and public participation. An EIR is not required to consider alternatives which are infeasible.”
Under CEQA Guidelines Section 15126.6 (f) (1), among the factors that may be taken into account when addressing the feasibility of
alternatives are site suitability, economic viability, availability of infrastructure, general plan consistency, other plans or regulatory
limitations, jurisdictional boundaries (projects with a regionally significant impact should consider the regional context), and whether the
proponent can reasonably acquire, control or otherwise have access to the alternative site (or the site is already owned by t he proponent).
9.0 Responses to Comments
9-28 LA Fitness Center
Finally, under Section 15126.6 (f) (3) “An EIR need not consider an alternative whose effect cannot be reasonably ascertained and whose
implementation is remote and speculative.”
The discussion in Section 5.0, Alternatives of the EIR has been modified to include additional explanatory text to describe why examining
an alternative location was considered but rejected. The following is the revised text from the FEIR:
Another alternative considered but rejected was placing the proposed project at an alternative location in Seal Beac h (a location not
in the Shops at Rossmoor; see Alternative 2). Noting that the applicant for the project is the owner of the Shops at Rossmoor, this
alternative was rejected because it would not meet any of the applicant’s project objectives, including those of expanding uses at the
Shops at Rossmoor and building out the shopping center in accordance with the City’s adopted land use entitlements for the ce nter.
Given that the City has adopted policies for uses within the center and the proposed project fi ts within those policies, it would not be
appropriate for this EIR to indirectly reconsider those policies by evaluating an offsite alternative. Additionally, the CEQA statute does
not require that an EIR’s list of project alternatives include finding an alternative location for the project, and Section 15126.6(a) of the
CEQA Guidelines requires only that the EIR describe and evaluate “a range of reasonable alternatives to the project, or to the location
of the project.” Nonetheless, an alternative to the proposed location of the project is addressed in Alternative 2, which would place
the project at a different site within the retail center. This alternative was rejected because it would not meet any of the applicant’s
project objectives, including those of expanding uses at the Shops at Rossmoor and building out the shopping center in accordance
with existing land use entitlements. However, an alternative location is addressed in Alternative 2, which would place the project in a
different location within the retail center.
9.0 Responses to Comments
Environmental Impact Report 9-29
O R A N G E C O U N T Y F I R E A U T H O R I T Y
P.O. Box 57115, Irvine, CA 92619-7115 • 1 Fire Authority Road, Irvine, CA
92602
Jeff Bowman, Fire Chief (714) 573-6000
www.ocfa.org
March 20, 2017
Community Development Department
211 8th Street
Seal Beach, CA 90740
Subject: Draft EIR LA Fitness Project
To whom it may concern:
Thank you for the opportunity to review the subject document. As stated in the
document, the Orange County Fire Authority (OCFA) provides fire protection and
emergency medical services response to the project area. We have the following
comments regarding the subject document:
o Project Design Features and Mitigation Measures required to minimize
impact to fire service and risk to community include:
• The project is subject to review by the City and the OCFA for various
construction document plan checks for the applicable fire life safety codes
and regulations. The project will be subject to the 2016 editions of the CBC,
CFC and related codes.
• Structures of this size and occupancy are required to have automatic fire
sprinkler systems designed per NFPA 13 as required in the 2016 CBC, CFC.
• A water supply system to supply fire hydrants and automatic fire
sprinkler systems is required. Fire flow and hydrant spacing shall meet the
minimums identified in the codes. Please refer to the California Fire Code
Appendix section. These tables are also located in OCFA Guideline B09,
Attachment 23.
• Fire apparatus and personnel access to and around structures shall meet
the minimum development standards of the OCFA and California Fire Code
9.0 Responses to Comments
9-30 LA Fitness Center
requirements. Please reference Section 2 of the OCFA’s Guideline B -09 at
www.ocfa.org.
• If the project scope includes or requires the installation of traffic
signals on public access ways, these improvements shall include the
installation of optical preemption devices.
In addition, we would like to point out that all standard conditions with regard to development,
including water supply, built in fire protection systems, road grades and width, access, building
materials, and the like will be applied to this project at the time of plan submittal.
Sincerely,
Tamera Rivers
Management Analyst
(714) 573-6199
CC:
Division Chief Ken Cruz
Deputy Fire Marshal Tim Kerbrat
9.0 Responses to Comments
Environmental Impact Report 9-31
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9-32 LA Fitness Center
9.0 Responses to Comments
Environmental Impact Report 9-33
From: LaDelle Clark <ladelle.clark@verizon.net>
Date: Thu, Apr 13, 2017 at 9:17 AM
Subject:
To: edeaton@sealbeachca.gov
The Los Alamitos-Rossmoor Friends of the Library is strongly opposed to the LA Fitness
project in the Shops of Rossmoor. See attachment.
Placing a 37,000 sq.ft. gym in a residential neighborhood with 4 elementary schools,
more than 13,000 residents, poses significant harm to the safety of the community.
Respectfully,
Del Clark, President
Attached letter:
The Los Alamitos-Rossmoor Friends of the Library has taken a position of strong opposition to the
construction of the 37,000 sq.ft. LA Fitness facility to be located in the Shops of Rossmoor for the
following reasons:
1. Proximity. The location of the planned facility is in extreme close proximity to our library, one
of the most highly patronized libraries in the county, serving the communities of Seal Beach,
Los Alamitos, Cypress, Rossmoor ; in addition, this location is adjacent to residential
neighborhoods making it incompatible with the area.
2. Traffic/Safety. The impact of increased traffic of approximately 2000 trips per day poses a
major safety problem for our library patrons, especially our school children who use the
library after school hours which is also heavy use time for gyms.
For these reasons, the Los Al-Rossmoor Friends of the Library Board stands in opposition the LA
Fitness project.
Action taken at Los Alamitos-Rossmoor Board Meeting, April 12, 2017
Rossmoor Homeowners Association
P.O. Box 5058
Rossmoor, California, 90721
562) 799-1401, www.Rossmoor-RHA.org
9.0 Responses to Comments
9-34 LA Fitness Center
March 31, 2017
Steve Fowler,
City of Seal Beach Planning Department
211 Eight Street
Seal Beach, CA 90740
Dear Mr. Fowler
The Rossmoor Homeowners Association has reviewed the
draft Environmental Impact Report for the LA Fitness Club
Project at the Shops of Rossmoor and has serious concerns
about the adequacy of the parking and traffic analysis. This
letter is a supplement to the letter the RHA submitted in
January.
The RHA appreciates the opportunity to offer these
comments on two key issues.
First, it believes the EIR assessment fails to adequately
address the potential for gym traffic to divert from the
expected route along Rossmoor Center Way and instead
approach the gym by cutting through our community on St.
Cloud and Montecito.
The EIR simply asserts without support that this route is
not likely. In fact, existing congestions in the Shops at
Rossmoor make such an alternative route possible. We want
Seal Beach to prepare mitigations and solutions if such
alternate routes to the gym occur during operations.
Second, we are very concerned that the withdrawal of the
existing convenience afforded to nearby condominium
residents to park in the lot near the proposed gym will result
in dozens of vehicles finding alternative parking on th e
9.0 Responses to Comments
Environmental Impact Report 9-35
residential streets of unincorporated Rossmoor. The RHA
believes it is the responsibility of Seal Beach to insure parking
is adequate for its residential developments within its own
boundaries and that it does not impose burdens on adjacent
jurisdictions.
The RHA has long worked with adjacent cities, the Los
Alamitos Unified School District and the County of Orange on
traffic impacts within and outside our community. The county
and the school district have undertaken extensive and costly
efforts to mitigate traffic congestion during school hours,
which impacts not only Rossmoor residents but many Seal
Beach parents who drive their children to one of Rossmoor’s
four elementary schools.
The LA Fitness operation, a high volume retail
establishment, could reverse the improvements that the
county and school district, the very district that serves your
city, have undertaken.
The school district has begun a program offering low cost
bus service to the Rossmoor schools from Seal Beach and has
cited about 200 families that are subscribing to the service
each day. The health club is almost certain to add many more
vehicle trips than that to Rossmoor streets.
We are particularly concerned about increased traffic
volumes on St. Cloud and Montecito roads, which carry large
volumes of vehicles to Rossmoor Elementary School, as well
as Weaver Elementary and Hopkinson Elementary. It also is a
main pedestrian and bicycle route to the schools.
The city must require the developer to improve the
analysis on how future patrons will access the club. The main
entrance seems to be west bound from Seal Beach Boulevard
on Rossmoor Center Drive, an access road that is already
9.0 Responses to Comments
9-36 LA Fitness Center
congested from serving the large number of retail stores at
the front of the complex.
While the two mitigations in the EIR are encouraging, it
is speculative whether it will accommodate existing and future
traffic pressures. We are concerned that visitors to the sports
center not originating in Rossmoor will find an alternative
route through our community, accessing the club eastbound
on Rossmoor Center Way or from a freight entrance at the
stop of sign of Copa De Oro.
Either route would cause serious traffic problems during
school hours. Moreover, the freight entrance does not appear
to be properly engineered for general traffic, even though it
would provide access to the club.
The RHA wants the city to prepare a plan to address such
a problem if it develops. It is not acceptable for the city to
approve a high volume retail establishment that would
congest an essential transportation route through a residential
neighborhood in an adjacent jurisdiction.
The other issue of serious concern is the informal
agreement that the Shops of Rossmoor made to allow Seal
Beach residents in nearby apartments to park in the lot that
is slated for development. The accommodation relieved the
problem of Seal Beach condo residents parking in front of
private homes in Rossmoor.
If this accommodation is lost, Seal Beach must find a
solution to the overflow parking from the apartments.
One obvious approach is for the city to increase the
parking in the existing lot through a parking structure,
providing enough parking for both the gym and residents. The
cost can be passed on to the city’s residents or the health club.
Another option is to require the developer to allocate a
certain number of marked parking spaces for the city’s use,
which the city could then allocate to the condominium. Seal
9.0 Responses to Comments
Environmental Impact Report 9-37
Beach and Rossmoor are not depressed communities that
must struggle to attract business investm ents, but rather
sought after locations that should be able to strike reasonable
compromises with businesses that want to operate in our
communities.
The RHA has heard significant opposition to the
development of the health club. While we do not believe new
development is a bad thing in our community, we want it to
be done without impairing the safety of pedestrians,
congesting our residential streets or causing overflow parking
into neighborhoods from a Seal Beach apartment complex.
Beverley Houghton, RHA president
Ralph Vartabedian, RHA traffic committee chairman
9.0 Responses to Comments
9-38 LA Fitness Center
From: Debra Benjestorf [mailto:dllenhar@gmail.com]
Sent: Friday, April 21, 2017 1:48 PM
To: Crystal Landavazo
Subject: Re: Next board meeting relating to LA fitness development for Shops at Rossmoor
Hello Crystal,
This is Debra Benjestorf and I am a resident of Rossmoor. We have spoken in the past, but I would like to reiterate my
position on the development of LA Fitness at the Shops of Rossmoor. I am totally opposed to its development in this
shopping center. As stated at numerous environmental and planning meetings I am not opposed to developing at the
center, but totally opposed to LA Fitness. The fitness center backs to residential streets. Although the developer was
stating they would increase the left turn lane into the center, you know as well as I, the least resistance will be used; i.e.
St. Cloud/ Montecito then cutting through an already congested parking area. I live on the corner of Druid and St. Cloud
and getting out of our driveway is already a challenge as the cars come around Montecito at a high rate of speed. There
are no stop signs so speed is what is happening. Seal Beach Police Department does not patrol this area, only Orange
County Sheriff's and from time to time CHP.
In planning, the developer is very non committal to the number of members, but be that as it may, 24 hour Fitness has
approximately 17,000 members and 70,000 people use the gym on a monthly basis. If you put that in numbers that's
over 2300 people "a day"... we are a residential area that cannot handle that kind of traffic with kids riding bikes, older
people trying to go to the community center or library. Not to even describe the additional crime that comes with a gym
of the proposed size. I would appreciate if you would include my comments and pass them forward to the planning
commission. Again, I am totally opposed to the development of LA Fitness at the Shops of Rossmoor. Thank you for
your time.
Debra Benjestorf
Dllenhar@hotmail.com
Sent from my iPhone
On Jun 10, 2016, at 5:16 PM, Crystal Landavazo <clandavazo@sealbeachca.gov> wrote:
Good Afternoon Ms. Benjestorf,
The Environmental Quality Control Board is a recommending body, not an approval body. The EQCB made their
recommendation which will be forwarded to the Planning Commission for their review. The applicant was required to
address the concerns and comments raised by the EQCB and this will be forwarded to the Planning Commission for
their review on June 20, 2016.
Feel free to call me or Steve Fowler if you would like to further discuss.
Respectfully,
Crystal Landavazo, Senior Planner
City of Seal Beach - 211 Eighth Street, Seal Beach, CA 90740
(562) 431-2527, Ext. 1324
For Information about Seal Beach, please see our city website: http://www.sealbeachca.gov
9.0 Responses to Comments
Environmental Impact Report 9-39
NOTICE: This communication may contain privileged or other confidential information. If you are not the intended
recipient of this communication, or an employee or agent responsible for delivering this communication to the intended
recipient, please advise the sender by reply email and immediately delete the message and any attachments without
copying or disclosing the contents. Thank you.
-----Original Message-----
From: Debra Benjestorf [mailto:dllenhar@gmail.com]
Sent: Thursday, June 09, 2016 7:28 PM
To: Crystal Landavazo
Subject: Re: Next board meeting relating to LA fitness development for Shops at Rossmoor
Good morning Crystal, I just received an email from Steven Fowler, Assistant Planner advising the Planning Commission
is going to hold a meeting on 6-20-16 @ 7:00 p.m. to consider a conditional permit for L.A. Fitness at the shops of
Rossmoor. Please advise how this is moving forward when there was to be additional environmental/traffic studies
conducted. At the last meeting we were advised this would not move forward and the board voted 4 -1 to get additional
studies. Please help me understand what is happening. Thank you.
Debra Benjestorf
Sent from my iPhone
> On May 19, 2016, at 4:51 PM, Crystal Landavazo <clandavazo@sealbeachca.gov> wrote:
>
> Good Afternoon Debra,
>
> Thank you for providing your information. We will add you to a notification list so that we can send any future notices
and agendas when they are available.
>
> You are always free to contact me or Steve Fowler (he copied on this email) with any questions related to this project
or any other planning concern.
>
> Respectfully,
>
9.0 Responses to Comments
9-40 LA Fitness Center
> Crystal Landavazo, Senior Planner
> City of Seal Beach - 211 Eighth Street, Seal Beach, CA 90740
> (562) 431-2527, Ext. 1324
>
>
> For Information about Seal Beach, please see our city website: http://www.sealbeachca.gov
>
> NOTICE: This communication may contain privileged or other confidential information. If you are not the intended
recipient of this communication, or an employee or agent responsible for delivering this communication to the intended
recipient, please advise the sender by reply email and immediately delete the message and any attachments without
copying or disclosing the contents. Thank you.
>
>
> -----Original Message-----
> From: Debra Benjestorf [mailto:dllenhar@gmail.com]
> Sent: Thursday, May 19, 2016 4:29 PM
> To: Crystal Landavazo
> Subject: Next board meeting relating to LA fitness development for Shops at Rossmoor
>
> Good afternoon Crystal, thank you for providing your information to me last night. I am following up with this message
so I can be included in your email process relating to the potential development of LA Fitness at the Shops of Rossmoor.
> Thank you,
> Debra Benjestorf
> Dllenhar@hotmail.com
>
> Sent from my iPhone
9.0 Responses to Comments
Environmental Impact Report 9-41
From: leland jay [mailto:lelandjay@yahoo.com]
Sent: Monday, April 24, 2017 2:18 PM
To: Steven Fowler
Subject: LA Fitness
Mr. Fowler,
With regard to the proposed LA Fitness development, I'd like to kindly bring your attention to the attached
panoramic photo. This photo was taken by me at the corner of Seal Beach Blvd. and Rossmoor Center Way from
the Southwest corner. Notice: 1) The light is green for the eastbound traffic on Rossmoor Center Way while the
southbound traffic at the intersection is completely blocking their pat h. Also note that: 2) With panoramic photos,
moving objects often get distorted. The reason that the objects in this panoramic photo are not distorted is because
these cars were at a complete standstill when this photo was taken. The traffic at this intersection is a complete
cluster.
Now I see that the latest EIR has "mitigation" for this current traffic problem by extending the LH turn lane going
northbound, and eliminating a LH turn lane going southbound at the Islands Restaurant. (I believe this is adding
another safety problem for southbound traffic because you'll have spillover from the LH turn lane at Town Center
Drive while cars are speeding south to hit the lights to get onto the freeways, but that's not my main point.)
My main point is from the West. There is no "mitigation" for traffic from the West at Montecito and Main Way. LA
Fitness claims to be bringing a healthy lifestyle to serve the needs of the community. If residents from Rossmoor
wanted to use LA Fitness, why would they drive out to Seal Beach Blvd from the North or from St. Cloud from the
South, and then turn onto Rossmoor Center Way at Panera Bread to go to the gym? They wouldn't. They would
enter from the West at Main Way from Montecito Rd. Once out-of-area transient traffic to LA Fitness realizes that
the Panera Bread corner is a complete cluster (regardless of whatever "mitigation" the city does), they will come
to the gym through Montecito too. A congested bottleneck on Seal Beach Blvd is one thing, but this will create a
bottleneck in a residential community where children ride their bikes to school, and where my 82 -yr-old mother
goes for her walks.
The bottom line is that the proposed LA Fitness doesn't fit at this location. The traffic problem will be a burden for
the residential streets in the community and the latest EIR does nothing to address that problem. Thanks for your
consideration.
Kind regards,
Leland Jay
From: Tony Kozlowski []
Sent: Sunday, April 23, 2017 11:11 AM
9.0 Responses to Comments
9-42 LA Fitness Center
To: Steven Fowler
Subject: Opposition to LA Fitness
Mr. Fowler:
My family is opposed to the proposed LA Fitness in the parking lot at the Shops at Rossmoor.
Traffic
• Already heavy traffic on entire
boulevard, especially during school drop
off and pick up times
• Due to the heavy traffic on the entire
boulevard, drivers will then take a short
cut through Rossmoor. Rossmoor is a
residential neighborhood, not a major
boulevard, but will become one if the gym
goes in.
• Even if you make an extra lane on
Rossmoor Center Way, you can’t do
anything about the back-up due to
customers walking into/out of Sprouts. It
is already backed up and is extremely
unsafe. It will only be worse.
• How will emergency response
vehicles get thru the congested traffic?
• At its own cost, the school district has
even begun a program offering low cost
bus service to all the schools from Seal
Beach, Los Alamitos, and Rossmoor due
to the fact that there is already too much
traffic
• For the first time in decades, the
district has had to stagger the start times
of all the elementary schools to help with
the congestion of traffic. Why do we want
to add more traffic?
Noise
• EIR report should take into account
slamming car doors, trunk lid, etc.
• EIR report doesn’t address
conversation of gym clients in close
proximity of residential properties
• EIR doesn’t mention car or
motorcycle engines starts and revving
near residential property
• Car alarms sounding right next to
residential property line to the west-these
can reach the vicinity of 90 DBA and fifty
percent duty cycle for minutes at a time-
where is this accounted for?
• Report fails to account for increase in
noise due to replacement of landscaping
on Seal Beach Blvd and Rossmoor Center
Way. Is that why noise measurements at
other LAF locations could not be used?
• Report does not address the
reflective properties of the building itself.
Along Rossmoor Center Way, there is an
existing cinderblock wall and the huge
gym will create a reverberation chamber
amplifying traffic noise and reflecting it
into bedroom windows to the north.
9.0 Responses to Comments
Environmental Impact Report 9-43
Hazardous Materials
• Concentrated chlorine or oxidizer &
acids are part of the routine cleaning of
swimming pools/athletic equipment.
There is no mention of a loading dock or
storage for these materials.
• Shouldn’t the proximity to residences
mandate the preparation of a hazardous
materials and emergency response plan,
given the use of toxic chemicals used?
Parking
• Effective May 31, 2017 no parking
from the condos will be allowed, thus
moving them onto streets of Rossmoor.
These cars belong to Seal Beach
residents and now are being forced to
park in front of Rossmoor residences. Is
this being a nice neighbor?
• This parking issue is a community,
city problem. The city created it? What is
Seal Beach going to do about it?
Aesthetics
• Loss of landscaping on Seal Beach
Blvd where left turn lane is extended will
result in a more “industrial” look more
akin to City of Industry or Santa Ana-Why
is this no impact?
• Is applicant saying the aesthetic
improvement at the Shops which was part
of its own redevelopment plan years ago
be razed when it suits it desire for
expansion?
• Will applicant bull-doze trees &
landscaping in the proposed project when
it discovers that the parking is
inadequate?
Alternatives
• Why should the community now be
“held hostage” due to poor planning of
the developer years ago?
• Seems like an extension of the
“boutique shopping” theme adopted
elsewhere at the center could do much to
provide revenue to the owner, and to the
city.
• Why aren’t the natural addition of
sheoes, sporting goods, or small
hardware store not part of the roadmap?
Public Safety / Crime
• Large population of elderly persons in our community (including coming from Leisure World) who are
driving and walking in and through Shops at Rossmoor. The added traffic and congestion from the LA Fitness
will create a potentially dangerous condition to the elderly community.
• Large population of school aged children in our community. There are four elementary schools (grades K-
5 including pre-school aged children at the Child Development Centers at the various school sites) in
Rossmoor. Children from Rossmoor, Los Alamitos, Rossmoor Highlands, Seal Beach (CPE and CPW) as well
as surrounding cities attend the elementary schools as well as the two middle schools (Oak and McAuliffe) and
Los Alamitos High School. Children drive, bike, walk and bus to school.
• The Los Alamitos Unified School District has also implemented a “Walk to School” program encouraging
children to walk to school in an effort to reduce and relieve traffic and congestion.
9.0 Responses to Comments
9-44 LA Fitness Center
• To respond to complaints and concerns about large amount of school-related traffic and safety of
students, the Los Alamitos Unified School District instituted staggered start times/dismissal times for the
schools. The staggered start/dismissal times are an effort to reduced and relieve traffic and congestion.
• The Rossmoor/Seal Beach branch of the Orange County Library is situated along Montecito (on the curve
between St. Cloud and Rossmoor Center Way). In addition to the general members of the community who visit
the library, children visit the library. The library is located along the route of persons going to the proposed LA
Fitness which will increase traffic and congestion in the area of the library which will threaten the safety of
children.
• Increased traffic and congestion from the proposed LA Fitness will result in delays in emergency vehicles
(fire, police, ambulance) responding to the Shops at Rossmoor as well as the other businesses along Los
Alamitos/Seal Beach Blvd., and the residents in Rossmoor, Ross moor Highlands, Los Alamitos and Seal
Beach.
• Increased crime from the proposed LA Fitness. Generally speaking, gyms attract organized crime
including breaking into cars in the parking lot (knowing the owners are in the gym) a nd breaking into gym
lockers. The LA Fitness will invite crime into the neighborhood.
Additionally, I am considering to begin a drive with our local residents to boycott all of the businesses in the Shops of
Rossmoor if the plans to build the LA Fitness go forward.
Regards,
Tony & Teresa Kozlowski
9.0 Responses to Comments
Environmental Impact Report 9-45
From: Craig Maunders [mailto:csmaunders@yahoo.com]
Sent: Monday, April 24, 2017 10:45 AM
To: Steven Fowler
Subject: LA Fitness Health Club DEIR
Text Box:
The City of Seal Beach
April 23, 2017
Mr. Steve Fowler, Assistant Planner
Community Development Department
Seal Beach, CA 90740
Reference: LA Fitness Health Club
Draft Environmental Impact Report
Attachment: Comments to reference DEIR
Dear Steve,
Please find my comments attached.
Best regards,
Craig Maunders
12200 Montecito Road, Apt. J206
Seal Beach, California
90740
______________________________________________________
Attachment
1. There appears to be considerable contention with the ITE TG Trip figure for the project of 1,218.
Both nearby
9.0 Responses to Comments
9-46 LA Fitness Center
gym employees and users assert this figure to be low. Sources affiliated with the ITE readily advise
checking
against local data or alternative models. Since this is easy to do, it is odd that the DEIR makes no
disclosure
of the results. CEQA guideline 15151 states "...the sufficiency of an EIR is to be reviewed in the
light of what is
reasonably feasible.... The courts have looked not for perfection but for adequacy, completeness
and a good
faith effort at full disclosure..." I assert the present document fails on all three of these latter
criteria.
2. Reliance upon Seal Beach Traffic Study Guidelines, and Orange County Transportation Analysis
Model to
arrive at trip distribution pattern likewise appears feeble. Conclusion drawn there from may well be
correct for
shoppers who intend visits to the stores / shops at the front of the Center, but not Project clients
who will
almost certainly find the gym entrance closer to Montecito Road, an d therefore access via it
preferable. DEIR
assertion in this regard flagrantly breaches common sense. The purpose of the EIR is to inform,
not
miss-inform.
3. Air pollution consequences of 1, above are therefore not accounted for.
4. Noise consequences of 1, & 2, above, are therefore not accounted for.
5. The reflective impact of this tall building on traffic noise from Rossmoor Center Way to the
Rossmoor Park
condominiums to the north does not appear included in the traffic noise estimate s in figure 4.3.5,
despite a
request that the EIR preparer do so in a NOP comment letter.
6. The DEIR section on Site Adjacent Driveways (page 4.4 -23) combines a condominium gate exit
figure
computed in seconds per vehicle with daily volumes and comp ares to the gross capacity of the
roadway
of 12,500 vehicles per day. It goes on to assert the impact would be "acceptable," yet it cites no
objective
basis for making this claim. The risk to hundreds of residents for whom this is the only vehicular
outlet from
their homes will not find it acceptable when they discover that, although the street capacity is
sufficient;
during peak hours, opportunity to exit is foreclosed because remaining safe access to Rossmoor
Center
9.0 Responses to Comments
Environmental Impact Report 9-47
Way has been usurped by traffic attributable to the new development and its driveway behind
Sprouts.
Yet one can see clearly that this would be "acceptable" ...to applicant.
It is a source of particular distress that, during the EQCB meeting on April 5, 2017 the City's traffic
consultant was identified as being involved in a decision to "filter" this key residential exit from the
impact
analysis of the traffic study. That might have been fine if this were an assessment of street capacity,
but
not for CEQA impacts. In short, LSA Associates has analyzed the impact of the Rossmoor Park
Condominium exit on the Project. CEQA demands instead that the assessment be made of the
impact
of the proposed project on Rossmoor Park condominiums. In my opinion, this DEIR still does not.
7. Site plan fails to identify either loading dock, nor dumpster / trash pickup location(s). Noise
impact
assessments(s) thereof are therefore missing and DEIR incomplete.
8. Veneklasen's Noise assessment in the Operational Noise - Outdoor Parking Lot Activities section
on
page 4.3-11 relates the use of a noise assessment model. This is very convenient as we're led to
believe
a car horn parked there produces a figure of 47 dBA directly at the west residential prope rty line.
Perhaps
this implies that on any given day, one can park a stock automobile near that property line, with
confidence that the 90 dbA sound emitted from its horn respects the property line mere inches
away.
Perhaps Veneklasen would be willing to arrange a demonstration for the planning commission, or
city
council. In my opinion, it is not the noise levels, but the technical credibility that has descended
below
significance.
9. DEIR sweeps aesthetic impacts "under the rug," yet the applica nt proposes obliteration of
landscaping
on Seal Beach Blvd. where left turn lane is extended will result in a more “industrial” look more
akin to City
of Industry or Santa Ana- Why is this no impact?
10. DEIR addressing of Alternatives seems fixated on the athletic club. Its apparent assertion that
a
9.0 Responses to Comments
9-48 LA Fitness Center
37,000 square foot donut shop would bring more traffic is hilarious. Seems like an extension of
the
“boutique shopping” theme adopted elsewhere at the center could do much to provide revenue to
the
owner, and to the city. Why aren’t the natural addition of shoes, accessories, books, or even a small
hardware store not part of the alternatives? I claim this section fails to meet the criteria for "good
faith."
9.0 Responses to Comments
Environmental Impact Report 9-49
From: Michael M.Obradovitch, P.E. <obrad@gte.net>
Date: Thu, Apr 13, 2017 at 12:17 AM
Subject: PUBLIC SAFETY ISSUE -- WEST & SOUTH ROADS in SEAL BEACH
To: smassalavitt@sealbeachca.gov, mvaripapa@sealbeachca.gov, edeaton@sealbeachca.gov,
tmoore@sealbeachca.gov, ssustarsic@sealbeachca.gov
Cc: editor@sunnews.org
Honorable Mayor and Members of the Seal Beach City Council,
As a California Professional Engineer and now inactive Registered Environmental
Accessor, I would like to alert you to what I believe is an existing (pedestrian) hazard in
the Shops at Rossmoor Center. I believe that you and the developer are affected. This
hazard will be aggravated by the development of the LA Fitness Center and the markedly
increased traffic in this area under current conditions. Please review the following
discussion along with my attachment and forward it your City Engineer, Mr. Michael Ho,
your City Attorney and Mr. Steve Fowler the Assistant City Planner for further review and
comprehensive community feedback.
In the figure appended to this email, I draw your attention to two Roads that criss-cross
the Shops at Rossmoor Center parking lot. West Road runs North-South from Rossmoor
Center Way to South Road. South Road runs from Montecito Road (by the Library) to Seal
Beach Boulevard. Moreover, approximately half-way between there Rossmoor Center
Way and South Way, there is a road that provides access from Montecito to South Road.
Additionally, do note that South Road provides ingress from and egress to St Cloud in
several places. All of these are frequently used by pedestrians and are likely to see
increased use as traffic congestion at Rossmoor Center Way and Seal Beach Blvd (primary
access to LA Fitness) becomes increasingly more difficult. The aforementioned roads
appear to be legitimate and designated Seal Beach roads that have ostensibly been
“merged” into and/or overtaken by the developer for use as parki ng facilities. For all
intents and purposes they are no longer distinguishable from the developer’s parking lot.
Aside from the possibility that public interest has been and is being undermined, I do
believe there may be a public safety issue.
These roads are used by pedestrians – including Rossmoor and Seal Beach residents --
to access the shopping center from a variety of directions. The lack of a sidewalk(s) and
appropriate provisions to safeguard pedestrians presents a hazard that will only be
augmented by a significant increase in traffic along with frustrated drivers given the
anticipated development of LA Fitness in this area. Your efforts to address public safety
including an indicated need for public parking is likely to impact the LA Fitness
development.
Before authorizing and/or initiating the LA Fitness Development, I would respectfully
suggest that you consider public safety and interest by allocating room for a sidewalk(s)
–even if you may need to do so by eminent domain.
Having walked along those roads, my recommendation is that you NOT rush approval of
LA Fitness development until there has been a thorough review of the situation and a
provision for sidewalks including a possible allowance for public parking for Seal Beach
residents.
Sincerely,
Michael M Obradovitch, P.E.
Consulting Engineer (M23841 & I4206)
9.0 Responses to Comments
9-50 LA Fitness Center
Rossmoor
From: Kevin Pearce [mailto:coalitionagainstlafitness@gmail.com]
Sent: Sunday, April 23, 2017 3:04 PM
Subject: Traffic Concerns with the DEIR and the Reality of the Traffic
This letter is to address the traffic concerns with the DEIR for the proposed LA Fitness Project behind Sprouts
in the city of Seal Beach.
1. The traffic study has been based on information from the ITE trip manual book. This information has been found
in many courts of law to not work in all circumstances and have been found to be off by over double the amount. The
data that the developer is using for this DEIR is the most minimal traffic trip studies that can be found. If the city allows
this minimal amount of trip data to be used for this project, the city is putting itself in a bad situation. The city needs t o
require that the developer uses actual LA Fitness monthly facility usage data. A sampling needs to be taken from many
of the local LA Fitness’s to come up with numbers that are more realistic in regards to gym usage. The numbers that
the developer is using are less than half of what the actual numbers should be.
2. The new design and lane reconstruction for the Shops at Rossmoor at Rossmoor Center Way and Seal Beach
Blvd is flawed. It will create more of a bottleneck, because there will be extra lanes that still go into the same congested
intersection. By increasing the amount of ingress/egress to the four way stop sign near the Sprouts and Pei Wei, this
will only increase the amount of overcrowding and make the problem worse. The current situation with the traffic back
up is being caused by pedestrians/vehicles backing up and pulling out at the four way stop and at Sprouts. This new
lane design does nothing to alleviate the current traffic problems and will only exacerbate it. This is already a horrible
traffic situation at peak times and there is no way it can handle any more cars. Adding extra lanes and longer cueing
lanes will only make people think you are solving the traffic problem, when actuality you are making the problem worse.
3. Due to the two above circumstances, people will look for other routes to get to the proposed gym project, ie. St.
Cloud to Montecito, Bradbury to Montecito, Orangewood, Foster, etc. This will undo all of the efforts that the Los Alamitos
Unified School District has done to mitigate traffic problems during peak school to/from hours. The school district has
spent countless man hours and money to stagger the start times of all of the elementary schools and middle schools
and provided low cost busing to address the severe traffic congestion throughout the entire Seal Beach , Los Alamitos,
and Rossmoor communities. This is historical, due to the fact that they never had to do this sort of drastic
implementation just for traffic.
In closing, if the city of Seal Beach chooses not to address the use of the trip data coming from the ITE manual and not
from actual gym data this will result in future litigation.
Kevin Pearce
Coalition Against LA Fitness
From: Wiley Rittenhouse [mailto:wileyrittenhouse@gmail.com]
Sent: Saturday, April 22, 2017 4:53 PM
To: coalitionagainstlafitness@gmail.com; Steven Fowler
Subject: LA Fitness project
To whom it may concern,
My wife and I went to one of the information sessions for this project and the following detail has occurred to me:
9.0 Responses to Comments
Environmental Impact Report 9-51
There were several figures presented as projected mean increases in traffic at a number of studied points in the traffic
pattern. It was not clear whether these figures represented national averages, regional averages, or something else.
Presumably, the figures inferred from other studies were aggregated with studied/observed figures from existing local
traffic. What is absent is any mention of the variance in the data. Witho ut this, the effect of the changes is incomplete.
A more compelling case could have been made taking the variance into account and providing confidence intervals for
the projected mean increases. This was not done. If these calculations were done, they sho uld be made available to
the public. Otherwise, we are not being given the whole story, and it leaves the impression, potentially falsely, that the
increases will not be that bad. No meaningful assertion can be made merely from stating mean values.
Wiley Rittenhouse
845-325-5738
--Wiley
From: Vicki Toutz []
Sent: Sunday, April 23, 2017 6:03 PM
To: Steven Fowler
Cc: Vicki Toutz
Subject: AGAINST.. LA Fitness Project
April 23, 2017
TO: Steve Fowler Assistant Planner, City of Seal Beach,
Department of Community Development
Dear Mr. Fowler,
I am writing this letter to Seal Beach City Council about serious concerns regarding the environmental impact study and
projected consequences of proposed LA Fitness Center in The Shops of Rossmoor.
As a residence, who lives in the impact area and frequents The Shops of Rossmoor about three to times a week there
are significant concerns about proceeding with this major development. A few of t hese basic concerns regarding the
new development are: increased traffic, pedestrian safety (which is already an issue in front of Sprouts) crosswalk safety
into the Shops (particular St. Cloud near F& F Bank which is extremely dangerous), inadequate parki ng, traffic grid lock
entering and exiting off and onto Seal Beach Blvd., traffic turning from Seal Beach Blvd into the Center taking short cuts
through the parking lot and spilling onto Montecito and St. Cloud, unsafe turns by Kohl’s, Staples, and In and Out and
crime. Presently many of these concerns already exist and make shopping at Rossmoor Center inconvenient,
frustrating and almost impossible to handle at peak times.
The current study states LA Fitness development would not have a significant incre ase in traffic volume and/or flow.
This is very interesting, because the builder anticipates problems and has already agreed to increase traffic lanes into
the Center by Panera off of Seal Beach Blvd., and increase the length of turn lanes off of Seal Beach Blvd.
Energy and utilities usage in the area will be severely impacted. Currently, Golden State Water Company has been
under conservation standards. They have implemented stage mandatory water conservation and ration usage.
Presently, residences are asked to limit days and volume of water or penalties may be applied. LA Fitness will drastically
increase water volume in the area! Showers, pool and normal water services in a large active facility will only increase
the water usage in the area. No matter how many energy efficient and/or water saving devices used, the usage will
drastically increase. Hence, tighter restriction will be placed upon the residences resulting in increase conservation of
our own residences. Edison electric demands will increased as the AC units run all day and into the night significantly
stressed the demand on hot days.
Past year, The Shops of Rossmoor have seen an increase in police and security presence, and I am sure an increase
in crime. Since the fitness facility draws hundreds of cars parked unattended all day and into the night it is possible for
crime to escalate. With the proximity of the fitness center to the adjacent residential community increased policing
problems and an unintended crime spill over into the neighborhood is likely.
Pollutants and traffic noise are also concerns for the increased building in the area. The hours this facility are open will
only increase the above mentioned. Yes, the builder has provided an environmental impact study by law and the results
must meet State guidelines.
9.0 Responses to Comments
9-52 LA Fitness Center
However, environmental statistic/studies can be slanted to defend or oppose almost any project. Ultimately the impact
of this project is upon the immediate residences that back up to this project, which are in your city limits, and the overflow
parking and traffic brought onto the Rossmoor streets. Having a fitness center in your bedroom is not the answer to
convenience! No right minded person can safely say pollutants, noise, traffic, lighting, crime, etc. will NOT AFFECT the
neighbors or community.
I strongly recommend you rethink this project and withdraw the LA Fitness Center plan, knowing the negative
impact it has upon the community.
Sincerely,
Vicki Toutz
Rossmoor Resident
From: janet [mailto:jmwagoner@verizon.net]
Sent: Thursday, April 06, 2017 3:37 PM
To: Steven Fowler
Subject: LA Fitness proposal
Dear Mr. Fowler
I wish to express my OPPOSTION to the proposed LA Fitness to go in behind Sprouts at the Shops at Rossmoor. All
large gyms face a major street: ex. Valley View, Katella, Bellflower, etc.
This is the first time LA Fitness is attempting to put one in a residential area.
As an Official for the Seal Beach, Orange County area you have the ability to help keep the charm and
quaintness of our Rossmoor Community, or to make life very uncomfortable for those who have lived here for
many years. Our lives are in your hands, in your Vote. Seal Beach and Rossmoor are very special, quaint areas
and we wish to keep them like that.
I was in the audience of a 4 hour meeting last night with over 50 people expressing their concerns over this project. You
were there too and heard the concerns and passion of our community.
Some of my concerns are:
• Traffic—over 610 cars in and 610 out in addition to the cars already entering Rossmoor Center Drive. Coming
in on Rossmoor Center drive is already a traffic tie up.
• The Traffic Report given last night was extremely faulty. The numbers anticipated and what was counted just
don’t add up. The EIR Committee asked for this to be re-done as all could see it was not truly representative of what
would be actual numbers.
• Crime element—all LA Fitness gyms have had multiple reports of break ins and theft of wallets, purses and
laptops.
• Noise element—for all those who live surrounding this area will be affected by loitering noise, Air Conditioners
going 18 hours a day.
Think of it as if it were going to be put next to your bedroom window. If that were the case how would you vote? Imagine
putting it on the greenbelt on Electric St. next to the Red Car.
I’m pleading with you to Vote NO for this project. It just isn’t the right fit for our community.
Thank you for reading this.
Janet Wagoner
12111 Silver Fox
Rossmoor, CA 90720
Janet Wagoner
9.0 Responses to Comments
Environmental Impact Report 9-53
From: Emi Wheaton [mailto:emidoesmydo@gmail.com]
Sent: Monday, April 24, 2017 4:32 PM
To: coalitionagainstlafitness@gmail.com; Steven Fowler
Subject: La Fitness pros and cons
Hi I am a Rossmoor resident living on Martha Ann. I absolutely love our community but here are some cons about this
project.
Traffic
• Already heavy traffic on entire boulevard, especially during school drop off and pick up times
• Due to the heavy traffic on the entire boulevard, drivers will then take a short cut through Rossmoor. Rossmoor
is a residential neighborhood, not a major boulevard, but will become one if the gym goes in.
• Even if you make an extra lane on Rossmoor Center Way, you can’t do anything about the back-up due to
customers walking into/out of Sprouts. It is already backed up and is extremely unsafe. It will only be worse.
• How will emergency response vehicles get thru the congested traffic?
• At its own cost, the school district has even begun a program offering low cost bus service to all the schools from
Seal Beach, Los Alamitos, and Rossmoor due to the fact that there is already too much traffic
• For the first time in decades, the district has had to stagger the start times of all the elementary schools to help
with the congestion of traffic. Why do we want to add more traffic? Noise
• EIR report should take into account slamming car doors, trunk lid, etc.
• EIR report doesn’t address conversation of gym clients in close proximity of residential properties
• EIR doesn’t mention car or motorcycle engines starts and revving near residential property
• Car alarms sounding right next to residential property line to the west-these can reach the vicinity of 90 DBA and
fifty percent duty cycle for minutes at a time-where is this accounted for?
• Report fails to account for increase in noise due to replacement of landscaping on Seal Beach Blvd and Rossmoor
Center Way. Is that why noise measurements at other LAF locations could not be used?
• Report does not address the reflective properties of the building itself. Along Rossmoor Center Way, there is an
existing cinderblock wall and the huge gym will create a reverberation chamber amplifying traffic noise and reflecting it
into bedroom windows to the north.
Hazardous Materials
• Concentrated chlorine or oxidizer & acids are part of the routine cleaning of swimming pools/athletic equipment.
There is no mention of a loading dock or storage for these materials.
• Shouldn’t the proximity to residences mandate the preparation of a hazardous materials and emergency response
plan, given the use of toxic chemicals used? Parking
• Effective May 31, 2017 no parking from the condos will be allowed, thus moving them onto streets of Rossmoor.
These cars belong to Seal Beach residents and now are being forced to park in front of Rossmoor residences. Is this
being a nice neighbor?
• This parking issue is a community, city problem. The city created it? What is Seal Beach going to do about it?
Aesthetics
• Loss of landscaping on Seal Beach Blvd where left turn lane is extended will result in a more “industrial” look
more akin to City of Industry or Santa Ana-Why is this no impact?
• Is applicant saying the aesthetic improvement at the Shops which was part of its own redevelopment plan years
ago be razed when it suits it desire for expansion?
• Will applicant bull-doze trees & landscaping in the proposed project when it discovers that the parki ng is
inadequate? Alternatives
• Why should the community now be “held hostage” due to poor planning of the developer years ago?
• Seems like an extension of the “boutique shopping” theme adopted elsewhere at the center could do much to
provide revenue to the owner, and to the city.
• Why aren’t the natural addition of sheoes, sporting goods, or small hardware store not part of the roadmap?
Public Safety / Crime
• Large population of elderly persons in our community (including coming from Leisure World) who are driving and
walking in and through Shops at Rossmoor. The added traffic and congestion from the LA Fitness will create a potentially
dangerous condition to the elderly community.
• Large population of school aged children in our community. There are four elementary schools (grades K -5
including pre-school aged children at the Child Development Centers at the various school sites) in Rossmoor. Children
9.0 Responses to Comments
9-54 LA Fitness Center
from Rossmoor, Los Alamitos, Rossmoor Highlands, Seal B each (CPE and CPW) as well as surrounding cities attend
the elementary schools as well as the two middle schools (Oak and McAuliffe) and Los Alamitos High School. Children
drive, bike, walk and bus to school.
• The Los Alamitos Unified School District has also implemented a “Walk to School” program encouraging children
to walk to school in an effort to reduce and relieve traffic and congestion.
• To respond to complaints and concerns about large amount of school -related traffic and safety of students, the
Los Alamitos Unified School District instituted staggered start times/dismissal times for the schools. The staggered
start/dismissal times are an effort to reduced and relieve traffic and congestion.
• The Rossmoor/Seal Beach branch of the Orange County Library is situated along Montecito (on the curve between
St. Cloud and Rossmoor Center Way). In addition to the general members of the community who visit the library, children
visit the library. The library is located along the route of persons going to the proposed LA Fitness which will increase
traffic and congestion in the area of the library which will threaten the safety of children.
• Increased traffic and congestion from the proposed LA Fitness will result in delays in emergency vehicles (fire,
police, ambulance) responding to the Shops at Rossmoor as well as the other businesses along Los Alamitos/Seal
Beach Blvd., and the residents in Rossmoor, Ross moor Highlands, Los Alamitos and Seal Beach.
• Increased crime from the proposed LA Fitness. Generally speaking, gyms attract organized crime including
breaking into cars in the parking lot (knowing the owners are in the gym) and breaking into gym lockers. The LA Fitness
will invite crime into the neighborhood.
There are many friends and families in our community they agree with all of the above. We want to keep our community
safe and quiet.
Thank you.
Emi & Michael Wheaton
From: Vanessa Widener []
Sent: Sunday, April 23, 2017 8:48 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Schelly Sustarsic; Thomas Moore
Cc: coalitionagainstlafitness@gmail.com; Momma; Building Official;michelle.steel@ocgov.com; Leslie Medina;
Crystal Landavazo; Brian McKinney
Subject: Opposition to LA Fitness proposal
Dear Mr. Fowler and Distinguished Council Members:
Thank you for the opportunity to express my concerns regarding the proposed LA Fitness at the Shops at
Rossmoor. While I appreciate the desire of the owner/developer to utilize every square inch of the Shops at Rossmoor
for profit, I implore you to find a balance between profit and people and recognize the LA Fitness is not a good "fit" for
our community.
I am opposed to the LA Fitness project for many reasons. However, my biggest concern is the fact that the inevitable
increase in traffic will negatively impact the safety of my family.
As you know, there is a large population of school aged children in our community. There are four elementary schools
(grades K-5 including pre-school aged children at the Child Development Centers at the various school sites) in
Rossmoor. Children from Rossmoor, Los Alamitos, Rossmoor Highlands, Seal Beach (College Park East and College
Park West) as well as surrounding cities attend the elementary schools as well as the two middle schools (Oak and
McAuliffe) and Los Alamitos High School. While many children are driven to school, children are encouraged to ride
bikes, walk and take the bus to school. In fact, the Los Alamitos Unified School District implemented a “Walk/Ride Your
Bike to School” program encouraging children to walk/ride to school in an effort to reduce and relieve traffic and
congestion. Moreover, to reduce/relieve school-related traffic and improve the safety of students, the Los Alamitos
Unified School District instituted staggered start times/dismissal times for the sc hools. My family is doing our part to help
relieve the traffic. To that end, my son attends Weaver Elementary School and my daughter attends McAuliffe Middle
School. Both of my children ride their bikes to Weaver and my daughter then rides the bus from the bus stop at Weaver
to McAuliffe. The prospect of adding the LA Fitness which will bring an influx members and cars during peak morning
9.0 Responses to Comments
Environmental Impact Report 9-55
school drop-off hours is unfathomable. The addition of the LA Fitness will “un-do” the progress we have made as a
community to improve traffic.
Moreover, the Rossmoor/Seal Beach branch of the Orange County Library is situated along Montecito (on the curve
between St. Cloud and Rossmoor Center Way). In addition to the general members of the community who visit the
library, children visit the library. My children frequently ride their bikes or walk to the library. Because the library is
located along the inevitable route of cars traveling to the proposed LA Fitness, traffic and congestion in the area of the
library will increase which will, in turn, threaten the safety of all children including mine.
The expected increased crime associated with the LA Fitness (based on crime report statistics of other gyms) is
upsetting as it again effects the safety of my family.
The concerns I've articulated above only scratch the surface of the anticipated problems associated with the LA Fitness
in this location, but I hope it provides you with meaningful insight into the adverse effects the project will have on famili es
like mine. Thank you for your time.
Vanessa Widener, Rossmoor resident
-----Original Message-----
From: Robert [mailto:bzam@compuserve.com]
Sent: Saturday, April 22, 2017 9:42 AM
To: Steven Fowler
Subject: EIR Comments
I would like to comment on the Draft EIR for LA Fitness proposed addition to Rossmoor Shopping Center.
My wife is in a wheelchair or sometimes mobility scooter. We have attempted to use the Shops at Rossmoor but
unfortunately its very difficult at best. For instance, going from our area in Rossmoor via St. Cloud/Montecito Ave and
then down Rossmoor Center Way the present sidewalk do not allow room for her to navigate. We attempted to go to
Peet's Coffee this route a couple of times and gave up.
When attended the meeting at Old Ranch Country Club, the representative for the LA Fitness Center said they did
not have to comply with Americans Disabilities Act as a health club.
There is not adequate information in this EIR to allow me to see the solution for Handicapped people to navigate
around this new health club when the present situation is inadequate and this addition makes the situation even
worse.
Also I go to Sprouts shopping at least twice a week and the present traffic situation is basically gridlock which ever
way you enter the parking in front of Sprouts.
9.0 Responses to Comments
9-56 LA Fitness Center
I urge the rejection of this addition to the Rossmoor Shops and that Seal Beach and the owners try to find a better
tenant with less impact on traffic.
Thank you,
Robert L. Zambenini
3241 Hill Rose Drive, Los Alamitos, CA 90720
9.0 Responses to Comments
Environmental Impact Report 9-57
From: Lori Abbott [mailto:Abbott_Lori@hotmail.com]
Sent: Monday, April 24, 2017 12:19 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian McKinney; Leslie
Medina;michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building
Official;coalitionagainstlafitness@gmail.com
Subject: proposed LA Fitness Club
To Whom it may concern,
I am originally from Seal Beach, my parents are original owners in Seal Beach CPE, and still reside in Seal Beach CPE. I have seen
many changes throughout the years and a increase of traffic 100% on Seal Beach blvd. While I don't oppose progress, a major
chain health club of this size would increase the traffic and congestion to the area surrounding rossmoor an d seal beach to
unbearable levels.
The Rossmoor center is already over run by to much traffic and has many Rossmoor residents shopping elsewhere to avoid the
highly populated area. The small town feel is why so many families in Rossmoor,Seal Beach and the surrounding areas have
chosen to make a home, and with a major chain health club that is open 24hours and so public, that feeling of a small community
will be gone.
I urge the a reconsideration of a different location for the proposed LA Fitness health club.
Lori Abbott
Rossmoor Resident
From: Jeff Abrams [mailto:jma4bb@gmail.com]
Sent: Friday, April 21, 2017 5:32 PM
To: Steven Fowler
Subject: No No No on the LA Fitness Gym in Roosmoor
Hello, My experience as a lifelong Gym member at 24 Fitness and Bally's and even back to Jack La Lanne was the
surrounding stores, neighborhoods and people will be majorly inconvenienced to a large degree, They will have a lesser
quality of life. The residents of Roosmoor already have too many thefts.. I am a 2 time car theft victim. But worse, there
will be a group of people that we laughingly call Gym Rats. Sad truth be told , many people use the Gym for their most
basic hygiene and sometimes live in their cars. The traffic is already out of hand for us Roosmoor residents. No No No
on this project
Jeff Abrams
Roosmoor resident for 17 years
-----Original Message-----
From: Ken Adams [mailto:ken@pathfindertrucking.com]
Sent: Monday, April 24, 2017 11:27 AM
To: Steven Fowler
Cc: Denise Adams
Subject: LA Fitness project
9.0 Responses to Comments
9-58 LA Fitness Center
To whom it may concern,
We are adamantly opposed to the construction project of the LA fitness in the Rossmoor Shopping Center. We already
have high traffic areas around the mall, and do not need a business with operating hours as long as this place would
have causing further congestion and noise in and around the area.
Please reconsider !
Thanks,
Ken and Denise Adams
25 year residents of Seal Beach.
Ken Adams
Pathfinder Logistics
323-490-0374
From: Akashi Family []
Sent: Sunday, April 23, 2017 10:14 AM
To: Steven Fowler
Subject: Against LA Fitness Project
Mr. Steve Fowler
I am currently a member of a 24 hour fitness center and I live in Seal Beach / Rossmoor. I have noted that most of 24
Hr Fitness center which I go to are very crowded in the morning before work and after work. The building codes for
parking does not take this into consideration. The fitness center member stand 2 to 3 deep trying to get to exercise
machines. Peak attendance is at the same time as school traffic which already is a problem. Traffic study only account
for daily flows. The gym goers are younger, live outside of this area and in very much in a hurry. This will degrade our
Seal Beach / Rossmoor area. Please reject this project and approve which has a constant steady flow.
From: Sally Allen [mailto:allens63@verizon.net]
Sent: Saturday, April 22, 2017 11:32 AM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: L.A. Fitness proposal
As a resident of Seal Beach, I strongly oppose the new development proposed by L.A. Fitness in the Rossmoor area.
My opposition is focused on the addition of more vehicle congestion along Seal Beach Blvd., which is already an issue,
and the fact that there will be even more congestion due to people getting to the gym site at the end of the work day or
prior to work. Prior to work is when students are going to their schools. And, it has already been noted that because of
the amount of students, starting times have had to be staggered.
As a resident of Old Town, I try to time my access over the bridge to get to businesses as much as possible at times
where there is less traffic. But, even so, getting from the Bridge to Katella with the many stop signs is already time
consuming. With more traffic due to L.A. Fitness it will cause even more issues.
We do not need added congestion along Seal Beach Blvd and this will only be heightened with the addition of L.A.
Fitness and the size of the “complex” they are proposing. Already we have Anytime Fitness in Seal Beach which
accommodates a great number of members and is open 24 hours which is a bonus. L.A. Fitness is not offering this
time frame thus there will be a greater impact of users during their open hours since there are specified times of
use. With Anytime Fitness’ hours, those who use have a greater ability to use the facility at all hours. Also, Anytime
traffic flow getting to the facility is not impacted by going down Seal Beach Blvd. for access and attracts th ose coming
from Westminster.
9.0 Responses to Comments
Environmental Impact Report 9-59
I strongly oppose permitting of the new gym due to what I have mentioned but also feel many of the other issues raised
in comments are also applicable to my position.
Please do not vote for this new facility!! The only advantage I can see would be added revenue to the city. But, at what
cost to the inconveniences and frustrations of those of us in the community and who live here.
Sally Allen
Allens63@verizon.net
562-544-4556
114 11th Street
Seal Beach 90740
From: beechyb@verizon.net []
Sent: Monday, April 24, 2017 12:12 AM
To: Steven Fowler; Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Brian
McKinney;ledina@sealbeachca.gov; michelle.steel@ocgov.com; ssustaric@sealbeachca.gov; Thomas Moore;
Crystal Landavazo; Building Official
Subject: NO Against Approving the LA Fitness Center in the Shops as Rossmoor
As a resident who lives on Montecito Drive just a few hundred feet from the potential
location of the fitness center, I implore you all to vote NO on this project.
As you can see by the pictures I have taken and attached, the exit from my condo complex
is not safe. These trucks blocking our line of sight to turn left or right puts us all
in grave danger because we cannot see to make a safe turn.
The driveway behind Pei Wei to CPK should be reopened to allow delivery trucks to make
their deliveries instead of blocking the roads and parking lot spaces for customers.
These pictures are just a sample of the trucks that continuously block Rossmoor Center
Drive by the Sprouts/Pei Wei intersection. The fire department also parks their trucks
on the street when they shop in Sprouts instead of parking in the parking lot behind
Sprouts where there is plenty of parking.
This area is a neighborhood with houses, schools, youth sports, a library, shopping and
other residential amenities.
This large project does not belong in a neighborhood. Mr. Potts himself has said that
the mixing of commercial and residential projects is not a good fit. We would like to
see a smaller scope project (similar stores to the ones already in the shopping center,
small hardware store, food courts, etc) that fits the residential neighborhood and
boutique type shopping that already exists.
Traffic is, has been and continues to be a major issue. There are many problems with
this project, but, we all keep addressing traffic because it is a very real and dangerous
fact of life.
Daily there are kids, animals, strollers, cars, buses, motorcycles and pedestrians that
fill the area. The small transit buses from Leisure World and OCTA to drop off people
stop right at the corner of the Sprouts intersection blocking traffic back to Seal Beach
Blvd.
It doesn't matter how far back you make the left turn lane or how many new lanes Rossmoor
Center Way you put in. The space between Seal Beach Blvd and the Sprouts intersection
can only hold 8-9 cars. Daily traffic is backed on to Seal Beach Blvd so the southbound
lanes cannot move on a green light until the cars turning left get out of the street.
The extended left turn lane will only back up on Seal Beach Blvd also and block the left
turn lane in to Target so the cars can't turn as they are supposed to.
9.0 Responses to Comments
9-60 LA Fitness Center
Help us keep our quaint small town charm that all of us enjoy. Isn't that why we choose
to live here?
As an official and protector of our community, you have the power to do the right thing
and vote NO as the only acceptable vote.
Thank you
Rebecca Allie
Seal Beach
-----Original Message-----
From: Joni Angstadt [mailto:anggang@verizon.net]
Sent: Friday, April 21, 2017 3:46 PM
To: Steven Fowler
Subject: LA Fitness
Mr Fowler
We are against putting a new LA Fitness behind Sprouts.
We have lived in Rossmoor for over 30 years before either of the 2 big shopping centers were built. Since their
construction the traffic on Los Alamitos Blvd has become atrocious. Adding the Fitness center would only double the
traffic , not only on the Blvd but also in Rossmoor , cause parking problems plus bring in more crime.
Seal Beach only cares about tax revenue they will receive but do not care to be good neighbors.
Please reconsider giving them a permit.
Eric and Joanne Angstadt
From: REA BACOL [mailto:REABAC@msn.com]
Sent: Saturday, April 22, 2017 1:18 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian McKinney; Leslie
Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building
Official; coalitionagainstlafitness@gmail.com
Subject: Proposed LA Fitness Project
Dear Sir/Madam,
9.0 Responses to Comments
Environmental Impact Report 9-61
Please hear my plea regarding the proposed LA Fitness project behind Sprouts in Seal Beach.
I live on Mainway in Rossmoor near the intersection of Mainway and Montecito/St. Cloud. I witness cars, that are not familiar
with our streets, blowing through this crosswalk and stop sign without stopping or even slowing down. It happens constantly! The
traffic in this area has increased by leaps and bounds in the last several years , regardless of what the reports say. Please don't
add to this disaster by bringing this gym to fruition.
In addition to the traffic, the parking on our streets will be directly affected by the gym. The condominiums on Montecito that
have Seal Beach addresses use the parking lot behind Sprouts for their overflow. On any given day or night you will find 70-90
cars parked in that lot. What do you think happens to all those cars when they are refused parking in that lot? I'll tell you because
it's happened before. They end up Parking on all of our streets causing a traffic and parking nightmare! Is it really so much to ask
that we are able to park our own cars in front of our own homes? Rossmoor is not a newly planned community with wide
driveways and 2 & 3 car garages. This neighborhood was established in the 50's and most driveways are wide enough for 1 car
only. Had we bought our home, 20 years ago, in downtown Seal Beach or any beach community, this would have been
expected. But not here.
Please stop the LA Fitness project!
Sincerely,
Rea Bacol
Rossmoor Resident
From: Alice Baldwin [mailto:ambaldwin@earthlink.net]
Sent: Monday, April 17, 2017 5:34 PM
To: Steven Fowler
Subject: no to la fitness
Mr Fowler,
The shops at Rossmoor do not need an LA fitness. It will bring in too many people who will use the community of Rossmoor as
their private short –cut to avoid the inevitable traffic and congestion that will be a result of all the additional cars. No change to
the set up from Seal Beach Blvd will alleviate this mess.
If Seal beach wants an LA fitness , let them put it somewhere else, (of which there are many available spots).
Be a good neighbor vs. bowing to the corporations and more revenue.
Sincerely
Alice Baldwin
9.0 Responses to Comments
9-62 LA Fitness Center
From: Alice Baldwin [mailto:ambaldwin@earthlink.net]
Sent: Wednesday, April 05, 2017 2:36 PM
To: Steven Fowler
Subject: STOP LA FITNESS
Please do all you can to keep LA fitness from going to into the Shops at Rossmoor.
It is too big a facility w too much traffic to go where they are planning.
It will severely impact Rossmoor and the Seal Beach residents who live in the condos.
PLEASE TO DO NOT ALLOW LA FITNESS TO BE BUILD THERE.
THERE ARE OTHER PLACES IN SB WHERE IT WOULD BE MORE APPROPRIATE.
Sincerely,
Alice Baldwin
From: Kimberly Baldwin [mailto:calibynature@gmail.com]
Sent: Monday, April 24, 2017 4:21 PM
To: Steven Fowler
Subject: I oppose having a 24 hour fitness in my backyard
My name is Kim Baldwin and I am a Rossmoor resident. I am against the building of the LA Fitness in the shops at
Rossmoor for many reasons, however traffic and safety top the list.
I have seen the parking lot of the 24 hour fitness on Bellflower and Spring and there is no way The Shops are Rossmoor
can accommodate that amount of traffic.
The Shops at Rossmoor are already tough to navigate around Sprouts and Staples and I park behind those shops
because it is almost impossible to park in the front. Furthermore it can take up to seven minutes to drive down Seal
Beach Blvd. between St. Cloud Dr. and Bradbury as it currently is. It won't be long before the gym members go "the
back way" through St. Cloud and Montecito and add congestion and additional wear and tear on Rossmoor streets that
were not built with that kind of traffic in mind.
By going to the proposed gym via Rossmoor streets, they will be impacting our safety. Think of the kids that walk and
ride their bikes to school or the park. Non residents won't take the time to take a second look for kids, they will be rushing
off to hit the gym.
I strongly urge you to please deny LA Fitness' bid to violate our community. Say no to LA Fitness and show that you
hear the overwhelming number of people that are reaching out to you. After all, it's people that make our community
special, not a corporate franchise.
Thank you.
Kim Baldwin
3162 Yellowtail Dr.
Rossmoor.
From: Stephen Baldwin [mailto:swb713@gmail.com]
Sent: Monday, April 24, 2017 4:30 PM
To: Steven Fowler
Subject: No on LA Fitness
I am a Rossmoor resident and I do not support LA Fitness becoming a part of The Shops at Rossmoor.
9.0 Responses to Comments
Environmental Impact Report 9-63
A gym of this size would bring far too many people into the area causing traffic, crime (cars in gym parking lots seem to
be frequently vandalized) and chaos.
Please vote NO and protect this area of Seal Beach and Rossmoor.
Thank you,
Stephen Baldwin
Yellowtail Dr., Rossmoor
From: Connie Bambadji [mailto:cbambadji@gmail.com]
Sent: Monday, April 24, 2017 4:50 PM
To: Steven Fowler
Subject: Say NO to LA Fitness
Dear Mr. Fowler,
I am writing to let you know that I am extremely opposed to an LA Fitness gym being built in the shopping center behind
Sprouts Market.
My children and I walk, ride bikes, and shop in the area of the neighborhood that will be most impacted by this gym. The
shopping center is crowded as it is with the shops and restaurants that already exist. The traffic is already bad, and I
know that this gym would bring in a lot more cars, people, and crime to the shopping center as well as the Rossmoor
neighborhood. It is a fact that gyms as well as movie theaters bring more crime into neighborhoods.
I know I don't live in Seal Beach, but I do shop in Seal Beach, and the success of the local shopping center depends on
the Rossmoor homeowners. Until this point, we have seen the shopping center as an asset to the community. We eat
there and shop there...we keep it in business. An LA Fitness Facility will not be an asset to the shopping center or the
neighborhood. There is an LA Fitness is West Garden Grove just 4.6 miles away. There is no need to build one in our
community.
I hope you will consider my input and value the patronage of our community. Please say no to LA Fitness...it is just too
much negative for this community.
Thank you,
Connie Bambadji
-----Original Message-----
From: Kathy Barnes []
Sent: Sunday, April 23, 2017 5:06 PM
To: Steven Fowler
Subject: LA Fitness
I am writing this to you to express my deep concern about the ramifications of allowing this business to be located in
the Rossmoor Shopping Center. I am not opposed to a smaller building and business to be located there but one that
would not attract people there from 5 a.m. To 11 p.m.
That shopping center is already a nightmare to enter from any of the entrances. I have seen many near miss accidents
and many disgruntled drivers there in the last few years. Seal Beach Blvd is strained to the max with the traffic from the
many businesses between the San Diego Freeway and Bradbury. The boulevard cannot handle another 2000+ cars a
day that the gym estimates it will attract.
The quality of life for those Seal Beach residents who occupy the four condo buildings that back the center should also
be strongly considered. They do not live there to have a gym in their backyard since most of the condos already have
some type of exercise room or pool. They will be exposed to more air quality issues with both the building of the gym
and the 2000+ car fumes a day that will be traveling there. Your ci tizens need to come first!
You also need to be a good neighbor to the Rossmoor citizens who will have more condo cars parking on their streets
and gym patrons who will be looking for a quicker route into the gym when the traffic is backed up on the bouleva rd.
Since the majority of LAUSD elementary schools are located inside the Rossmoor tract the traffic is already very
congested at certain times of the day and safety for those students and parents should also be considered.
9.0 Responses to Comments
9-64 LA Fitness Center
There are already at least 15+ small and large gyms within a 5 mile radius that the citizens of Seal Beach, Los Alamitos,
Rossmoor, and West Garden Grove can attend - not another one is needed. At some point in time an area becomes
over developed and the safety and quality of life of its citizens must become a priority! Please consider this when you
are considering this LA Fitness request. It was close to being denied once and it must be denied again!
Thank you for your time and consideration.
Sincerely,
Kathleen Barnes
Rossmoor CA
-----Original Message-----
From: Jeanne Beesley [mailto:beesleytao@verizon.net]
Sent: Monday, April 24, 2017 2:47 PM
To: Steven Fowler
Subject: Comments to draft EIR for the LA Fitness at the Shops at Rossmoor
Hello,
I have reviewed the draft EIR for this project and also attended one of the informational open houses. As a Rossmoor
resident who patronizes The Shops at Rossmoor, I don’t feel that the proposed changes on Seal Beach Blvd, or the
road that runs between Sprout’s and Pei Wei, will be sufficient to mitigate the extra traffic that the fitness center will
bring. This 4-way intersection is already incredibly congested, and a danger to pedestrians crossing the intersection
and also to those crossing from the parking lot to Sprout’s as a result of traffic backing up into the intersection. The
proposed changes will do nothing to remedy this situation.
In my opinion, the shopping center parking was very badly planned originally, requiring al l traffic entering the parking
lot to pass in front of the shops, where pedestrians are crossing. The added traffic from the fitness center will only
make this situation much, much worse. Personally, I will avoid shopping at the center if this project is built, especially
at Sprout’s, since that is where the congestion will be worst.
Unless the planners can come up with a real solution that won’t add to the congestion at this intersection, this will be a
very poor addition to the Shops at Rossmoor.
Please be considerate of the Rossmoor and Los Alamitos residents, who must live with your decisions.
Thank you,
Jeanne Beesley
9.0 Responses to Comments
Environmental Impact Report 9-65
From: Terry Brown [mailto:terry.brown@elgmetals.com]
Sent: Monday, March 20, 2017 6:26 PM
To: Steven Fowler
Subject: LA Fitness
If this is going forward which I am against, as the traffic study was not done at correct school times AND more important
the impact on where the apartment people can park there 70/120 cars now what about offering the impacted present
residents of Main way/Tucker lane and other Main Streets exiting Montecito from the library down to Bradbury with street
permit parking similar to Seal Beach.
So I totally oppose this project unless we have street permit parking in vicinity by project
Sent from my iPad
Terry Brown
ELG Haniel Metals Inc,
Consultant Advisor
Mobile 323-578-7855
Office. 323-569-3545
E-Mail tbrown@elgmetals.com
From: Jennifer Burrell [mailto:jburrell99@gmail.com]
Sent: Monday, April 24, 2017 3:26 PM
To: Steven Fowler
Subject: LA Fitness
Dear Mr. Fowler,
I am writing to let you know that I am extremely opposed to an LA Fitness gym being built in the shopping center at the
end of my street. I live on Brimhall Drive in Rossmoor. My street exits at Montecito right by the library.
My children and I walk, ride bikes, and shop in the area of the neighborhood that will be most impacted by this gym. The
traffic is already so bad, and I know that this gym would bring in a ton more cars and people.
I know I don't live in Seal Beach, but I do shop in Seal Beach, and the success of the local shopping center depends on
the Rossmoor homeowners. Until this point, we have seen the shopping center as an asset to the community. We eat
there and shop there...we keep it in business.
I hope you will consider our input and value our patronage. Please say no to LA Fitness...it is just too much for this
community.
Thank you,
Jennifer Burrell
From: Melissa Burns [mailto:polkacat@hotmail.com]
Sent: Monday, April 24, 2017 4:20 PM
To: Steven Fowler
Subject: NO TO LA FITNESS
Mr. Fowler,
9.0 Responses to Comments
9-66 LA Fitness Center
I am writing to let you know that I am extremely opposed to an LA Fitness gym being built in the shopping
center at the end of my street. I live on Copa de Oro Drive in Rossmoor. My street exits at the first stop sign
at Montecito where most of the traffic will turn into this development to avoid the center traffic.
My four young children and I walk, ride bikes, and shop in the area of the neighborhood that will be most
impacted by this gym. This area is already impacted during peak travel times, and it will only worsen. I know
that this gym would bring in a ton more cars and people. I am greatly concerned for the safety and well
being of my children and other children that live in this neighborhood if this project is allowed to go
through.
I know I don't live in Seal Beach, but I do shop in Seal Beach, and the suc cess of the local shopping center
depends on the Rossmoor homeowners. Until this point, we have seen the shopping center as an asset to
the community. We eat there and shop there...we keep it in business.
I hope you will consider our input and value our patronage. Please say No to LA Fitness...it is just too much
for this community.
Thank you for your consideration and time.
Sincerely,
Melissa Burns
3071 Copa de Oro Drive
Rossmoor
From: Melissa Burns [mailto:polkacat@hotmail.com]
Sent: Monday, April 24, 2017 4:20 PM
To: Steven Fowler
Subject: NO TO LA FITNESS
Mr. Fowler,
I am writing to let you know that I am extremely opposed to an LA Fitness gym bei ng built in the shopping
center at the end of my street. I live on Copa de Oro Drive in Rossmoor. My street exits at the first stop sign
at Montecito where most of the traffic will turn into this development to avoid the center traffic.
My four young children and I walk, ride bikes, and shop in the area of the neighborhood that will be most
impacted by this gym. This area is already impacted during peak travel times, and it will only worsen. I know
that this gym would bring in a ton more cars and people. I am greatly concerned for the safety and well
being of my children and other children that live in this neighborhood if this project is allowed to go
through.
9.0 Responses to Comments
Environmental Impact Report 9-67
I know I don't live in Seal Beach, but I do shop in Seal Beach, and the success of the loca l shopping center
depends on the Rossmoor homeowners. Until this point, we have seen the shopping center as an asset to
the community. We eat there and shop there...we keep it in business.
I hope you will consider our input and value our patronage. Please say No to LA Fitness...it is just too much
for this community.
Thank you for your consideration and time.
Sincerely,
Melissa Burns
3071 Copa de Oro Drive
Rossmoor
From: Ed Buse []
Sent: Monday, April 24, 2017 12:00 AM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com; Ed Buse
Subject: LA Fitness
As longtime Rossmoor residents, we are strongly opposed to the development of the LA Fitness in the Shops of
Rossmoor.
Traffic: Seal Beach Blvd. is already too busy. The projection of over 2,000 car trips for the gym per day, Seal Beach
Blvd will make it worse. To avoid traffic, cars will take shortcuts behind the center and through our neighborhood streets.
The EIR has suggested traffic improvements for getting in and out of the center; this is what we need now, we do not
see it fixing the traffic problem long term. This traffic will also add more pollution, which can be a contributor to health
issues.
Crime: With more cars passing through the neighborhood, it exposes our residents' to crime and also at the "proposed"
gym location and parking lot. There are many crime related news articles specifically for LA Fitness throughout the
country. There have been a lot of car burglaries on streets near the proposed development, more cars in the area can
also increase crime.
Safety: Having additional traffic going through the shopping center and our neighborhood streets, safety all around is
something to think about. Especially for our residents; who are active on foot and on bike, children riding to and from
school, or my family who enjoys to walk or ride bikes and go to get something to eat.
Location: Trying to squeeze a 37,000sf monstrosity gym, adding traffic and noise, behind a shopping center within a
hundred yards of condominiums and apartments, next to 3,400 homes… a building this size does not belong
there. Purchasing a home in our neighborhood may not be as desirable with a gym so close, therefore our home prices
will go down.
This gym will have a huge negative impact for our neighborhood, and it is not a good fit for the Shops of Rossmoor. We,
like many other Rossmoor residents, support Seal Beach. Please take time to listen to all of our concerns and support
us in maintaining our quality of life in our small community and say/vote NO to LA Fitness!
Thank you for your time,
Ed & Lisa Buse
-----Original Message-----
From: Larry cahn [mailto:r2lefties@hotmail.com]
9.0 Responses to Comments
9-68 LA Fitness Center
Sent: Monday, April 24, 2017 3:10 PM
To: Steven Fowler
Subject: Lafitness in Rossmoor
Please do NOT allow LA fitness to build in the Rossmoor center. It will impact my Rossmoor neighborhood with
increased traffic, increased noise and increased crime. The single lane entrance and exit between the Chinese
restaurant and the sprouts will force entering and exiting from the LA fitness through our neighborhood. Even with the
planned increase in lanes from Los Alamitos blvd can not account for the single lane next to the sprouts.
The intersection is already so poorly planned that there is backup onto Los al blvd and the roadway in front of sprouts
is an accident waiting to happen due to foot traffic into and out of sprouts.
We the residents of Rossmoor do not want the LA fitness!
Mary Cahn
Sent from my iPad
From: Douglas Carasso [mailto:dougcarasso@gmail.com]
Sent: Monday, April 17, 2017 9:55 AM
To: Steven Fowler
Subject: LA Fitness
Dear Mr. Fowler,
As a resident of the Old Ranch community across the street from where LA Fitness is proposed to be built, I strongly
oppose this construction, for the following four reasons.
First, the neighborhood, with the “Target Magnet,” is already hugely crowded. Driving in this neighborhood is getting
more and more difficult each day, with the high concentration of popular stores and eateries. We are very lucky to have
In N Out, Chipotlle, and Chick Filet so close. But this draws a lot of people to the area already. Combine that with the
trifecta across the street of Target, Bed Bath & Beyond, and Ralphs, and you can tell how already busy this area is,
primarily in terms of vehicle traffic.
Second, this is a family/residential neighborhood. So there are a lot of kids here, going to and from the local stores, with
or without parents. Safety is therefore a paramount concern to me. I myself have a young son.
Third, LA Fitness has not yet shown that it has sufficient potential customers to justify its existence in this neighborhood.
It requires a certain number of members to stay in business. If it cannot meet that number, it will close. And we will be
left with an empty building. Based on its location hidden behind the Sprouts, it would likely not be visibl e enough to
attract enough new customers to stay in business. I’m sure your experience with abandoned buildings shows that this
is not a desirable element to any neighborhood.
Fourth, while the idea of having a local gym may be appealing to some (includin g myself), there is already a 24 Hour
Fitness just a few minutes away on Katella. A far more appropriate location for the LA Fitness would be away from
residents but still close, near the intersection of Westminster and Seal Beach Blvd. That might also ser ve to increase
customers at the hotel right there.
In sum, putting an LA Fitness in the proposed location in the Seal Beach Rossmoor area would make the neighborhood
more crowded and less safe, decrease property values, not be a sustainable business, likely result in an abandoned
building, and be more appropriate elsewhere in the city. For these reasons, I respectfully request that you do all you
9.0 Responses to Comments
Environmental Impact Report 9-69
can to prevent this LA Fitness from appearing behind the Sprouts or anywhere else in that shopping center.
Thank you for considering my thoughts on this. Should you wish to discuss any of the above with me, please do not
hesitate to write.
Douglas M. Carasso
From: Kim Carasso [mailto:kimcarasso@yahoo.com]
Sent: Thursday, April 06, 2017 7:09 PM
To: Steven Fowler
Subject: Opposition to Proposed LA Fitness
Per my Councilwoman's directive, I am forwarding a copy of the letter I sent to each council person in opposition to the
proposed LA Fitness. Please include a copy in all materials submitted for any Environmental Impact and Planning
Commission meetings.
Thank you,
Kim Carasso
Dear Councilwoman Sustaric
I write to express my opposition to the proposed LA Fitness project at the Shops of Rossmoor. The entrance to my
community is off Plymouth (the entrance that gym members would likely use). The traffic at this intersection and the
entrance to the shops is already awful. If we add additional traffic associated with the gym, I cannot imagine the log
jam. Between all of the morning traffic with parents dropping off kiddos at the Los Al schools and gym traffic, the
intersection will be a quagmire. You can guarantee and increase in accidents from people becoming angry at waiting
for the lights and attempting to run through as a result of impatience.
I also worry about what happens when the gym fails. I saw when because it is my understanding that the gym
proponents advised residents at a recent meeting that they expect virtually all of the membership to come from local
residents(I suspect that they made this argument to offset the concern about traffic as they claimed most will walk or
ride bikes to the gym--not sure what they base that assumption on), but that their estimate for the number of members
necessary to make the gym profitable is about double the number of proposed members. Doesn't make much sense,
does it?
If that is true, the gym goes under in short order. Then what? A giant vacant building with a limited use remains and
becomes a nuisance --attracting people dumping unwanted furniture, vagrants, graffiti and crime. Given the fact Marie
Callendar's has sat vacant now for two years, I don't think my concerns are unfounded.
I understand that the parking lot is a huge piece of real estate and can and should be used for something. A proper
retail or mixed use project, that includes a parking structure and includes another means of egress/ingress would make
sense.
It's just that the proposed concept fails the take into account the impact on the surrounding homeowners --including the
Seal Beach residents who will be adversely and directly affected. Traffic studies will bear out our concerns. Similarly,
the concerns about membership potential needs to be assessed. There is absolutely no valid reason in allowing this
project go in if it is doomed to fail--that serves no purpose for anyone.
Please heed the concerns of your constituents and vote no.
Thank you,
Kimberly A. Carasso
12275 Nantucket Pl
Seal Beach, CA 90740
**It should be noted that we received no formal notice of any upcoming meeting in this topic. Notice really should be
given so that all of those affected can comment.
9.0 Responses to Comments
9-70 LA Fitness Center
From: Victoria Chang [mailto:chang_victoria@hotmail.com]
Sent: Wednesday, March 22, 2017 12:44 PM
To: Steven Fowler
Subject: LA Fitness project
Hi Mr. Fowler,
I am a Rossmoor resident and wanted to write that I strongly oppose the LA Fitness plan for many
reason. California is already SO crowded and you can't drive a few miles without getting stuck in
traffic. We moved to Rossmoor because it had a sleepy town feel and even in the last 7 years, there
seems to have been a lot of development and thus a lot more traffic. Getting into and out of that
shopping center is already difficult and even as a pedestrian, pretty unsafe walking into and out of
Sprouts, which was poorly planned IMHO. We can't continue to sustain this type of growth at the costs
of our residents and community members. Safety is already a big issue and traffic within Rossmoor
due to our schools which rightfully attract residents from outside our neighborhood. Please help block
this unnecessary facility, which I think will draw outsiders to our already too crowded unsleepy
community.
Best,
Todd Terlecki and Victoria Chang
From: Sharon c [mailto:sharoncoletta2016@gmail.com]
Sent: Monday, April 24, 2017 11:46 AM
To: Steven Fowler
Cc: Kevin Pearce
Subject: Proposed LA Fitness Center in Rossmoor Shopping Center
Dear Mr. Fowler,
We are very upset to hear that an LA Fitness Center is being considered as an added building to the already over -
crowded and congested Rossmoor Shopping Center. It is shocking that Seal Beach would even entertain and consider
such a proposal.
Has it occurred to you that:
• Due to the heavy traffic on the entire boulevard, drivers will then take a short cut through Rossmoor.
Rossmoor is a residential neighborhood, not a major boulevard, but will become one if the gym goes in.
• Even if you make an extra lane on Rossmoor Center Way, you can’t do anything about the back -up due to
customers walking into/out of Sprouts. It is already backed up and is extremely unsafe. It will only be
worse.
• How will emergency response vehicles get thru the congested traffic?
• At its own cost, the school district has even begun a program offering low cost bus service to all the schools
from Seal Beach, Los Alamitos, and Rossmoor due to the fact that there is already too much traffic
• For the first time in decades, the district has had to stagger the start times of all the elementary schools to
help with the congestion of traffic. Why do we want to add more traffic?
We are one of those homes that surround the apartment and townhome living on Montecito and Bradbury, where the
residence already park on our street and in front of our homes. By adding more parking limitations to them, they will
flood our peaceful residential living. This is insanity and is a theft of what we chose and purchased when we moved into
our neighborhood. By locking us in by crowded congested traffic and living, you are moving the boulevard into our
neighborhoods, and that violation is alarming that a City would do that to community living.
Please consider our very strong disapproval of the LA Fitness Center into the Rossmoor Shopping Center.
9.0 Responses to Comments
Environmental Impact Report 9-71
Sincerely,
Sharon Coletta
12041 Old Mill Road
Rossmoor
From: Dave Colacino []
Sent: Monday, April 24, 2017 6:35 AM
To: Steven Fowler
Subject: L.A. Fitness
Good Morning. I would like to express my great concern over the proposed L.A. Fitness project. Traffic is already
gridlocked on Seal Beach Blvd. Extending turn lanes is not a solution. A project this size is not a good fit for the
community and will further degrade the quality of life for local residents. The Shops at Rossmoor is a busy place, with
that many more expected visits per day, I feel it will be unmanageable. Crime and noise seems to follow these places. If
the decision makers lived in the vicinity, I’m sure they would agree and would see this as a very large problem and a
bad idea. There are plenty of small gyms in the vicinity for our community, and there are plenty of large gyms like L.A.
Fitness in the surrounding cities. Thanks for your consideration.
Dave Colacino
Rossmoor
From: ANN COLLINS [mailto:atschmick@yahoo.com]
Sent: Friday, April 07, 2017 6:29 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian
McKinney; Leslie Medina; michelle.steel@sealbeachca.gov
Cc: Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building Official;
coalitionagainstlafitness@gmail.com
Subject: Please good neighbors work together
Dear all copied on here that work on the behalf of Seal Beach,
We are all close neighbors - if I walk 4 houses down my block and cross the street I am
in Seal Beach. I grew up on Dolphin Avenue in Seal Beach and haven’t gone far.
I shop on main street, get my hair done on main street, we take our friends and family
to Walts, to Thai on Main, and many other restaurants. I am a good citizen to Seal Beach.
I don’t speed through town, don’t litter, and support the community in every way equal
to someone who 4 houses away might live/work in Seal Beach.
Our children go to the same Los Al schools, they play sports together, they are in many
activities together.
Why then, would the Seal Beach council ever vote for something you abhor for the
downtown area of Seal Beach but somehow may feel it is ok to impose on us here in
Rossmoor?
I understand the revenue aspect but how much is enough? There is substantial business
revenue from Rossmoor Town Center already. And there is room to add yet another - but
let’s choose one that you all would be happy to have in Old Town - a business without all
of the many negative affects of 24 Hour Fitness.
I fervently oppose the 24 Hour Fitness project.
The traffic aspect is major and has a ripple negative affect beyond traffic - more people
speeding, going through stop signs, driving tired, taking short cuts, parking in our
neighborhood. Our housing community will be adversely affected by such a large
9.0 Responses to Comments
9-72 LA Fitness Center
business that has such extended hours. Increased crime with more people coming into
our area.
You would never consider this near your homes. Please be good neighbors and vote
against this.
We are one community all of us even if my zip code is slightly different and I hope all of
you will vote to be my good neighbor.
Thank you for listening and I hope you will carefully and thoughtfully consider our pleas.
Respectfully,
Ann Collins
3242 Mainway
Rossmoor, CA
Hello Steve,
I am writing to you about the proposed LA fitness center. We are residents of seal beach and frequent the shops at
rossmoor. The area is quite congested as it is now with the traffic on seal beach blvd. The ingress and egress to the
center is often a nightmare. . We frequent Sprouts, Marshall's, Home Goods, CPK. I don't know how much more traffic
this area can handle.
In addition, la fitness will not produce any sales tax to the city of seal beach.
It is for these reasons that we are strongly opposed to having the fitness center located at the shops of rossmoor.
Sincerely,
Martha and ken Coolidge
CPE residents
-----Original Message-----
From: Janet []
Sent: Sunday, April 23, 2017 8:56 PM
To: Steven Fowler
Subject: Opposition to LA Fitness
Dear Mr Fowler,
I am sending you this email in STRONG opposition to the LA Fitness project slated to be built behind Sprouts. Instead
of writing a lengthy email, I will put it in bullet points.
Traffic/Congestion
* It's already bad
* It's difficult now for emergency vehicles to get through the area from Lampson and Bradbury on Los Al Blvd.
* There is already a bottleneck at the intersection of Rossmoor Center Way and Los Al Blvd. Extending the lane won't
solve the problem since only 8-9 cars fit on Rossmoor Center Way from Los Al Blvd. The 4 way stop sign at
Sprouts/Panera causes it. Very rarely do I get through on the first signal.
* In frustration people will look for alternative routes. One being turning onto St Cloud from Los Al Blvd. That intersection
is already impacted since many cars upon turning either make a quick left onto Yellowtail or a right into Rite Aid. Once
again I have sat through a few signals waiting to turn.
* Another route will be turning onto Bradbury from Los Al Blvd. The county recently reconfigured it and has taken it from
a 2 lane each way street to virtually a single lane each way street. The county did it for safety reasons. The influx of
traffic will impact the safety they were after.
*Monetico will also be used as an route. It was not designed to handle the traffic it will not incur.
Safety
*.Since there will be vastly increased traffic/congestion safety is the upmost concern. I have witnessed many accidents
and near misses at the 4 way stop sign at Sprouts/ Panera. I've also witnessed pedestrians almost getting hit.
* The 4 way stop sign at Rossmoor Center Way and Montecito isn't much better. Since it's offset near misses of cars
and pedestrians happen daily. My husband almost was hit head on since the women followed the car that preceded
her.
*. Montecito is a residential street not a major thoroughfare which is what it will become if the project goes through.
9.0 Responses to Comments
Environmental Impact Report 9-73
* Rossmoor Center Way was not designed to be a major thoroughfare either.
LA Fitness
* The size of the facility, hours of operation and over 2,000 people daily is too large of a project for a back parking lot.
* It's not designed to be a residential gym, in order to be successful it will need to draw on many communities bringing
more cars to an already congested area.
I am not opposed to any development in the back lot but a development that benefits the developer but isn't a burden
on the surrounding community. On a side note, I am an active person who workouts 5 days a week. Fitness is important
but LA Fitness negatively impacts far too many people and communities to make it a viable project for this area.
Sincerely,
Janet Crook
Sent from my iPad
From: Irv Cuevas [mailto:irvcuevas@gmail.com]
Sent: Monday, April 24, 2017 2:23 PM
To: Steven Fowler
Subject: No To L.A. Fitness
Dear Mr. Fowler …. please do all in your power to stop construction of L.A. Fitness in the Rossmoor Center of Seal
Beach ….
I’m sure you are now aware of all the noise, traffic, and safety issues and concerns raised by neighboring homes and
condos adjacent to the proposed facility. It would seem the negatives far outweigh any positives that developers are
offering. If something must be built there, why not devote the space to something smaller, and more neighbor
friendly? There are already several smaller fitness facilities in Seal Beach who will be adversely affected by this
behemoth competitor. Thanks for your attention and consideration.
Irv Cuevas
12490 Montecito Rd.
Bridgecreek Villas Condos
Seal Beach, CA 90740
From: Irv Cuevas []
Sent: Saturday, April 22, 2017 7:40 PM
To: Steven Fowler
Subject: NO to L.A. Fitness
Dear Mr. Fowler: Please consider the following. I live in a condo on Montecito …. adjacent to the proposed
Fitness Center. Please do all possible to prevent the facility from being built. Regards, Irv Cuevas 12490
Montecito Rd. Seal Beach, CA 90740
Public Safety / Crime
• Large population of elderly persons in our community (including coming from Leisure World) who are
driving and walking in and through Shops at Rossmoor. The added traffic and congestion from the LA Fitness
will create a potentially dangerous condition to the elderly community.
• Large population of school aged children in our community. There are four elementary schools (grades K-
5 including pre-school aged children at the Child Development Centers at the various school sites) in
Rossmoor. Children from Rossmoor, Los Alamitos, Rossmoor Highlands, Seal Beach (CPE and CPW) as well
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9-74 LA Fitness Center
as surrounding cities attend the elementary schools as well as the two middle schools (Oak and McAuliffe) and
Los Alamitos High School. Children drive, bike, walk and bus to school.
• The Los Alamitos Unified School District has also implemented a “Walk to School” program encouraging
children to walk to school in an effort to reduce and relieve traffic and congestion.
• To respond to complaints and concerns about large amount of school-related traffic and safety of
students, the Los Alamitos Unified School District instituted staggered start times/dismissal times for the
schools. The staggered start/dismissal times are an effort to reduced and relieve traffic and congestion.
• The Rossmoor/Seal Beach branch of the Orange County Library is situated along Montecito (on the curve
between St. Cloud and Rossmoor Center Way). In addition to the general members of the community who visit
the library, children visit the library. The library is located along the route of persons going to the proposed LA
Fitness which will increase traffic and congestion in the area of the library which will threaten the safety of
children.
• Increased traffic and congestion from the proposed LA Fitness will result in delays in emergency vehicles
(fire, police, ambulance) responding to the Shops at Rossmoor as well as the other businesses along Los
Alamitos/Seal Beach Blvd., and the residents in Rossmoor, Ross moor Highlands, Los Alamitos and Seal
Beach.
• Increased crime from the proposed LA Fitness. Generally speaking, gyms attract organized crime
including breaking into cars in the parking lot (knowing the owners are in the gym) and breaking into gym
lockers. The LA Fitness will invite crime into the neighborhood.
April 22, 2017
Steve Fowler
Assistant Planner
City of Seal Beach
Dear Mr. Fowler:
I hope you are doing well.
I am writing this letter in regards to the proposed L.A. Fitness Center that is planned for the
Rossmoor Shops Center.
We, my wife and I moved into our Rossmoor community in November of 1987, 3 months after we
were married. We have raised our 2 children here and we are very happy living in the Seal Beach,
Rossmoor, and Los Alamitos community.
We are very distressed about this proposed gym that will be interfering in our specific area.
The very much additional traffic, crime, noise and other unwanted aspects that it will bring along,
at all hours, will really upset our lives, homes and community.
I attended a planning meeting and spoke up against this proposed Fitness center. Many many
objections were brought up at this meeting not only by the people of Rossmoor that attended but
also Seal Beach residents (that have to take their children to the Los Al schools and pass by on Seal
Beach Blvd). Not one resident spoke in favor of this proposal.
We are still at a loss why this proposed fitness center is even being brought up again since it failed
the first time.
The EIR presented at the planning meeting (April 5) was a very leaky document at best a s you
should know since you were at this meeting. The traffic indicated in the report didn’t even use the
area concerned traffic patterns. Bottom line, widening the left turn lane at SB Blvd. and Rossmoor
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Environmental Impact Report 9-75
Center Way will alleviate nothing. It is already a major problem and that is not even taking into
consideration the widening of Rossmoor Center Way at Panera Bread and Sprouts only to that
intersection. Thus creating a huge bottleneck there! This makes no sense.
I indicated in my 5 minute address that the people coming and going to the Fitness Center (and
more than likely all people coming to the Rossmoor Shops) will take the path of least resistance
and drive in by using St. Cloud – Montecito – and Bradbury thus thru the back door (All Traffic in
Rossmoor) to Rossmoor Center Way.
We in Rossmoor have no representation here all we can do is write letters and protest. Seal Beach
will get additional tax base revenue and we will get all the crime and traffic.
This is very unfair.
All the neighbors on our block Woodstock (Montecito) are vehemently against this.
We implore you for your help in denying this proposal.
Respectfully,
Gary and Joyce Cunningham
April 23, 2017
Mr. Steve Fowler
Assistant Planner
City of Seal Beach Department of Community Development
211 Eighth Street,
Seal Beach, CA 90740
Dear Mr. Fowler,
My name is Robert Curry. I am writing you today to share my thoughts on the proposed LA Fitness building that
the city of Seal Beach is considering permitting in the Shops at Rossmoor.
My family and I moved to Rossmoor 2 years ago. My wife and I have two children under the age of 5. Like many
young families, my wife and I moved our family to Rossmoor because we want our children to grow up in a safe,
comfortable community with a good school district. We’ve found that to be Rossmoor. Our experience in
Rossmoor has been incredible thus far. From the community outreach to movie nights in the summer, Rossmoor
really is an amazing community.
But to hear that and LA Fitness is being proposed is concerning. As a person who frequents the Shops at
Rossmoor, I can tell you that traffic is already congested getting in and out there. With an LA Fitness on the other
side of Sprouts, I’m sure traffic will double getting in and out. Sprouts already has severe congestion and back-
ups occur quite frequently already with cars and pedestrians going in and out of Sprouts. A few questions to
wonder:
- How do emergency crews get thru when there will be heavy traffic?
- If there is heavy traffic, will LA fitness patrons start traversing through Rossmoor to get to the gym?
- Parking is already a nightmare. I park behind Sprouts right now, but with LA Fitness possibly going in,
where can I park to get groceries for my children?
- With more people coming through, that means more crime. We know that cars are a target at Gyms.
What does Seal Beach propose to do when crime goes up?
My family and I enjoy riding our bikes around Rossmoor like other families. It’s a nice community to enjoy bike
rides because it is so quiet and comfortable to ride a bike. We ride them to the library, over to some of the
restaurants at the shops of Rossmoor and just enjoy riding them around the community. We are always careful
of course, but if this gym is added and more traffic persists, the bike riding days could be over due to the amount
of cars in this neighborhood.
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9-76 LA Fitness Center
My daughter will be attending Rossmoor Elementary in September. She will be walking to school with myself
or her mother every day. We will walk because we want to reduce traffic in Rossmoor, but if there is much more
traffic due to the proposed LA Fitness, I may re think that as walking could become much more dangerous in our
the Rossmoor community.
Thank you for allowing me to express my feelings about LA Fitness. I do oppose this as I don’t think this gym will
bring any benefit to the community. It only brings danger and increases the current challenges we already have.
Please think about all the people in Rossmoor, especially the children. They need to continue to have a safe,
comfortable place to live. Please do not allow this project to get the green light. It will do more harm than good
for the people of Rossmoor.
Regards,
Robert Curry
From: rangeflamingo [mailto:rangeflamingo@aol.com]
Sent: Monday, April 24, 2017 8:12 AM
To: Steven Fowler
Subject: LA Fitness Project
Dear Mr. Fowler,
I am writing to you about my concerns for the proposed fitness center in the back of the Shops at Rossmoor.
My family and I live on the corner of Main Way Drive and Montecito in Rossmoor. The house we live in has been
in the family for 50 years. Living on the corner allows us to see quite a bit of action concerning traffic.
Last week Los Al School District was on break, but the traffic did not let up. I counted 121 cars going through this
intersection from 3:45 to 4:10 on Monday. I did not count the kids on bikes, the kids on skateboards, or the parents
with kids in strollers....not to mention just plain pedestrians. Imagine how many more cars would have been
counted if classes were in session as this is the time that parents pickup children from the after -school day care
programs at each school site. The study that was done didn't even come close to this count,
Besides the numerous close calls between cars on a daily basis, there are many actual accidents here. There
won't be any reports on this accidents as the parties involved will exchange information, maybe take a cel l phone
picture, then move on. But the accidents do happen regardless if reported.
One block from us is Rush Park. It is a park which serves the community....not just Rossmoor, but Seal Beach
also. It is home to family picnics, baseball games, soccer pr actice, movies at night, the list goes on... The point is
that Rossmoor meshes very well with the other local cities. It's streets are already full of cars welcoming families.
The added traffic from this fitness club will not only impact the shopping cente r, it will be a huge detriment to the
surrounding streets.
I urge you to consider how much your Seal Beach Community uses Los Alamitos/Seal Beach Blvd and the
surrounding streets of the center. There is a real concern for safety not only for cars, but fo r the citizens on the
streets.
Thank you so much,
Nedra D'Ambrosio
Main Way, Rossmoor
From: westernloan@aol.com [mailto:westernloan@aol.com]
Sent: Saturday, April 22, 2017 12:04 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: Opposition to proposed LA Fitness Club
9.0 Responses to Comments
Environmental Impact Report 9-77
Mr. Fowler,
I am opposed to the proposed site where the LA Fitness Club is to be built. I live in Rossmoor and do not want to see
my community burdened with the increased heavy traffic it will bring to Montecito and other streets in Rossmoor. We
already have heavy traffic issues doe to School drop off and pick ups and vehicles leaving the shopping center
currently. The LA Fitness’ claim of 6500 members, is vastly under represented, there will be thousands more members
that will most defiantly impact the neighborhood. You don’t need to be a traffic engineer to realize this.
Because Seal Beach has not rectified the long standing problem with the condominium properties parking issue on
Montecito, those resident’s vehicles will be displaced onto the Rossmoor community. This is not acceptable. I am very
disappointed at the attitude and lack of respect the ownership group has taken in their attempts to mitigate some of
these issues. It seems they don’t really care about these concerns.
Again, I am in opposition to the LA Fitness Proposal (Rossmoor Center) for these reasons:
Traffic
Noise
Public Safety/crime
Parking
Submitted by,
Tony DeMarco
2972 Bostonian Dr
Rossmoor, CA 90720
From: Glenn Ducat [mailto:glennducat@yahoo.com]
Sent: Saturday, April 22, 2017 9:37 AM
To: Steven Fowler
Subject: Public Comment RE LA Fitness Center Project
Steve,
Below are my written comments re the LA Fitness Center project. (I have also attached a Word document
with these comments.) I hope to address the Planning Commission in May.
I am writing in SUPPORT of the proposed LA Fitness Center in the Shops
at Rossmoor.
I have lived in Rossmoor for 35 years. I believe the proposed facility
will be a GREAT ADDITION to our community.
Traffic – One way or another, Seal Beach MUST fix the existing traffic
mess in the vicinity of Sprouts. If the LA Fitness Center project is NOT
approved, then Seal Beach will have to foot the bill to make the
improvements. I believe the extra lanes on Rossmoor Center Way and
the lengthened turn lane on Los Al Blvd will go a long way toward
resolving the traffic flow (or lack of flow) at the Sprouts
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9-78 LA Fitness Center
corner. Straight-thru and right-hand-turn cars will be able to enter and
exit the area much more efficiently than they can now. They will not
have to wait behind left-hand-turn cars headed to Sprouts and adjacent
stores.
Extra Traffic – 1) The new facility WILL generate more car traffic to
the area. However, the number of car arrival and departures from LA
Fitness will be a SMALL FRACTION of the number of cars currently
moving through the area. Because of the added lanes (discussed
above), I believe car movement through the area will be far better than
it is now, even with the extra traffic generated by LA Fitness. 2) Also,
it is important to note that traffic to the fitness center will have no
fewer than 4 alternative routes for arriving and departing the area. The
extra traffic added to any single route will be miniscule. 3) How much
extra traffic will there be? I went to the LA Fitness at Bellflower and
Stearns. At the peak hour of 5:15 pm to 6:15 pm on a weekday, there
were, by my count, 210 clients and staff in the facility. If the average
“dwell time” per client at the facility is 120 minutes (typical o f my
workout) the maximum number of arrivals and departures would be 2
X 1.75 = 3.5 cars per minute. Mind you, this is the maximum possible
number of trips at the busiest time of the day. This is a tiny fraction
of the number of cars moving through the Sprouts intersection at the
busiest time of the day. In addition, these 3.5 cars per minute would
be arriving and departing along 4 possible routes to the front of the
facility. In other words, on average, one car per minute would be
moving along paths to or from the facility at the busiest time of the
day. This is virtually nothing compared to the current traffic numbers
on Rossmoor Center Way. (At peak hours I’ve counted as many as 32
cars per minute moving through the Sprouts corner alone.) 4) But
here’s another important point. Many of the car trips to the facility will
actually NOT be new or additional car trips. People these days don’t
typically make single purpose car trips. They drop something off at the
Post Office, head over to the dry cleaner, stop at Sprouts to buy
something for dinner and grab a coffee along the way. My point is: if
someone adds a stop at the gym, this is NOT an ADDED car trip. That
car was already on the road moving through our community. This is
NOT extra traffic. Also, consider a person who is an “early morning
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Environmental Impact Report 9-79
exerciser.” That person is going to work. If he or she stops at the gym
on their way to work, they are not an EXTRA car trip; they are the same
car trip one hour or so earlier. Because those cars are now shifted to
non-peak traffic hours in the community, the use of the gym facility
has actually smoothed out the traffic flow into and out of Rossmoor. By
shifting car trips out of peak hours, traffic flow could actually be
better. The same is true in the evening hour for people returning from
work.
Recommendation to the Planning Commission – Require the
developer to add numerous bike racks at the facility. This will further
cut down on the number of car trips. Clients coming from Rossmoor
will constitute a large proportion of facility users and the availability of
bike racks will enhance the value of the gym experience.
Benefit to the Community – The opponents of the facility imply that
the facility will be very heavily used. However, if you think about it,
what would a high number of users mean? It would mean that a
significant number of people in the community are using the facility. It
will be something they WANT. In other words, it would be a favorable
addition to the community. The opponents also suggest that the club
would require 20,000 members to be viable. That is pure fantasy and
reflects a basic misunderstanding or misrepresentation by
opponents. LA Fitness is a “membership” club. As a member, I can go
to any LA Fitness anywhere. The viability of their business model
doesn’t depend on membership at any single club. In fact, the three
other nearest LA Fitness facilities are on Valley View above Lampson,
at the Traffic Circle and on Bellflower at Stearns. All three are newly
renovated facilities. All three will continue to attract clients FROM
THEIR IMMEDIATE COMMUNITIES. It’s not as if residents of Garden
Grove or Downey are suddenly going to begin driving out of their way
to Rossmoor to use “our” gym; they will continue to use the facility
closest to them. Therefore, the majority of the users will be from
Rossmoor, the Highlands, College Park and Los Alamitos, i.e. – the
LOCAL community. Furthermore, the facility will not have a high
visibility location, e.g., next to the freeway. Therefore, the presence
of the club will not attract casual passers-by; it will serve locals who
know it’s there.
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9-80 LA Fitness Center
Building Community – Almost nobody has spoken about the benefits
in terms of building community. I use the Bellflower LA Fitness
typically 3 times a week. I very often see the same people there every
time I go. People meet new friends, talk, spend time together. It’s a
“community” (of users) within the community. It’s a unique meeting
space that promotes people getting to know one another, something
that doesn’t typically happen at Kohl’s, Sprouts or Staples, for
example.
Crime – The opponents suggest that the facility will substantially
increase crime and imply that Rossmoor will be over-run with criminals
if the facility is built. That is nonsense. I have been going to LA Fitness
facilities (or its predecessor facilities) for over 20 years and never been
the object of a crime. I was curious about the claim of increased crime,
so I talked to staff at the two clubs where I go and they indicated that
occasionally (rarely), a client who uses a locker without putting on a
lock is the object of theft. Well, duh. That’s just stupidity or laziness
on the part of the client. The club even provides small, free, lockable
lockers for people to stash wallets, keys and the like. I also talked to
the LB Police, East Division (near the Bellflower facility) and the Garden
Grove Police Department (near the Valley View facility.) Both indicated
that there had been reports of thefts from cars parked at the facilities
and that most often it was because the victim left valuables in the car
when they entered the gym to workout. Again, I’m not surprised. A
lot of crime is “crime of opportunity.” Think about police warnings at
Christmas time: “Never leave wrapped packages in plain sight in your
car.” It’s just common sense. As I said, I have been going to LA
Fitness facilities for a very long time and never experienced or even
heard about clients being the object of crimes. Building the center will
NOT cause a massive crime wave to sweep over Rossmoor as the
opponents imply.
Benefits to Nearby Neighbors – Opponents focus on the impact to
local neighbors of the future facility. Because of the numerous
pathways to and from the facility, I do not believe the facility will cause
any significant increase in local traffic. But on the positive side, the
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Environmental Impact Report 9-81
nearest neighbors will have a world-class workout facility within easy
walking distance. That will be a HUGE benefit to many of those
property owners either for themselves as residents or for their
tenants. It will not be a negative; it will be a highlighted benefit. I
would strongly urge LA Fitness to offer nearby residents (residents
whose property immediately abuts the parking areas for the new
facility) a free annual membership for one year and half price
membership for the second year. They may just find that having the
club within easy walking distance is a real asset.
Impact on Local Businesses – I have argued that in today’s world,
people seldom make single purpose car trips. They typically make
several stops to accomplish several things. I fully expect the new
facility will increase business at stores in the immediate vicinity of the
facility (Sprouts, Staples, Kohl’s, Babies Are Us, coffee shops,
restaurants) and the increase business will come not from “added” car
trips, but from “multi-purpose” car trips that are already taking
place. For example, when I go to the Bellflower LA Fitness, I nearly
always stop at the Trader Joe’s across the street. If I went to our local
club in Rossmoor Shops, I would probably stop at Sprouts to pick up
those items I needed – i.e., more local shopping. Local businesses
should be highly favorable toward the new development.
Impact on Competing Workout/Exercise Businesses – LA Fitness
serves its clients with great equipment and facilities, but it may not be
“for everyone.” Many people like smaller, individualized workout
experiences. Those people will not join LA Fitness. They will continue
to go to smaller gyms or utilize personal “group” workouts in the
Rossmoor parks. It is also unlikely that masses of people will switch
from 24 Hour Fitness (or similar) to LA Fitness because typically these
gyms have an initial membership fee and their clients will have
developed friends and familiarity in their existing facility. Most likely,
they will continue with their own facility. However, if they do switch,
it will be because LA Fitness has something unique to offer that they
are not getting where they currently work out. If LA Fitness does have
an impact on other workout businesses, it will be because the LA
Fitness “product” is better. It will force the other businesses to serve
its clients better. That’s how the market works.
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9-82 LA Fitness Center
Rights of the Land Owner – I believe a strong case can be made for
allowing a land owner to use his asset as he sees fit, PROVIDED, the
proposed facility is completely compatible with the local community
values. For example, I would not be in favor of an X-rated movie
theater, a porn shop or a marijuana dispensary. They would NOT be
compatible with the nature of our local community. The proposed
facility, however, conforms to and is compatible with community
interests.
SUMMARY – I whole-heartedly support the approval of the proposed
LA Fitness Center in the Shops at Rossmoor. The facility will serve
predominantly local residents and be an asset. The proposed roadway
changes that the developer has proposed are 100% necessary; either
Seal Beach will have to pay for those upgrades or the developer will
have to pay as part of the development; it is more appropriate for the
developer to foot the bill. The roadway additions will solve the majority
of the EXISTING traffic problems and the minimal extra traffic arising
from the operation of the facility. The developer has land use rights
and as a matter of principle, those rights should be respected. Local
police departments serving other LA Fitness facilities have not reported
outrageous increases in crimes and especially not criminal activities
overflowing into the surrounding communities; thefts of items from
cars parked at such facilities have increased, but those crimes are
completely avoidable if clients use common sense.
Respectfully submitted,
Glenn Ducat
(562) 596-1826
From: Jodi Edwards [mailto:jodiedwards2007@aol.com]
Sent: Friday, April 21, 2017 12:22 PM
To: Steven Fowler
Subject: Traffic - pollution - noise
Dear Steve,
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Environmental Impact Report 9-83
I'm shocked and appalled that the LA Fitness building is still being considered after all of the complaints you have had.
I own my condo in Seal Beach and please make a note of my complaint that despite efforts and plannin g meetings SB
is still considering putting a gym where it is going to cause a lot of traffic, noise, and pollution. Please reconsider NOT
putting a gym in such s rediculous spot.
If you need to reach me, please contact me via email.
Sincerely,
Jodi Edwards.
Jodi Edwards jodiedwards2007@aol.com
9.0 Responses to Comments
9-84 LA Fitness Center
9.0 Responses to Comments
Environmental Impact Report 9-85
-----Original Message-----
From: Angie Epstein [mailto:aepstein1@socal.rr.com]
Sent: Saturday, April 22, 2017 2:01 PM
To: Steven Fowler; Sandra Massa-Lavitt; Schelly Sustarsic; Mike Varipapa; Thomas Moore; Ellery A. Deaton; Crystal
Landavazo; Building Official; Brian McKinney; Leslie Medina; Michelle.Steel@ocgov.com
Subject: opposition to proposed addition to The Shops at Rossmoor
Dear Mr. Fowler and all of Seal Beach planning and City Council Members,
I would like to voice my serious concerns with the proposed addition of LA Fitness to the Shops at Rossmoor
location.
I am a resident of Rossmoor since 2002 when we purchased our home on Oak Knoll Drive. We have 2 children.
I am NOT against LA Fitness, nor am I against the Shops at Rossmoor however, the location is just too close to and
between two family communities and a shopping center is already riddled with way to much traffic and congestion. I
have seen several accidents in the parking lot and cars backed up onto Los Alamitos Blvd at various times throughout
the day. Pedestrians, bicyclists and cars all share these roadways coming in and going out. I see drivers in these
vehicles getting irate at the traffic, pulling u turns and speeding down Rossmoor Center Way as an alternative to get
out only to find kids on bicycles at the intersection of Montecito and Rossmoor Center Way. This in and of itself is
already an extremely dangerous situation.
My son and his friend were riding their bikes and his friend was hit by a person with no drivers license, no insurance
and it was awful. This driver was in a hurry to get out of the Rossmoor Center. This has prevented my children from
riding their bikes to get a yogurt or sandwich at the Rossmoor Center.
In addition to the above, since the inception of the “new” Shops at Rossmoor, (Toys R Us, Marshalls and Sprouts), I
have personally experienced a huge increase in crime.
1. My SUV was stolen off my driveway
2. All my Christmas decorations including a large blow up merry go round stolen off my yard.
3. The uplights in my garden were all taken (hardwired) 4. A bistro set taken from the front of my house 5. My car
broken into, ransacked and a felony committed after over $3,000 of prescription sunglasses taken.
6. Husbands car window shattered and Navagation system stolen.
7. Bench stolen from front porch
9.0 Responses to Comments
9-86 LA Fitness Center
This is BEFORE the new “Rossmoor” shops. LA Fitness at the proposed site will increase traffic and congestion that
will result in delays in emergency vehicles (fire, police, ambulance) responding to the Shops at Rossmoor as well as
the other businesses along Los Alamitos/Seal Beach Blvd. and the residents in Rossmoor, Rossmoor Highlands, Los
Alamitos and Seal Beach.
Increased crime from the proposed LA Fitness will also occur. Generally speaking, gyms attract organized crime
including breaking into cars in the parking lot. IN ADDITION, this will expose our community to more theft and crime,
violence and burglaries.
There are many gyms very close to Los Alamitos/Seal Beach boarder. This is not a fit for this community/shopping
center and I strongly urge you to not allow this mis-fit to be built.
Sincerely,
Mrs. Angela Epstein
3262 Oak Knoll Drive
Rossmoor, CA 90720
aepstein1@socal.rr.com
562/431-1594
9.0 Responses to Comments
Environmental Impact Report 9-87
From: Emerson Fersch [mailto:emerson.fersch@outlook.com]
Sent: Monday, April 24, 2017 1:57 PM
9.0 Responses to Comments
9-88 LA Fitness Center
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: Re: LA Fitness
Dear Mr. Fowler:
I am a resident of Rossmoor, having just moved there about 3 years ago. I want to voice my opposition to the
proposed establishment of the LA Fitness gym.
My only question for any council person who supports the gym is this: Do any of them currently have or have
had in the past children that attend(ed) a school in Rossmoor? If so, they are aware of how difficult it is to get
in and out of that neighborhood in the mornings and afternoons. It is actually absurd --- I work in Long Beach
and learned quickly that if I want to get out of the neighborhood in less than 10 -12 minutes, I need to leave
well before 8am or well after 830. Adding gym traffic to the equation will only make it worse. This is an issue
that affects all area residents equally, regardless of their exact address.
I have actively trained at a gym for close to 30 years. I love working out at the gym. And I truly see the
attraction to bring one to this center. That said, the traffic in the area is bad enough already, and to add an
additional high volume draw to the area will only make it worse.
Thank you for your time and consideration.
Emerson Fersch
2661 Saint Albans Dr
Los Alamitos/Rossmoor
562-986-9109
-----Original Message-----
From: Sharon Frickel [mailto:sharon9560@verizon.net]
Sent: Monday, April 24, 2017 4:56 PM
To: Steven Fowler
Subject: Opposition the the LA Fitness in Seal beach/ rossmoor
Hello,
I am writing to you because I am opposed to the LA Fitness being put in Rossmoor parking lot . It's just not the right fit
for our community. I have lived in rossmoor for 6 years and moved here for the quiet neighborhood and fantastic
schools.
This is going to cause much more traffic! There is plenty of traffic and congestion from the 4 elementary schools, 2
middle schools , and high school. We don't need more from a gym!
It is overcrowded as it is during the day in that center. My kids and I like to bike and walk up to the center on the
weekends and after school and if a gym is put there, that will be impossible and unsafe for us. I have avoided many
car wrecks in there. I am also concerned about the crime and noise. We know that with gyms , there is more crime
and break ins in cars.
People from other communities are going to come to this gym. There is a gym right up the street. Also, the gym is
open long hours and that will coarse lots of noise in the parking lot for our neighbors. Please find another spot for the
gym. Thank you for reading this and taking it into consideration.
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Environmental Impact Report 9-89
Sincerely ,
A concerned rossmoor resident
Sharon Frickel
www.stelladot.com/sharonfrickel
From: Home [mailto:jennifersfriedman@gmail.com]
Sent: Thursday, April 06, 2017 2:01 PM
To: info@lafitness.com
Cc: Sandra Massa-Lavitt; Schelly Sustarsic; Mike Varipapa; Thomas Moore; Ellery A. Deaton; Crystal Landavazo;
Building Official; Michelle.Steel@ocgov.com
Subject: Proposed LA Fitness In Seal Beach CA
To whom it may concern,
My family as well as most neighbors in the Rossmoor, Ca community are vehemently opposed to LA fitness building in
our community. While it is technically Seal Beach, Rossmoor is an unincorporated area within Los Alamitos. Seal Beach
is trying to utilize this area as an income stream but it will adversely affect the Los Al and Rossmoor Community.
The location is also where they have done the local fundraiser for the high School, The Taste of Los Al, for over 15
years. This raises over $150k for the school. That will be gone. The traffic in our small neighborhood will be immense.
They did an initial study saying that 800 cars will be coming into our area. Now they are saying that is not the case. The
Street St. Cloud will be jammed as well as the already congested area in front of Sprouts. There is a small library on
the corner that all the kids ride their bikes to. The parents are considering not letting the kids ride due to the impending
traffic issues.
Lastly, It will 100 percent bring crime to the area. The management at 24 hour fitness told me and my friend who had
both of our cars broken into at that gym , said that a police officer is at the Cypress 24 hour Fitness EVERYDAY because
a car is broken into at that gym every. Criminals watch women walk in without their purses and they break into the cars.
I do not want that in our area. You should talk with management about this.
You need to ask LA Fitness about a crime study.
Jennifer and Jason Friedman.
From: Otto Hefner [mailto:ottoella@att.net]
Sent: Monday, April 24, 2017 3:13 PM
To: Steven Fowler
Subject: LA Fitness in Shops of Rossmoor
Dear Mr. Steve Fowler,
I have lived n Leisure World for over 17 years and I do not want to see LA Fitness built behind Sprouts in the
Shops of Rossmoor. There are many reasons that concern me; some are tr affic, safety and crime. This type of
business is not a good fit for our community and especially the residents, like myself, who it will affect. I hope the
city will vote against the LA Fitness.
Sincerely,
Leni Gauss
9.0 Responses to Comments
9-90 LA Fitness Center
From: reporter13@aol.com [mailto:reporter13@aol.com]
Sent: Monday, April 24, 2017 4:25 PM
To: Steven Fowler
Subject: Proposed LA Fitness in Seal Beach
Dear Mr. Fowler,
I am writing regarding the proposed LA Fitness that the Rossmoor Center investors want to build behind Sprouts. I
live on the corner of Walker Lee Dr. and Montecito in a home that my family and I love and we are already
experiencing more theft and car break-ins in the last few months. We just had our cars broken into last
week. They used the gadget you can buy on the internet that mimics your key fob to your car and opens your car
without setting off the alarm. I could not imagine all the traffic and more theft and cars speeding down Montecito
with the proposed LA Fitness going in here right in our backyard. Kids ride their bikes around here and mothers
walk their babies in strollers and it would not be safe with more than 1,000 more c ars traversing through here
every day.
There are families' homes it will directly affect with the hours that LA Fitness would be open from 5:00 a.m. to
11:00 p.m. They will be hearing car alarms being activated and going off and car doors slamming at all hours but
the six hours that LA Fitness will be closed. It will diminish their quality of life.
I understand that the investors want to put a business in there, but the LA Fitness is definitely NOT the right fit for
the space. I am begging you to please do NOT vote in the LA Fitness. We are very good neighbors and I hope
you feel the same about us here in Rossmoor. I love Seal Beach!
Please, please, please do not let them build the LA Fitness right in our own backyard. It is literally half a block
from my home. I have heard my friends who are Seal Beach residents on the Hill and in CPE do not want this
also. We have three LA Fitnesses that people can go to and work out within a few miles all around us and a 24
Hour Fitness within three miles from the proposed LA Fitness.
I also support all the small gyms in Seal Beach and Los Alamitos that are trying to make it and not be put under
by a corporate company. I always love to support the small business owners. My dad is a small business owner
and I was raised watching my dad work hard in his business to help it grow and create relationships with his
customers he has had for years and I would love for the small gyms to have the same success story.
Thank you so much for reading this and taking my letter to heart!
Feel free to contact me if you have any questions! We're neighbors!
Gina George, CSR
Network Deposition Services
(714) 319-7988
From: Heather Gomes [mailto:hgomes44@yahoo.com]
Sent: Monday, April 24, 2017 4:58 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: LA FITNESS
Hello Steve,
I am writing to voice my opposition to the LA Fitness mega gym, in the Rossmoor Shopping Center. I have lived
in Rossmoor with my husband for 12 years. We bought our home here to raise our family in the quiet, charming
neighborhood. We live extremely close to Montecito and have trouble at times parking in front of our own
home…AND this is before this mega gym gets built. No movement by these cars for days. The city of Seal
Beach has provided minimal parking to the 4 Condominium Associations all located on Montecito. Add the
addition of the potential 2,000 plus cars to the mix and this will create an extreme amount of parked cars on
9.0 Responses to Comments
Environmental Impact Report 9-91
Rossmoor streets. This will create unnecessary foot traffic, noise in front of my home at undesirable hours of the
night and morning. Also in turn creating more crime in our neighborhood. The EIR report should take into account
the slamming of car doors, trunk lids, etc. and also should address car/motorcycle engines starts and revving
near residential property.
My children are now of the age when they can bike through the neighborhood safely to friends houses, library
and restaurants. This will not be the case if this facility is built. It will bring in too much added congestion of cars
to the community. That is a shame and one that can be avoided if we stop this development.
I am asking you, a member of the Seal Beach City Council, to be the voice of the residents in and around your
community, and please veto this development. As a Rossmoor resident, I would be happy to support the
development of a much smaller business. One that would bring in less traffic and normal business hours of
9/10am-7/8pm . I just cannot support LA Fitness.
Thank you for your time and consideration,
Heather Gomes
-----Original Message-----
From: Ellen Gong-Guy [mailto:eggmeon3@verizon.net]
Sent: Monday, April 24, 2017 4:38 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com; Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian
McKinney; Leslie Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building
Official
Subject: Opposition to the LA Fitness Facility
Dear Mr. Steve Fowler,
I am writing to you to express my opposition to the proposed LA Fitness facility At the Shops in Rossmoor.
The building of this facility will increase traffic on Seal Beach Boulevard. At this time, the traffic is already very
congested and it is difficult to get in and out of the center on Rossmoor Center Way. It is a normal occurrence to have
to wait 2 cycles to get through the light to make that left turn. With an increase due to gym traffic, the wait will easily
be much longer. Increased traffic also becomes a safety issue for children and adults who walk on Los Alamitos/Seal
Beach Boulevard.
The Seal Beach/Los Alamitos/Rossmoor areas currently have in excess of 30 gyms in a three mile radius. Many of
those gyms are owned and operated by residents of the local area. A big box gym, will be detrimental to the livelihood
of these owners. They are our neighbors and friends.
I am not opposed to putting another business in the spot of the proposed gym and have nothing against LA Fitness
but a business that has regular business hours (8:00-5:00) would be a better fit.
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9-92 LA Fitness Center
Please vote against the proposed LA Fitness facility!!
Thank you for your consideration.
Ellen Gong-Guy
Rossmoor Resident
From: Jbgsjg60@aol.com [mailto:Jbgsjg60@aol.com]
Sent: Saturday, April 22, 2017 4:46 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian McKinney; Leslie
Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building
Official; coalitionagainstlafitness@gmail.com
Subject: LA Fitness
The LA Fitness 'Health' Club is supposed to promote "Good Health". How is that possible with their hours of
operation? The American Medical Association for years has recommended 7 ½ to 8 hours of sleep per night for
"Good Health". LAFHC will be open 18 hours 5 days and 17 hours 1 day per week plus the arrival and departures
of employees that equates to 5 hours 5 days and 6 hours 1 day of quiet sleep time and Sunday the only quiet sleep
time. This will never "settle in" it will be 6 days per week, every week, every month, every year! There will be the
stopping and starting of cars, closing or slamming of car doors, alarm system being set and unset or going off
'accidently', various levels of conversations, HVAC machinery, etc. 6 days a week that will add to noise that will
not "settle in". Why should my neighbors and I be deprived of our sleep and "Good Health"? Please reject this
project - our health matters. Thank you for your consideration.
Sande Gottlieb
12300 Montecito Road #24
Seal Beach, CA
-----Original Message-----
From: Joan Griffiths [mailto:ocjoanie@yahoo.com]
Sent: Saturday, April 22, 2017 11:29 AM
To: Steven Fowler
Subject: LA Fitness in Rossmoor
Mr Fowler,
I am writing in opposition to the proposed LA Fitness in Rossmoor. Traffic in the proposed area is a big problem
now. With the additional cars for the gym, the traffic will be intolerable. Increasing the length of the left turn lane on
Seal Beach Blvd and adding additional lanes on Rossmoor Center Drive is not going to help the problem. The gym is
going to negatively effect Rossmoor community life as well as the Seal Beach community living in that area. The endless
traffic and noise are going to ruin the lovely family communities that exist now. Please use your influence to stop the LA
fitness plan. I have lived in Rossmoor for 45 years. LA Fitness behind Sprouts market is not going to add to the quality
of life here or in Seal Beach.
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Sincerely,
Joan Griffiths
Sent from my iPad
From: Marco []
Sent: Sunday, April 23, 2017 9:35 AM
To: Steven Fowler
Subject: LA Fitness Traffic Study
Mr. Fowler:
Last month I attended a meeting of the city’s Environmental Commission which discussed the LA Fitness project’s traffic
impact. After listening to the traffic study’s results, I found the study flawed in the following ways:
• It failed to contemplate traffic entering Rossmoor Center Way from the west, off Montecito, heading eastbound to
project site. Since commuters like using the path of least resistance, gym users will likely enter from Bradbury and
use Montecito to access Rossmoor Center Way as they’ll avoid congestion heading westbound caused by the
Sprouts/Pei Wei intersection.
• It failed to contemplate traffic entering from St. Cloud, again using either the several parking lot access points along St.
Cloud (Rite Aid, Toys R Us etc..) or Rossmoor Center Way. The two left hand turn pockets for St. Cloud on Seal
Beach Blvd tend to be filled throughout most of the day. With drivers turning left at Yellowtail from St. Cloud,
additional gym traffic using those pockets on Seal Beach Blvd is likely cause further backups into the Blvd
intersection and more accidents for those wishing to avoid those turning left on Yellowtail.
While the numbers described in the study remain suspiciously underestimated, any further traffic impact on the area regardles s
of these numbers won’t likely be mitigated through the measures described in the presentation. The better option for LA Fitness
is to use an existing vacant building at the proposed Village 605 project. There’s plenty of infrastructure, parking and space there.
I appreciate your attention and time in reviewing this input.
Marco Guardi
From: Zoe [mailto:zhagmann@gmail.com]
Sent: Saturday, April 22, 2017 12:48 PM
Cc: Kevin Pearce
Subject: LA Fitness Project
I’m a person who goes to the gym everyday, and I’m happy to drive my 3 miles as opposed to the conveinience of
driving 1 mile from my home in Rossmoor.
The negative impacts LA Fitness would bring, such as decrease in safety, increase in crime, increase in tr affic…is too
high a price to pay for convenience, especially when another business can be placed in the same location without the
negative impacts.
There are over 25 gyms within a 3-4 mile radius of the center. Many with a Seal Beach address. LA Fitness would
create a huge risk for these smaller businesses to go under. These smaller gyms were here first, the owners working
hard to build their membership and become successful to provide a living for themselves in a already competitve
industry. I am not affiliated to any of these independent gyms, I knowwi it would be terrible if the city does not watch
out for the preexisting businesses in their city. I did meet a gym owner at the Seal Beach 10k race and he is truly
concerned.
I believe another business would be successful in this location without placing a threat to preexisting businesses,
home owners in Rossmoor and the many other issues of concern already mentioned.
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9-94 LA Fitness Center
Please make a responsible and moral decision on the impacts you will make on our communities. Make this a win
win situation where the mall owner can make money th a different business and keep our kids and families safe all at
the same time.
Thank you,
Zoe Hagmann
From: Zoe [mailto:zhagmann@gmail.com]
Sent: Wednesday, April 19, 2017 3:24 PM
To: Building Official; Thomas Moore
Cc: Crystal Landavazo; medina@sealbeachca.gov; michellesteel@ocgov.com; Steven Fowler
Subject: FW: LA Fitness Project SB
To All Involved in the LA Fitness Decision,
I’m a person who goes to the gym everyday and I’m happy to drive 3 miles to my gym. Although, a gym 1 mile away
from my home would be conveinent, I do not believe this is the safest choice for our community.
Luckily my kids are grown, for my piece of mind, but many families have young children and we need to come together
as a community, as advocates for the kids of our neighborhood. A big corporate gym and the many cars it would
bring to the area is not a safe fit for The Shops At Rossmoor. Please bring a business to the center without the negative
impacts.
Please think safety first.
Thank you,
Zoe Hagmann
From: Zoe [mailto:zhagmann@gmail.com]
Sent: Thursday, April 06, 2017 3:16 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian McKinney; Leslie
Medina; michelle.steel@ocgov.com
Cc: Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building Official
Subject: LA Fitness Project SB
Hello to all involved in the LA Fitness Project,
Many of us Rossmoor homeowners have evaluated the Pros and Cons of this project.
Pros:
SB revenue
Mall owner optimize land profitability
Conveinence
Cons:
Increase in traffic (how many people will want to sit in a 250 ft. lane)
Increase in crime
Increase in noise for those who live nearby
Increase in neighborhood exposure to criminals
Decrease in safety
9.0 Responses to Comments
Environmental Impact Report 9-95
Decrease in safely crossing Montecito for those parking on nearby neighborhood streets now impacted with more
traffic
Decrease in safety for kids riding bikes
Decrease in safety for the elderly
***Nearby homes at risk for property devaluation, lower comps, decrease in home values***
As we can all see this project is all about money, while putting lives at risk! This business is not the right fit for the
location. Please get your planning teams working on bringing a business without all of these very serious negative
effects on the community!
I live in the middle of Rossmoor. My family will NOT be effected by many of the issues listed above, but our
community members will be effected. My kids are grown and I don’t have to worry about them riding their
bikes, but we have many community members with kids on bikes. My family won’t be crossing Montecito due to
parking on the nearby streets, but many community members will be…
**I go to the gym every day and I am happy to drive 3 miles away to keep the negative effects away from my
community. These negative effects are too high a price to pay for conveinence and money!** LA Fitness is lying
about their anticipated numbers…compare them to their biggest competitor which brings in 2,300 members per
day…this is not to be compared to an independent gym such as Rossmoor Athletic Club, we need to realistice.
Please make the responsible and moral decision to keep our community safe, please bring a business without the high
risk. One person killed in this unsafe area is one too many and the City of Seal Beach and the property owner will be
held responsible.
Zoe Hagmann
From: Aly Hale [mailto:alyhale6@gmail.com]
Sent: Monday, April 24, 2017 4:05 PM
To: Steven Fowler
Cc: Home
Subject: LA Fitness
Dear Mr. Fowler,
I am writing to let you know that I am extremely opposed to an LA Fitness gym being built in the shopping center behind
Sprouts in the Rossmoor Shopping Center. I live on Silver Fox Rd in Rossmoor.
My family and I will be directly impacted by building this gym. Not only do we walk to the shopping center often, we also
shop in the area that will be most impacted by this gym. The traffic is already horrific in our neighborhood. I know that
this gym would bring in a ton more cars and people. Not to mention the safety concerns the increased traffic and people
will bring!
I know I don't live in Seal Beach, but I do shop in Seal Beach, and the success of the local shopping center depends on
the Rossmoor homeowners. Until this point, we have seen the shopping center as an asset to the community.
I hope you will consider our input and value our patronage. Please say no to LA Fitness...it is just too much for this
community.
Thank you,
Aly Hale
9.0 Responses to Comments
9-96 LA Fitness Center
From: Suzi [mailto:sjhuhan@hotmail.com]
Sent: Thursday, April 06, 2017 6:06 PM
To: Steven Fowler
Subject: LA Fitness Project at the Shops at Rossmoor
April 6, 2017
Dear Mr. Fowler,
My name is Suzi Han. I am a teacher in Los Alamitos, as well as a resident. I want to voice my serious
concerns with the prospect of LA Fitness coming to the Shops at Rossmoor location. In no way am I
against LA Fitness; my concern is with the location. The location is literally nestled between two family
communities and a shopping center already riddled with too much traffic and congestion. Pedestrians,
bicyclists, and motorists all share congested roadways coming in and going out. I've witnessed many
drivers speeding in Rossmoor to get to/from the Shops, which is a danger to everyone. I have
personally witnessed two pedestrians being hit by cars. I rarely send my children out to ride bikes to
the Shops because I fear for their safety. Next year, I planned to have my daughter ride her bike to
school; if LA Fitness moves into the Shops, we will be seriously reconsidering for safet y reasons, along
with many of our other neighbors.
Putting an LA Fitness in the Shops will only create MORE traffic, MORE danger for our children and
pedestrians, and MORE stress for concerned mothers and teachers in our community. My concern is
for the safety of our residents and our children. Please RECONSIDER moving LA Fitness into our
neighborhood.
Thank you!
Sincerely,
Suzi Han
9.0 Responses to Comments
Environmental Impact Report 9-97
9.0 Responses to Comments
9-98 LA Fitness Center
From: Kevin Pearce [mailto:coalitionagainstlafitness@gmail.com]
Sent: Sunday, April 09, 2017 10:28 AM
To: Steven Fowler; michelle.steel@ocgov.org; Michelle.Steel@ocgov.com; Sandra Massa-
Lavitt; Schelly Sustarsic; Mike Varipapa; Thomas Moore; Ellery A. Deaton; Crystal
Landavazo; Building Official; Brian McKinney; Leslie Medina
Subject: No to LA Fitness
I haven’t heard of anyone talking about green space. All the folks who live in the Seal
Beach condos have absolutely zero green space in their neighborhood. They use
Rossmoor parks and the parking lot where they want to put the gym. The poor kids who
live just north of the parking lot use it for walking to school, walking to shopping, skate
boarding, riding bikes. Are there any requirements that Seal Beach provide green space
for so many kids and families? Maybe this area should become green space if it is used
or could be used as such.
The minor improvements to the entrance and exit at Seal Beach Blvd still doesn’t take
into account the Truck Parking. The drawings I saw show roads but my photos show
truck parking. Where will these trucks go? Will they make another dedicated lane just
for them on Rossmoor Center Way and in the exit behind Sprouts? The first truck was
parked there for a long time. I saw it when I drove past one time and it was still there
when I returned so I snapped the photo. The second photo shows typical truck parking
behind sprouts. Since the lines are not drawn on the pavement I don’t know if they are
in the planned access/egress lanes. they are also parked so close to the road that they
are a turning hazard when you try and look right.
Nia Hartman
(562) 233-4455
niahartman@icloud.com
9.0 Responses to Comments
Environmental Impact Report 9-99
9.0 Responses to Comments
9-100 LA Fitness Center
9.0 Responses to Comments
Environmental Impact Report 9-101
VOICE OF REASON : LA FITNESS PROPOSAL
ROSSMOOR SHOPPING CENTER
Date: Saturday, April 15, 2017
Submitted by: Stephen B. Havens
Rossmoor Resident : 3251 Kempton Dr. Rossmoor, Ca.
City of Seal Beach
Community Planning Department
Attn: Steve Fowler, Assistant Planning
10 Civic Center Place
Santa Ana, Ca. 92701
Dear EQCB Board Members and Planning Commissioner Members:
My wife and I have lived in Rossmoor for the last 47 years. We have raised three children
attended St. Hedwig’s and our children all have graduated from Los Alamitos H.S. Seal Beac h
and Rossmoor and the surrounding area have been great to raise families and gain respite
from the sprawling humanity of freeways and jobs. We take great pride and feel very fortunate
to have chosen this area to be community members. The reason for this letter is to help you
formulate your thoughts and express our opinion on the Health Club Proposal that is working
its way through the Community Development Process. Here is the Voice of Reason ringing
out every day in the memory banks of my mind:
The question is WHY? Why would a City allow a 37,000-sf health club in an almost land locked
area for a building of this size; and, planned, to attract 1500 workout trips per day or more. If
you observe around So. Calif. you will note that most health clubs of this size and membership
goals are located adjacent to a major arterial. This means four major traffic lanes for direct
access to the site, and the site is not situated where one must traverse down what is much like
an alley-way and can only be accessed on one side. The EIR study compared this site to all
health clubs across the United States. Whereas, the most comparative analysis should have
compared this site with other Health Clubs that are tucked away inside a shopping area with
only limited access from a small alley- way of two lanes. Yes, it may be difficult to find such a
comparative building and for GOOD reason: It is not a good fit. This is obvious to a
reasonable person, that this proposed Health Club does not suit this location prima rily due to
access, and secondly, due to the proximity of Housing on the North, on the West, and to the
South. In addition, parking is constrained due to the already existing overflow from housing
projects that have been approved or apartments that have b een converted to Condo’s without
sufficient onsite parking to accommodate the resident occupancy. The residents of Rossmoor
living on access streets off of Montecito already are deluged with overflow parking from these
housing projects.
When City officials consider this site for approval, your voice of reason should prompt you to
make a list of pros and cons on the following major points for discussion:
I. Does it provide a service to the Community that the Community doesn’t already
have? Answer: “NO” there are several health clubs within a 5-10 minute
9.0 Responses to Comments
9-102 LA Fitness Center
commute of various sizes, quality, and equipment. Seal Beach and or Rossmoor
does not need another Health Club particularly of this Size.
II. Does it provide continued revenue to the City that is sustainable and is greater than
the additional cost and expense of future maintenance? Answer:
“Not really” Yes the City will receive a windfall in fees and additional property tax,
but probably won’t receive any additional sales tax. Few people will shop at mall,
people are there to work out and not shop. The trend today is to shop on the Web,
that is why many retail stores are failing, shopping centers across the U.S. are failing
in large numbers because people do not NEED to go to stores when they can shop
on line and have it delivered.
Other areas that need to be considered and pay particular- attention to added service
expense:
(1) Crime will definitely increase-Health Clubs attract crime, theft of wallets,
valuables in cars, cars stolen, theft, burglary, organized crime, drug traffic,
assault, a review of Health Club crime on the Web leads to many police
activities and reports.
(2) Parking lots will be trashed, bottles, wrappers, fast food throw-a-ways.
(3) Noise complaints from residents resulting from loud music from the club, from
the cars, from visitors in parking lots, motor cycles, loud trucks, doors
slamming, people coming and going while residents are sleeping, and
ambulances from injuries at the health club.
(4) Traffic accidents will increase, bicycles, mothers walking on Rossmoor way with
the children in strollers, cars crashing into each other due to the congested
area.
(5) It is estimated by realtors that homeowner within a 1000 feet of the Health
Club and Montecito, St. Cloud, and Bradbury will have their property
values decrease by at least $25,000-50,000 per year. Yes, this is the
responsibility of Seal Beach and Orange County---loss of property taxes
to Seal Beach and Orange County. Can you imagine losing $25-50K of
your home value so you can see more traffic coming and going in your
neighborhood. It is totally absurd!!
(6) The current parking at this site must be addressed. Residentia l overflow and
Sprout customers are now parking at this site. Why?
The 246 Regency Apartments were converted to condos many years ago. The
parking for this site was never addressed, why because there was plenty of
overflow parking in the commercial area. The same holds true for the Condos at
the West of the site. Parking overflows have always used the commercial lot. In
addition, overflow parking has sprawled into the Rossmoor streets collecting onto
Montecito. So, the overflow was a direct result of poor planning by the City
of Seal Beach. There should have been a parking structure on the commercial
site. Now with a health club proposal, once again there should be a parking
9.0 Responses to Comments
Environmental Impact Report 9-103
structure as part of the proposal...We don’t see one...why....Same reason ...Poor
planning.
WHY WOULD THE CITY WANT TO BE A BAD NEIGHBOR TO THE ROSSMOOR
RESIDENTS? The communities interact at community events, at the schools, at the parks, at
the pools, and particularly at the High Schools. There are sporting events, academic projects,
team funding, grad night and a host of other activities where it is essential that we have good
neighborly relations. We both share the ambiance of a beach community. Allowing this health
Club to be approved is ABSOLUTELY, POSTIVELY, no t acting in the best interest of your
neighbors.
Conclusion:
Please consider short term and long term effects of your decision...Make a list, write down the
pros and cons of your decision. You will soon realize that the Negatives strongly outweigh the
positives of your decision. The right to develop private property is great and
acceptable...however, the use of a Health Club at this site is the WRONG FIT, THE WRONG
SITE. YOU MUST DISAPPROVE!!!
Sincerely,
Stephen B. Havens
Resident of Rossmoor, 47 years.
From: Janis Hawkridge [mailto:janis.hawkridge@gmail.com]
Sent: Thursday, April 20, 2017 7:20 PM
To: Steven Fowler; Kevin Pearce
Subject: LA Fitness project at Rossmoor, Seal Beach, CA
As an owner and resident of the Rossmoor Park area, I wish to raise my objections to the proposed LA Fitness
project. The traffic and congestion is already bad in the area, especially at the times when LA Fitness gyms
have the most attendance. With the increase in traffic it will cause additional delays and hardship to current
property tax payers.This is also the time when local children are likely to be out on the streets or on their
bikes. It's likely that people who would normally shop at the Shops at Rossmoor will go elsewhere if they are
unable to get access or find parking.
There are also 3 LA Fitness facilities within 3.8 miles of this proposed location, so this one is
unnecessary. Their websites show a graph of their busiest times, all of which coincide with commute traffic
and shoppers.
Old like to see Rossmoor property values improve, not go down due to increases in congestion and the other issues
such as crime in our neighborhood.
Janis Hawkridge
Owner
12200 Montecito Road, D325
Seal Beach CA 90740
9.0 Responses to Comments
9-104 LA Fitness Center
From: Janis Hawkridge [mailto:janis.hawkridge@gmail.com]
Sent: Friday, April 14, 2017 9:05 PM
To: Michelle.Steel@ocgov.com; Leslie Medina; Brian McKinney; Building Official; Steven
Fowler; Ellery A. Deaton; Mike Varipapa
Subject: Re: Fitness project in the Shops at Rossmoor
To reiterate my earlier e-mail:
As an owner and resident of the Rossmoor Park area, I wish to raise my objections to
the proposed LA Fitness project. The traffic and congestion is already bad in the area,
especially at the times when LA Fitness gyms have the most attendance. With the
increase in traffic it will cause additiona l delays and hardship to current property tax
payers.This is also the time when local children are likely to be out on the streets or on
their bikes. It's likely that people who would normally shop at the Shops at Rossmoor
will go elsewhere if they are unable to get access or find parking.
There are also 3 LA Fitness facilities within 3.8 miles of this proposed location, so this
one is unnecessary.
Janis Hawkridge
Owner
12200 Montecito Road, D325
Seal Beach CA 90740
From: Janis Hawkridge [mailto:janis.hawkridge@gmail.com]
Sent: Sunday, April 09, 2017 7:16 PM
To: Michelle.Steel@ocgov.com; Leslie Medina; Brian McKinney; Building Official; Steven
Fowler; Ellery A. Deaton; Mike Varipapa
Subject: Fwd: Fitness project in the Shops at Rossmoor
Shelly Sustarsic
562.431.2527 x 1504
City Council District THREE (Hill, Coves, Heron Pointe)
Mike Variposa
562.431.2527 x 1503
From: Otto Hefner [mailto:ottoella@att.net]
Sent: Monday, April 24, 2017 2:58 PM
To: Steven Fowler
Cc: Otto Hefner
Subject: LA Fitness gym
Dear Steve Fowler,
As a resident of Leisure World, I do not approve of an LA Fitness in the Shops of Rossmoor. If the city really needs a gym, there must be other
empty spaces they can build it on, because we do not have room for one on this side of town and near Rossmoor and Los Alamito s. The traffic
on Seal Beach Blvd. is already terrible from the 405 all the way to Katella, I drive it almost daily, for Dr. appointments and my shopping, and it can
take me 10-20 minutes up or down the Blvd. Also, adding more cars will make it more unsafe than it already is for us residents who drive, walk,
shop or dine there. I have a nice gym here and I plan to continue going there.
9.0 Responses to Comments
Environmental Impact Report 9-105
Thank you,
Otto Hefner
-----Original Message-----
From: Linda Ho [mailto:ho.linda@yahoo.com]
Sent: Monday, April 24, 2017 4:51 PM
To: Steven Fowler
Subject: Please say No to LA Fitness
>
> Dear Steve,
>
> As a nearby resident of the proposed location of LA Fitness in Seal Beach, I am very much opposed to the gym. The
gym is so close to the residents and the parking lot will be a prime target of theft. Our community already is
experiencing car break ins, the gym will make it so much worse.
>
> Furthermore, there will be many more cars zooming by Montecito to take the short cut to the gym. I fear for my
children's safety when they bike along this residential road. Please say 'No' to this gym.
>
> Much appreciation,
>
> Linda Ho
>Sent from my iPhone
From: Randy Ho []
Sent: Monday, April 24, 2017 9:31 AM
To: Steven Fowler
Subject: Nearby resident very concerned about LA Fitness impact to pedestrian safety on Montecito Road
H Steve,
I am a resident that lives near the Seal Beach apartments and am very concerned about possible plans to construct a
LA Fitness right nearby.
I jog on Montecito Road 3x a week and have observed how so many cars disobey stop signs and zoom on by without
disregard for pedestrian safety, especially for a residential road.
9.0 Responses to Comments
9-106 LA Fitness Center
Just yesterday afternoon at 6:00 PM, I was jogging on Montecito Road and almost got hit as I was crossed the street on
a four way stop on Montecito Road and Rossmoor Center Way. I was lucky as I was alert but can not imagine if little
children were crossing instead. The addition of LA Fitness will only exponentially make this worse.
Since Seal Beach Blvd is already backed up, I bet many visitors of the gym will use Montecito Road as a shortcut to the
gym.
Was there a traffic study impact done on Montecito Road with the addition of a large-scale corporate gym? If not, then
I ask that the city and the board consider this when voting for/against the gym.
Much appreciation,
Randy S. Ho
From: NANCY holland [mailto:nancysueholland1022@gmail.com]
Sent: Friday, April 21, 2017 12:09 PM
To: smassalvitt@sealbeachca.gov; Mike Varipapa; Ellery A. Deaton; Steven Fowler; bmckinny@sealbeachca.gov;
Schelly Sustarsic; tmoore@sealbeahca.gov; Crystal Landavazo; michelle.steel@ocgov.com; Building Official;
Leslie Medina
Subject: LA Fitness Project
I am opposed to the LA Fitness Project.
My name is Nancy Holland. I live at 12300 Montecito Rd., #30, Seal Beach, CA
90740.
I have lived at the Rossmoor Regency for 30 years. I do not park in the lot directly
behind our project. The Rossmoor Regency was built as a Condominium and we
have ample parking.
All my windows and balconies face the proposed job site. This is a bedroom
community, and this proposed project will have a negative effect on our quality of
life.
My windows are open every day. A business opening at 5:00 AM until 11:00 PM is
not acceptable. When will we sleep?
A project of this type and size should have direct Blvd. access. Cars should not be
winding around behind peoples bedroom windows at this time of the day and night.
This will bring noise, pollution and traffic congestion to those of us who have been
living here peacefully for years. This will hurt our property values as well.
Please reject this proposed project. They need to find a location that won't disturb
so many residents of the community.
Sincerely,
9.0 Responses to Comments
Environmental Impact Report 9-107
Nancy Holland
9.0 Responses to Comments
9-108 LA Fitness Center
9.0 Responses to Comments
Environmental Impact Report 9-109
From: Bev Houghton []
Sent: Sunday, April 23, 2017 5:35 PM
To: Steven Fowler
Subject: Regarding Proposed LA Fitness Project
As a resident of Rossmoor I am deeply concerned about the impact that having the LA Fitness business in the Shops
at Rossmoor will have on our community. All of the information I have read, the opinions I have heard and the
conversations I have had with individuals involved in the project are very disturbing. Although I realize that any one in
business wants to make money, there has to be a moral and ethical standard involved that considers the safety, invasion
of and quality of life of those impacted. Contrary to what the “party line” is regarding impact on traffic and parking on
Montecito and nearby streets, the fact is that drivers will use Montecito Road as “short cut” rather than dealing with the
traffic off of Seal Beach Blvd. The increased traffic will increa se the risk for pedestrian accidents from people crossing
Montecito Road. There will be more people crossing Montecito Road if they need to park on the adjacent streets due
to new parking restriction in the Shops at Rossmoor lot. Montecito Road already needs to be upgraded with safer
crossing markings, speed control additions and better lighting.
Regards,
Beverley Houghton
Rossmoor Resident
-----Original Message-----
From: Kristine Howard []
Sent: Sunday, April 23, 2017 9:48 AM
To: Steven Fowler
Subject: LA Fitness
Please help us stop LA Fitness at this residential location! Traffic is already terrible in the morning and afternoon in Los
Alamitos Blvd. I already try to avoid Rossmoor Center dr by Sprouts and Pei Wei because traffic is too diff icult. I can't
imagine what it will be like with a large gym taking up the rest if the space in that high traffic center.
My kids already ride bikes and skateboards up to that center and it would be extremely dangerous to add still more
traffic speeding through that center.
Not to mention that there are already too many cars parked in the residential street behind the center with pedestrians
crossing from between them across Montecito creating dangerous conditions on a daily basis.
Those are just a few of the reasons a large gym is a terrible fit for that center.
Thank you,
Kristine Howard
Sent from my iPhone
From: Andrea Howe [mailto:andrea@howewelive.com]
Sent: Monday, April 24, 2017 3:26 PM
To: Steven Fowler
Cc: Kevin Pearce; Art Howe
Subject: LA Fitness Proposed Project
Hello Steve,
I am writing as a Rossmoor resident, to voice my opposition to the development of an LA Fitness mega gym, in the
Rossmoor Shopping Center. My husband grew up here, his parents are original homeowners in Rossmoor, and I was
lucky enough to be introduced to this charming community when we began dating over 20 years ago. We are small
business owners in Los Alamitos and spend much of our time and money in and around Los Alamitos and Seal Beach.
We also have 3 children in the Los Al school district, and feel blessed to raise them in such a wonderful community.
As development and traffic only increases in Southern California, the residents of Rossmoor, Los Alamitos and Seal
Beach, by opposing this development, are doing our best to preserve all the wonderful benefits that our small community
still has to offer, including local schools, parks and eateries we can safely walk and or bike to. While business
development progress is inevitable, we must be careful stewards of the land we all have to live in and around.
9.0 Responses to Comments
9-110 LA Fitness Center
The Seal Beach shopping center, as you know, is already host to a plethora of large stores and restaurants, and
inclusion of a 37,000 square foot national chain gym will only make the current traffic situations worse. Traffic in and
around the shopping center is already stretched to its limits, and while there are many reasons why I oppose the
development of this gym including noise, potential for increased crime and parking congestion, the increased car traffic
that this gym will inevitably bring is my biggest concern.
My children are now of the age when they can bike up to the shopping center to visit our wonderful Rossmoor Public
Library, pick up an ice cream cone from Rite Aid after eating lunch at Chipotle. While traffic in the shopping center is
already intense, I trust that they can safely manage the ins and outs of biking through the center. Add in another potential
2000+ cars to the mix though, and I can no longer see myself as a responsible parent, allowing them to bike up to the
center unsupervised. That is a tragic shame and one that is avoidable if we stop this development.
On Tuesday March 28th, at a LA Fitness open house meeting at Old Ranch Country Club, head developer Marty Potts
told me, in response to the safety concerns of my children biking and walking through the center, “I wouldn’t let my kids
bike through the center as it is!” Thus he acknowledged that the traffic situation was already bad, and the development
of the LA Fitness would only make a bad situation worse. This is unconscionable.
I am begging you, a member of the Seal Beach City Council, to please heed the warnings of the residents in and around
your community, and please veto this development. As a Rossmoor resident, I would be happy to support the
development of a much smaller scale business in that area, one which would bring in less traffic and hold more traditional
business hours. I just cannot support LA Fitness.
Thank you for your time and consideration,
Andrea Howe
From: Julio Ibarra [mailto:amikoibarra@gmail.com]
Sent: Wednesday, March 22, 2017 5:27 PM
To: Steven Fowler
Subject: Fitness club in Rossmoor
Dear Mr Fowler,
Both my wife Paloma and myself are extremely concerned with the idea if building even more businesses in the Shops
at Rossmoor Center. We have been residents of Rossmoor since 1986 and we have never been more unhappy than
with all the commercial construction that has occurred in the last several years.
We moved to Rossmoor because of the schools and it was a peaceful neighborhood with relatively little traffic and it
was not hard to get in and out of the neighborhood. Every day is getting harder, more traffic not only in Los Alamitos but
in the turns to the shopping areas on both sides of the street that sometimes ends up blocking the traffic because the
lines are so long to turn into the shopping areas.
We are sure that the traffic is going to be even worse with the fitness center and we absolutely oppose to it. If our voices
count please write us down as opposing the project.
The last issue that bothers us is the increase in crime in the neighborhood. I am not sure if this is due to the fact that we
have much more traffic entering Rossmoor than ever before but we are very concerned about this. We are Captains of
the neighborhood watch and it worries us to see what is happening in our residential area.
There is nothing good for us. Traffic, crowds, potential increase in crime...
Sincerely,
Julio and Paloma Ibarra
2782 Coleridge Dr.
From: Amanda Ingalls [mailto:amandaingalls@yahoo.com]
Sent: Monday, April 24, 2017 4:27 PM
9.0 Responses to Comments
Environmental Impact Report 9-111
To: Steven Fowler
Subject: LA Fitness
Dear, Mr. Fowler:
I am writing to let you know that I am extremely opposed to an LA Fitness gym being built in the shopping center at the
end of my street. I live on the middle section of Brimhall Drive in Rossmoor.
My children and I walk, ride bikes, and shop in the area of the neighborhood that will be most impacted by this gym. The
traffic is already so bad, and I know that this gym would bring in a ton more cars and people.
I know I don't live in Seal Beach, but I do shop in Seal Beach, and the success of the local shopping center depends on
the Rossmoor homeowners. Until this point, we have seen the shopping center as an asset to the community. We eat
there and shop there...we keep it in business.
I hope you will consider our input and value our patronage. Please say no to LA Fitness...it is just too much for this
community.
Thank you,
Amanda Ingalls
From: James, Joanne [mailto:Joanne.James@LibertyMutual.com]
Sent: Friday, April 14, 2017 9:18 AM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian
McKinney; Leslie Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore;
Crystal Landavazo; Building Official; coalitionagainstlafitness@gmail.com
Subject: OPPOSITION TO LA FITNESS - SEAL BEACH
I am a resident of the Rossmoor neighborhood. I wish to express my OPPOSTION to the
proposed LA Fitness to go in behind Sprouts at the Shops at Rossmoor. The shopping
center parking lot is already too congested and is difficult to maneuver in its current
state. A gym of this magnitude should not be in a residential neighborhood, it will
forever increase the traffic to an intolerable rate which will be unchangeable upon
completion of the gym. The charm of Rossmoor will be forever affected by LA
Fitness. This is not the place for the gym, it is not wanted.
Joanne James, Legal Office Manager
Law Offices of Nancy A. Halas (Orange Legal)
Law Offices of Aimee J. Treece (Oklahoma CityLegal)
Employees of Liberty Mutual Group
Phone: 714-922-2522
Cell: 714-321-4186
Desktop Fax: 603-334-9527
This e-mail, and any attachments thereto, is intended only for the use of the addressee(s)
named herein and may contain legally privileged and/or confidential information. If you
are not the intended recipient of this e-mail, you are hereby notified that any
dissemination, distribution or copying of this e-mail, and any attachments thereto, is
strictly prohibited. If you have received this e-mail in error, please notify me via return
e-mail and via telephone at 714-939-0180 and permanently delete the original and any
copy of any e-mail and any printout thereof.
9.0 Responses to Comments
9-112 LA Fitness Center
From: Jane Kelleher []
Sent: Monday, April 24, 2017 6:48 AM
To: Steven Fowler
Subject: No on LA Fitness
Morning Steve,
LA Fitness is not a good fit for Los Alamitos/Rossmoor/Seal Beach.
We don't want to be a Huntington Beach or 2nd St. with all the crowds and noise and traffic!
Thank you,
Jane Kelleher
Seal Beach, CA 90740
From: TARA KELLOGG [mailto:tlkellogg@msn.com]
Sent: Monday, April 24, 2017 4:57 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: LA Fitness Project
Steve and others,
Our family is completely against the City of Seal Beach approving the LA Fitness
proposal. It's approximation to our community and the negatives a gym like this
brings with it (increased traffic, noise and crime) effect Rossmoor tremendously,
not to mention the Seal Beach apartment and condo units bordering our
community.
Already parking is an issue with the overflow of these Seal Beach residences
spilling over into Rossmoor streets.
Traffic from Rossmoor Center Way frequently backs up onto Seal Beach Blvd. as
well as congestion near the Sprouts center. Using that street as a throughfare
will no longer be an option with the addition of a large fitness center.
Please put your LA Fitness deep in the heart of Seal Beach where it belongs.
9.0 Responses to Comments
Environmental Impact Report 9-113
Thank you,
Steve and Tara Kellogg
12412 Oak Way Drive, Rossmoor
562-858-1584
From: Wendy Ketcham [mailto:wketcham@socal.rr.com]
Sent: Friday, April 21, 2017 3:10 PM
To: Steven Fowler
Cc: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Brian McKinney; Leslie
Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building
Official; coalitionagainstlafitness@gmail.com
Subject: Please stop LA Fitness
Dear Mr. Fowler,
I am writing to you to urge you to do everything you can to stop the building of an LA Fitness in the Shops of
Rossmoor. This project will reduce our quality of life and the value of our property.
My husband and I have been residents of Seal Beach and Rossmoor for the majority of our lives and it saddens us to
witness the continual downturn of our community. Our number one complaint is traffic. I dread driving to the Shops of
Rossmoor and many times I avoid it by shopping somewhere else. The boulevard is dangerous, the 4-way stop outside
of Sprouts is overly congested and driving through the lot is a joke. There is no way that adding a gym is going to help
any of these problems.
I also have 4 boys, who over the years have ridden their skateboards and bikes over to the center. But if this project
goes through, I would be more hesitant to let them go. There is no safe route to get across the parking lot and more
cars would only make it more dangerous for them.
In conclusion, myself nor any member of my family will ever frequent this gym and we strongly feel it should not be built
in this center.
Thank you for your time,
Wendy Ketcham
-----Original Message-----
From: Elizabeth Kline [mailto:brownlizzard@icloud.com]
Sent: Monday, April 24, 2017 3:37 PM
To: Steven Fowler
Subject: LA fitness
9.0 Responses to Comments
9-114 LA Fitness Center
Hello I would like to voice my concern for the proposed fitness center behind sprouts. I own a home right off of
Montecito Rd and Bradberry. I can't even begin to tell you how upsetting the thought of more traffic flowing in and out
of this area is for me and my family.
The streets are already congested with the parking situation at the condos/town homes we have had family members
forced to park a block down the road in the PM hrs. On my way home from dropping off my kids a few months back I
saw a car nearly run a kid on their bike down, the child was forced to crash in order to prevent the person from hitting
them this was at main way behind the shops. During the lunch hours the Rossmoor center is so congested I won't
even go near it. I ask you not only to not stand in favor of the fitness center but challenge you to take part in coming
up with a solution to the already congested traffic problem we home owner face everyday. There is a LA fitness
already off valley view, it's huge and the parking lot was completely full, the thought of all that traffic make me feel
unsafe and the thought of letting my kids ride their bikes to school is definitely out of the question. Please hear me out,
I vote no on the fitness center!
Thank you for you time.
Elizabeth Kline
From: Jennifer Knapp [mailto:jennifercknapp@msn.com]
Sent: Monday, April 24, 2017 4:44 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: Please Reject the project for LA Fitness... Please read. Thank you.
Dear Mr. Fowler,
I have lived in Seal Beach and Los Alamitos for a total of 42 years. I currently reside in Rossmoor with my husband and two children.
My husband was raised in Rossmoor. Both my husband parents and my parents live here in Rossmoor as well. As I write this letter,
I am speaking on behalf of our parents as well. We have seen our community grow and change throughout the years. We have all
lived here and watched our entire community grow exponentially... unfortunately, the growth has been too much.
The traffic has exponentially increased, bringing congestion, pollution, traffic accidents and a marked difference in our com munity.
Clearly, there are too many cars and too much big business. We have to drive around certain areas to avoid congestion. Please
know that creating more lanes, taking away the tree lined center dividers is only going to add to this problem. This is not a form
of relief... Our kids ride our bikes here, we don't need more congestion.
When the original designer/developer created our community, Rossmoor, I am sure that he did not have in mind anything that it
looks like now in the surrounding area. Almost every store/restaurant is a big chain (they are the only ones who can afford space
at The Shops at Rossmoor). Very different than the smaller shops that used to make up our community (Holiday Hardware, pet
store, my friends Dads dental office, Rick Rack, several banks, kids clothing stores, unique small 1 owner restaurants like
Davios, Champs, Rosmoor bowl, Rossmoor Pasteries etc.). There was not Target, BB&B, Ralphs, Islands, etc. There was a field and
one bank on the other side of SB Blvd. There was no Retirement Center, another strip mall, Ayr es Hotel. On the corner of SB and
Lampson, there were additional putting greens and one gas station. Now there are stores everywhere you turn. Yes, one could
9.0 Responses to Comments
Environmental Impact Report 9-115
argue that is convenience, but in the opinion of hundreds, possibly thousands of residents, this h as all brought too many people,
too much traffic and is changing our tight knit comminty.
I have a vested interest in seeing our community preserve itself and all of the families, children and people who live here.
Please hear us and please understand that putting in LA FITNESS in the middle of all the other huge stores, is something our
community, as a group, DOES NOT WANT. Please listen to your constituents and please make a decision that is best for our
community. If you lived here and grew up here I am sure that you would feel similarly....
Thank you so very much for your consideration and relaying this message to the appropriate people. Can you please confirm tha t
you have received my message. Thank you.
Sincerely,
Jennifer Knapp
11851 Davenport Rd.
Rossmoor, 90720
To: Steve Fowler, City Council, and Elected Officials
I’m writing to you as both a Seal Beach resident and business owner and on behalf of the
Rossmoor Regency Home Owner’s Association of which I’m the current president.
This Gym presents SERIOUS safety issues to the neighborhood and will undoubtedly affect the
quality of life of hundreds that will be living within just a few hundred feet of this proposed gym.
You have heard from hundreds of resident about the increased t raffic, crime, and pollution we will
be forced to live with. This gym is neither wanted nor needed in this area.
Therefore, I don’t want to reiterate the dozens of problems that will come from this gym, but what
you will hear from me over and over and over until it gets thru is the impact this will have on
PEOPLE. The EIR addresses lots of factors, but what it hasn’t even come close to addressing is the
HUMAN FACTOR.
Marty Potts was quoted in the OC Register saying “Commercial properties and Residential properties
just don’t live well together, that’s why we work to soften our footprint.”
Well he couldn’t be more right about the residential and commercial co -habitation part, but he
couldn’t be more wrong about “softening” their footprint. Have they sof tened their footprint from
the last proposal that was voted against by our city council members? Short Answer: NO!
9.0 Responses to Comments
9-116 LA Fitness Center
It’s still a 37,000 sq ft. gym being shoe-horned into a small parking lot that’s way too close to
surrounding residents and leaves absolutely zero options for parking as growth and business
increases with the current shops. This begs the question of how the center will be fairing 5 years
from now. Do you think that area will have any LESS people? Of course not, the area will continue
to grow in population and in a few short years the center will have risen to the level of complete
inefficiency with gridlock, lack of parking, lack of access, and community safety issues
Additionally, if this unprecedented greed grab is allowed to continue it will be the first
time an LA Fitness will be in such close proximity to hundreds of residents.
The EIR did address noise; however inadequately, in an attempt to make it seem there would be
no “significant” impact. Looking at the nature of this club with a ny subjectivity would tell you
otherwise. This developer funded EIR used a CEQA approved noise level monitoring device for two
days to make a case for themselves that noise wouldn’t be a problem by using scientific mumbo
jumbo and skirting around facts.
The EIR FAILED to address what the cumulative effects of the increase in noise would be
on humans when exposed 19+hours a day. Once again, let’s think about the HUMAN FACTOR
and not some CEQA approved gadget that makes the impacts sound “unsubstantial” on paper.
5000- That’s the number of citations in the National Library of Medicine database that documents
the adverse effects of noise pollution on the human body.
This Gym will end up in the backyard of 3 major condo build ings that combined have more than
600 units. Assume each unit has 2 people and this will affect more than 1200 Seal Beach residents.
We aren’t talking about a few houses backing up to the gym; we’re talking about hundreds whose
bedroom windows would face the gym. And, like most places in Seal Beach there is little to no AC
and we all have our windows open almost year round.
The proposed hours are 5am-11pm. However, with staff arrivals, cleaning crews and deliveries this
thing will be active basically 24hours a day. Noise in that parking lot reverberates off Sprouts and
the adjacent building and comes blaring into our windows. That will subject us to 19 hours a day
of:
• General Noise pollution/Operational Noise from the Gym being so close
• Cars driving in and out
• Car Doors Slamming
• Car Alarms
• Car Clickers
“Noise produces direct and cumulative adverse effects that impact health and that
degrade residential, social, working and learning environments with corresponding
real(economic) and intangible(well-being) losses. The aim of enlightened
governmental controls should be to protect citizens from the adverse effects of
airborne pollution, including those produced by noise. People have a right to choose
the acoustical nature of their environment. It should not be impose by others.
Southern Medical Journal –“Noise Pollution; A Modern Plague”
9.0 Responses to Comments
Environmental Impact Report 9-117
• Car Stereos
• Loud Talking from Gym goers.
• Bright Lights shinning in our bedroom windows
• Loud Music from the gym
• Delivery Trucks after hours and idle noise
• Increased pollution and exhaust
• The construction phase: earth movers, dump trucks, cranes, exhaust, majorly increased
dust and particulates going on 6 days a week
My bedroom window will be less than 200 feet from the gym and only a few feet from its parking
lot. Where’s the respite for us? When do we get a break from the cumulative strain that will be
imposed on us from the above list?
I can tell you with absolute certainty that the noise created by the gym and its members will be
absolutely affect our quality of life.
Here’s Why- Example: The Taste of Los Alamitos. It’s for a great cause and we support our local
schools, but it’s a day when half our building’s residents find somewhere else to go if not attending
because it is so disruptive and loud. Beginning with deliveries in the morning at 6am an d cars going
in and out, set up, and folks talking. The sound from this event is amplified by the surround buildings
and cement wall so much that the event might as well be in my living room. This is NOT an
exaggeration.
Elected Officials and Board Members: Would you want a 37,000 sq ft gym operating just
right outside your bedroom? What about 6 days a week construction phase? Knowing
the proven increase in crime associated with these gyms, would you want it right outside
where you park your car? If you wouldn’t have it, please don’t ask your residents to
swallow this.
Finally, the initial EIR found in its significant findings section (pg.68) that this project
could have a “potentially serious impact” on the environment which “will cause
substantial adverse effects in humans either directly or indirectly”. Our community, our
children, and our elderly don’t deserve to be the “test subjects” of this.
Seal Beach is where I worked my tail of to buy our first home. Seal Beach is where I proudly own
a local business. Seal Beach is my community, my lifelong friends and my home. I AM SEAL BEACH!
So please, put your people above their profits. This will make dollars for the developers and LA
fitness, but makes NO SENSE FOR SEAL BEACH.
Respectfully Submitted,
Melissa Knievel- Natanson
Rossmoor Regency, Montecito Rd.
-----Original Message-----
From: []
Sent: Friday, April 21, 2017 5:05 PM
To: Steven Fowler; coalitionagainstlafitness@gnail.com
Subject: LA Fitness Project
9.0 Responses to Comments
9-118 LA Fitness Center
Seal Beach Planning,
We are opposed to the Fitness project on the grounds that it will generate an insurmountable amount of traffic for
Seal Beach and Los Alamitos. If Seal Beach needs another fitness club, why not put it in a location closer to the majority
of your residents? If the center needs more development how about something more low impact, like offices. Why do
we want to make our environment just another congested, nondescript s hopping megapolis like the rest of L A? That's
not what attracted us to this area. All of us share the same schools and existing shopping areas, so have a heart and
do not OK this project on the very edge of your city thinking you will get all the tax reve nue and none of the headaches.
Many Seal Beach residents commute through this impacted area, for example, going to the high school, and it is going
to be a nightmare. Please turn down this project!
Sincerely, Richard and Darcy Krumhauer, Los Alamitos
From: Kelley [mailto:kelleylane@juno.com]
Sent: Thursday, April 06, 2017 7:03 PM
To: Sandra Massa-Lavitt; Steven Fowler; Ellery A. Deaton; Thomas Moore; Mike Varipapa
Cc: Crystal Landavazo; Schelly Sustarsic
Subject: LA Fitness & Median Removal
I've read there is a proposal to remove the medians on Seal Beach Blvd to widen the lanes to accommodate more cars
going to the new gym. There is a safety issue for your constituents. As an example, the current Seal Beach Blvd center
medians end before the Chik Fil A. There is a double-double yellow dividing line there; i.e. Four yellow lines. People so
urgently need their Chik Fil A that they make illegal left turns over the FOUR YELLOW lines all day long. This affects
safety as residents turning left at Bradbury Lane from Seal Beach in the marked turn lane have cars stopping short and
illegally turning left into ChikFilA drive through via the gas station. We need more medians to stop this dangerous
situation....not fewer medians leading to more illegal left turns and uturns in this busy corridor of shops.
From: archie@archielappingroup.com [mailto:archie@archielappingroup.com] On Behalf Of Archie Lappin
Sent: Monday, April 24, 2017 3:37 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: LA fitness
Hi Mr. Fowler,
I am a Seal Beach resident and I'm very concerned about the possible Seal Beach LA Fitness. I believe this will increase
traffic congestion to the surrounding neighborhoods. I oppose the development and hope the new facility develops
elsewhere. The Shops at Rossmoor have several large corporate businesses and traffic is very heavy there already. I
believe the new facility is short-sighted and profit centered versus community and safety minde d.
Sincerely,
--
Archie Lappin
3591 Camelia St.
Seal Beach, CA 90740
From: jtLazar [mailto:jtlazar@earthlink.net]
Sent: Saturday, April 22, 2017 4:18 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: opposition to LA Fitness
Greetings,
9.0 Responses to Comments
Environmental Impact Report 9-119
I would like to take a moment to express my opposition to the 37K sq. ft. proposed
LA Fitness. I am a Rossmoor resident who lives a stones throw from the Shops at
Rossmoor and despite what any report says, the traffic cannot be sustained, even
by adding lanes and other proposed ideas. I do my best to stay clear out of the
shopping center on the weekends, and try to stay off of Seal Beach Blvd. Often times
I would rather go without than try to fight traffic and spend my money locally. The
amount of traffic, especially at any intersection associated with and inside of the
Center, can take 2 or 3 lights to turn into. With so many entrances into the Center
from Montecito and Bradbury, the traffic has no where to go but INTO Rossmoor as
gym goers and Center users look for short cuts into the Center. That will affect the
quality of life for my family and all Rossmoor and many SB residents as we enjoy
the outdoors walking are dogs, or riding bikes with our children. I know 2 families
whose children were hit several years ago as traffic increased when the Shops at
Rossmoor opened. I am sure there have been more and we all continue to put
ourselves at risk when we walk to the Shops to shop or eat, on the weekends
especially. There is just too much traffic already.
I know you have heard from many residents and I don't want to go on and on, but
the Shops own representative said that this size gym is not a good fit for a quiet
neighborhood such as Rossmoor. That seems pretty clear! I respect the developers
right to use the property, but I don't respect the developer who is trying to make a
quick buck at the expense of literally thousands of families in the meantime. While
up I ask that you please consider the quality of life we enjoy and do not allow this
project to come to fruition. While up at Sprouts today, the traffic was gridlocked and
I waited for about 45 seconds to be able to use the crosswalk at the Shops main,
(intersection at the corner of Sprouts and Pei Wei). I value the safety of all of us,
Los Al, Seal Beach and Rossmoor families, who will be affected if this project is
approved. Please, please, do not allow this project to move forward. There are plenty
of other gyms for gym goers to continue to enjoy.
Respectfully,
The Lazar family
3118 Salmon drive
From: Desiree [mailto:labradoodle05@gmail.com]
Sent: Tuesday, April 04, 2017 4:07 PM
9.0 Responses to Comments
9-120 LA Fitness Center
To: Steven Fowler
Subject: Feedback on LA Fitness Rossmoor location
Hello Mr. Fowler,
I am a resident of Rossmoor (25 years) and would like to voice my strong concern
about the proposed building of a fitness center behind Sprouts. The main concern is
traffic congestion and risk to pedestrians both inside the center and on the access
road Los Alamitos Blvd.
At the current time, I go shopping to the Rossmoor center for food almost daily and
have noticed a significant increase in traffic throughout the day, with very short
turnaround time since most shoppers are in and out of the Sprouts lot very quickly.
The entry roads are single lane which makes turns hazardous for pedestrians esp
for the disabled and those with limited mobility and families with children.
Adding a fitness center/gym will increase traffic even further. It will be a matter of
time before dangerous accidents occur, with busy working folks getting in and out of
a gym at rush hour to get to work. During the school year, the traffic on Los Alamitos
Blvd is even more congested with parents rushing children to school then leaving for
work.
I urge you to reconsider a fitness center. Instead a set of offices may be more
suitable. office workers go there for an entire working day and would not create the
type of congestion that a gym might.
Thank you for your attention and consideration,
Desiree Lie
11761 Norgrove Lane
Rossmoor, 90720.
From: Peter Lipschultz []
Sent: Sunday, April 23, 2017 9:32 PM
To: Steven Fowler
Cc: Kevin Pearce
Subject: LA FITNESS PROPOSAL
Dear Fowler,
After much thought, I feel the LA Fitness project would not add
to my community well being in the long run. It is too large a
project for the area---considering the closeness of the many
9.0 Responses to Comments
Environmental Impact Report 9-121
residences nearby. My condo in the Rossmoor Park
Condominiums would be directly impacted with increased
traffic, noise and pollution. Also the point that the project would
not be facing a major access street would be an added strain
on a quiet residential neighborhood. Please do not recommend
this project to the City Council!! Thanks for your consideration
of these points.
Peter Lipschultz
Rossmoor Park Condominiums
Seal Beach
-----Original Message-----
From: Joi Lipton [mailto:savannah.lipton@gmail.com]
Sent: Friday, April 14, 2017 1:25 PM
To: Crystal Landavazo
Cc: Sandra Massa-Lavitt; Kevin Pearce
Subject: proposed LA Fitness project
I am NOT in favor of the huge LA Fitness project at all. I live in the Rossmoor Park Condominiums in Seal
Beach. Can you tell me that our property values will go up? For 2 years we will be hearing the construction of the
highways proposed 405 & 605 projects. Isn’t that enough noise and pollution? No, city leaders do not seem to be
responsive to our concerns and needs. My bedroom would be right next to it.
Starting at 5AM till closing, the traffic alone will be extensive. Who will think my property desirable when its backed by
a huge building. And from the looks of the plans, I will have 2 or three small bushes at the back of a large
nondescript building. to look at. Why does it even look ugly on the plans! The owners have done little to make the
shopping center place attractive. Even at Christmas they only added a few little lights on some bushes.
We already have a gym on our property. What good can I expect from this situation?
9.0 Responses to Comments
9-122 LA Fitness Center
PLEASE VOTE “NO" ON THE PROPOSAL. Thank you for your consideration.
Joi Lipton
Rossmoor Park Condomoniniums
323-791-2266
9.0 Responses to Comments
Environmental Impact Report 9-123
9.0 Responses to Comments
9-124 LA Fitness Center
From: Majella Maas [mailto:majellamaas@yahoo.com]
Sent: Saturday, April 22, 2017 4:39 PM
To: Steven Fowler
Subject: LA Fitness Project
Dear Sir,
Please reconsider the use of this already impacted parking lot. The additional traffic and all it brings is highly undesirabl e
and potentially ruinous to Rossmoor residents, and beyond inconvenient for all who drive down Seal Beach Boulevard.
Let's be considerate, good neighbors and plan limited growth with commercial tenants who will have fewer hours of
operation and fewer clients using the streets.
Please add my name to the list of Rossmoor residents who oppose the building of the LA Fitness Gym.
Thank you,
Majella Maas
12062 Foster Road
Rossmoor 90720
9.0 Responses to Comments
Environmental Impact Report 9-125
From: Janice Manis [mailto:jmanis25@verizon.net]
Sent: Thursday, April 20, 2017 5:35 PM
To: Brian McKinney
Subject: Opposition to Shops at Rossmoor LA Fitness Development
Dear Mr. McKinney,
I have been a Rossmoor resident since 1981 and love my neighborhood. My family and I have also enjoyed the
benefits of proximity to Seal Beach. However, I am distressed by the planned development in Seal Beach (LA
Fitness) that directly borders and will negatively impact the community.
The LA Fitness development may appear to be a solid addition on blueprint but I can tell you that the reality of the
development will be worsening traffic, increased air pollution, parking nightmares, increased crime, and poorer
quality of life for residents living nearby. Any sane person living, working or visiting this area would know this. The
irony of this project is that it will not impact any non-high density housing areas (i.e., private homes) in Seal Beach
but it will be a nightmare for Rossmoor and the North Seal Beach residents living in ap artment abutting the
development.
My questions:
• Is this development gaining support/approval because it is in North Seal Beach and will have no direct
impact on Seal Beach city or its residents other than the benefit of increase revenue, or
• Is it because Rossmoor is unincorporated and Seal Beach has turned a blind eye to the impact of this
project – even though it will be housed in the Shops at Rossmoor – further irony.
• Why has the Orange County building department not realized the impact on Rossmoor and surrounding
areas?
I can assure you that this development would never get approved in Los Angeles County based on its
environmental impact. Parking, traffic flow, pollution, crime, and diminished urban forest and landscaping would
be major red flags barring approval.
It is puzzling that the Seal Beach LA Fitness project, which required an EIR, appears to be moving forward even
though developers have not addressed EIR issues raised by the Seal Beach Pla nning Commission. Also, LA
Fitness will be placed between commercial (behind a Sprouts Market) and residential zoned areas. The loss of
parking will result in North Seal Beach apartment residents parking in Rossmoor. This alone does not make sense
for a development - there should not be a negative impact because of displaced parking spaces. How can this
development be approved just considering the parking problem alone? And, why didn’t Seal Beach require
adequate parking for these residents when the buildings were approved for construction years ago?
Access to the LA Fitness site is also a nightmare as proposed along Los Alamitos Boulevard which is already a
strained traffic corridor. The reality is that the planned 1,700 fitness members will find more con venient ways to
enter along the residential streets of St. Cloud/Montecito which bisects apartments to the east (Seal Beach) and
homes to the west (Rossmoor) from 5 AM to 11 PM, seven days a week. Fitness members will not use the already
strained Los Alamitos Boulevard corridor or entry to the Shops at Rossmoor.
I am a recently retired, chief operating officer with 35 years of experience in both real estate and property
development. Based on my experience, this project, as proposed, is simply wrong for th e surrounding community.
I am certain that you have heard from others in my community but I invite you to actually visit the proposed
project area, do a 360 degree look at what surrounds the development and then imagine that you live in
this area that is about undergo a significant, negative change. Would you be happy? What is the right
thing to do for the neighborhood?
Thank you for your consideration.
Best wishes,
Janice Manis
9.0 Responses to Comments
9-126 LA Fitness Center
From: Janice Manis []
Sent: Thursday, April 20, 2017 2:11 PM
To: Steven Fowler
Subject: Opposition to LA Fitness Development
Dear Mr. Fowler,
I have been a Rossmoor resident since 1981 and love my neighborhood. My family and I have also
enjoyed the benefits of proximity to Seal Beach. However, I am distressed by t he planned
development in Seal Beach (LA Fitness) that directly borders and will negatively impact the
community.
The LA Fitness development may appear to be a solid addition on architectural blueprints and great
tax revenue for the city of Seal Beach and Orange County but I can tell you that the reality will be
worsening traffic, increased air pollution, parking nightmares, increased crime, and poorer quality
of life for residents living nearby. Any sane person living, working or visiting this area wo uld know
this. The irony of this project is that it will not impact any non -high density housing areas (i.e.,
private homes) in Seal Beach but it will be a nightmare for Rossmoor and the Seal Beach residents
living in apartment abutting the development.
My questions:
• Is this development gaining support/approval because it is in North Seal Beach and will
have no direct impact on the city or its residents other than the benefit of increase revenue, or
• Is it because Rossmoor is unincorporated and Seal Beach has turned a blind eye to the
impact of this project – even though it will be housed in the Shops at Rossmoor – further irony.
• Why has the Orange County building department not realized the impact on Rossmoor?
I can assure you that this development would never get approved in Los Angeles County based on
its environmental impact. Parking, traffic flow, pollution, crime, and diminished urban forest and
landscaping would be major red flags barring approval.
It is puzzling that the Seal Beach LA Fitness project, which required an EIR, appears to be moving
forward even though it has not addressed EIR issues raised by the Seal Beach Planning Council.
Also, LA Fitness will be placed between commercially (behind a Sprouts Ma rket) and residentially
zoned areas. The loss of parking will result in Seal Beach apartment residents parking in Rossmoor.
This alone does not make sense for a development - there should not be a negative impact because
of displaced parking spaces. How can this development be approved just considering the parking
problem alone? And, why didn’t Seal Beach require adequate parking for these residents when the
buildings were approved for construction years ago?
Access to the LA Fitness site is also a nightmare as proposed along Los Alamitos Boulevard which
is already problematic. The reality is that the planned 1,700 fitness members will find more
convenient ways to enter along the residential streets of St. Cloud/Montecito bisecting high density
housing to the east (Seal Beach) and homes to the west (Rossmoor) from 5 AM to 11 PM, seven
days a week. Fitness members will not use the already strained Los Alamitos Boulevard corridor
or entry to the Shops at Rossmoor.
I am a recently retired, law school chief operating officer with 35 years of experience in both real
estate and property development. Based on my experience, this project, as proposed, is simply
wrong for the surrounding community. I am certain that you have heard from others in my
community but I invite you to visit the area where the project is proposed, do a 360 degree
9.0 Responses to Comments
Environmental Impact Report 9-127
look at what surrounds the development and then imagine that you live in this area that
is about undergo a significant, negative change. What is the right thing to do?
Thank you for reviewing my email and please let me know if you have any questions.
Best wishes,
Janice Manis
-----Original Message-----
From: Susan Marriott [mailto:mom4abcd@aol.com]
Sent: Friday, April 21, 2017 3:46 PM
To: Steven Fowler
Subject: Susan Marriott/lA Fitness
Mr. Fowler,
As a 20+ year resident of Rossmoor, I am writing to let you know I strongly oppose the proposed LA Fitness project.
Below, please find some of the reasons I object.
1) Those close to Montecito will have parking issues that lead to lower property values. This business will cause major
congestion on this and surrounding residential streets.
2) Activity of an estimated 2,000 daily gym visitors will bring attention, congestion and crime to our area. Gym parking
lots and the vicinity are well established as high crime areas. Concern for the safety of our community and quality of
life issues should be a high priority.
3) No need for another gym-there are dozens of gyms in the surrounding community.
4) As stated by the developer, these 37,000 square foot gyms are not designed for a partially residential area such as
this. This type if business should be on a major street, not adjacent to a residential area.
5) This project was turned down last year, and our community plans to continue to oppose this project. It will be
challenged at every turn. Why not find a location that welcomes this type of development?
9.0 Responses to Comments
9-128 LA Fitness Center
6) "The Golden Rule" should apply. We are all neighbors, right? Do unto others...
Would you want this business in your neighborhood...on your street? I think not.
Thank you for your time and consideration, Susan Marriott
562.841.3676
From: Lori Abbott [mailto:Abbott_Lori@hotmail.com]
Sent: Monday, April 24, 2017 12:27 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian McKinney; Leslie
Medina;michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building
Official;coalitionagainstlafitness@gmail.com
Subject: LA Fitness Project
To Whom It May Concern,
I am writing to protest the establishment of an LA Fitness Health Club in the Rossmoor Shops complex.
The location proposed is already adversely affected by excessive traffic. The current situation is a seven day problem that will be
aggravated by more traffic in the Rossmoor area.
Public studies have shown the majority of Health Club attendees come from outside of the area where the Health Club is locate d.
Simply put the benefits that the Health Club will provide will not enhance or benefit the Rossmoor community but will only enrich
LA Fitness.
In the final analysis, I urge a reconsideration of a different location for the proposed LA Fitness health Club.
Richard Martin
Seal Beach Resident
-----Original Message-----
From: MikE M [mailto:massion@gmail.com]
Sent: Monday, April 24, 2017 4:53 PM
To: Steven Fowler
Subject: Mike massion la fitness
9.0 Responses to Comments
Environmental Impact Report 9-129
Hello Mr. Fowler I completely oppose the project with LA fitness in Rossmoor area. I moved to Rossmoor to get out of
the parking headaches of hermosa beach. I'm raising my family here and I want them to ride bikes to the store with as
little traffic as possible. Please do not let LA fitness put a gym where it's not needed.
Thanks.
Mike Massion
Sent from my iPhone
From: Joseph McGlinchey <jmcglinche@aol.com>
Date: April 11, 2017 at 7:19:57 AM PDT
To: Sandra Massa-Lavitt <SMassaLavitt@sealbeachca.gov>, Mike Varipapa
<MVaripapa@sealbeachca.gov>, "Ellery A. Deaton" <Edeaton@sealbeachca.gov>, Thomas
Moore <tmoore@sealbeachca.gov>, Schelly Sustarsic <ssustarsic@sealbeachca.gov>
Cc: Jill Ingram <jingram@sealbeachca.gov>
Subject: LA Fitness Proposal
To the Attention of the Seal Beach City Council:
I am sure that you have been inundated by emails and letters from the opponents of the
proposed LA Fitness project in The Shops at Rossmoor Center, so I wanted to take a
minute to assure you that there are plenty of Rossmoor residents who welcome what we
view as being an asset to the local community. My wife and I belonged to the Rossmoor
Athletic Club for many years before it closed, and we really miss the convenience of a
nearby health club that is open at times for people who work full-time a long distance
away from our homes (in our case, my wife and I work 9 hour days in downtow n Los
Angeles).
Currently the nearest fitness centers are at least a 20 minute round-trip commute from
my home in Rossmoor which in my case takes up at least 2 hours of commuting time per
week (100 hours over the course of the year) that results in added traffic on Seal Beach
Blvd, Lampson Avenue and Katella Avenue. I am one of hundreds of individuals in the
Rossmoor community who are in this unfortunate situation.
The reaction that you are getting from opponents of the project is similar to those who
support the LA Fitness Project on the Nextdoor website. As soon as anything positive is
posted regarding the benefits to the Seal Beach and Rossmoor community, it is drowned
out by the same vocal opponents who throw out statistics and theories of increased
crime, homeless issues, child endangerment, and unmanageable traffic issues with little
factual basis and no studies to support their opinions. I have studied the EIR from start
9.0 Responses to Comments
9-130 LA Fitness Center
to finish and am convinced that the small increase in traffic due to the LA Fitness project
will be alleviated through the improvements at the Rossmoor Center Way / Seal Beach
Blvd area.
The elephant sitting in the corner of the room is the lo ss of the illegal parking for
residents of the condos / townhomes on the edge of the commercially-zoned-for-decades
property and the residents across Montecito in Rossmoor who will have cars parked in
front of their houses just as I experience near the cor ner of St. Cloud & Yellowtail. Yes,
cars will be parked within a couple of hundred feet of the condos & townhouses from 5
AM - 10 PM, but cars are currently parked next to these residences 24 hours a day.
Perhaps the location of the LA Fitness location in West Garden Grove will alleviate
concerns of noise driving the residents out:
https://www.google.com/maps/place/11932+Valley+View+St,+Garden+Grove,+CA+92845/@33.
7892196,-
118.0272143,285m/data=!3m1!1e3!4m5!3m4!1s0x80dd2f291db7217d:0xbc6dcc65c338dec5!8m
2!3d33.7895702!4d-118.0272286
There are single-home residences immediately abutting the LA Fitness building to the
east and a senior living facility immediately to the north. There have never been any
issues as far as I know with the larger West Garden Grove LA Fitness, and I don't foresee
issues with the proposed location on the commercially zoned property in Seal Beach.
I hope that the Council will take the opinions of those who are working out -of-the-area
during the day/early evening (downtown LA in my case) who cannot attend City Council
meetings due to family commitments.
Thank you in advance for your consideration in this matter.
Joseph R. McGlinchey
Attorney At Law
Yellowtail Drive, Rossmoor, CA
From: Michele Menier [mailto:mightymamam@gmail.com]
Sent: Monday, April 24, 2017 4:00 PM
To: sfowler@sealbeach.ca.gov; Steven Fowler
Subject: OPPOSED!!! Seal beach LA Fitness
Hello Mr. Fowler. As residents of Rossmoor we want to make it loud and very clear that out family is against the building
of any fitness center including LA Fitness in the nearby vicinity. We believe that the increased traffic will be a great
detriment to our community and children and wish to fight this with all that we have. Please be aware that we will not
support this business if it goes in and we plan to fight it every step of the way.
Thank you for your time.
Michele and Todd Menier
--
-Michele
From: Colin Miller [mailto:colin@bluepacificbio.com]
Sent: Friday, March 24, 2017 9:51 AM
To: Steven Fowler
Cc: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Thomas Moore; Schelly
Sustarsic; colin@bluepacificbio.com
Subject: LA Fitness - Flaws and Assumptions of Traffic Study and lack of Pedestrian Safety Mitigation
9.0 Responses to Comments
Environmental Impact Report 9-131
Mr. Fowler,
Trying to keep this short as possible. PLEASE READ.
Last night the representative from the company that completed the traffic study told me that 90% of the current traffic
access the Center through Rossmoor Center Drive. They are using the same assumption about patrons’ trips to LA
Fitness. This is a flawed assumption as LA Fitness is behind the other stores and facing the other direction. Patrons
will quickly figure out that they can access Montecito via St. Cloud and Bradburry. The traffic analysis is therefor
inaccurate and flawed. I could go on and on,,, but think about that. I live here and would bet my last dollar that nobody
will use Rossmoore Center Drive to access the club once they figure out that they can go around and get in through the
back.
There is a complete lack of Pedestrian Safety Mitigation. I had assumed that the current side walk behind the condos,
originating at the intersection at Copa De Oro would be continued along the side of Home Goods. They just added
parking there. How is our community expected to access the shops? By walking through the middle of a parking
lot? Why can’t they put a side walk in, with lights so that we can at least, have a safe path to walk ? I don’t see any
proposed cross walks or anything to give Rossmoor residents on that sid e access through the lot. Also, note their
parking lot layout. There is a diagonal section that will flow cars exiting right out through the rear exit at the Copa De
Oro four way. If the intent is to flow cars in that direction that then Pedestrian Safety much be considered.
Marty Potts stated last night that they have hundreds of parking spots, more than they need. Then why can’t 20 or so
be designated to the Condo owners? Where will they end up parking? It’s all going to flow onto our streets. Please
protect our community. I think a lot of the backlash from residents can be quelled if we implement a few relatively small
requirements for the developer to adhere to.
Can I schedule an appointment with you to address these concerns and point out my thoughts on a map? I live 5
houses in on Copa, this development will affect me and my family for years and feel I have a right to offer some input.
Thank you for your consideration,
Colin Miller
From:]
Sent: Sunday, April 23, 2017 7:41 PM
To: Steven Fowler
Cc:
Subject: Fw: Gary Miller Comments Regarding LA Fitness EIR
Steve,
In reviewing the LA Fitness EIR, I see my comments were not included in the Introduction and Scope of the EIR. Page 1.0-3 implies
under "Scoping" that all comments are included in Appendix B of the EIR. However, based on my review I see my comments and
a Mr. David Zawolkow's comments were omitted in Appendix B of the EIR. I have been involved with the development of this
project area since 2011, I believe my comments were important for others to see in reading the EIR.
Please provide my comments and Mr. David Zawolkow's comments to all the Planning Commissioners and have our comments
included in the final EIR. Also, please provide me with a copy of Mr. Zawolkow's comments during the morning of April 24,
2017.
Why were my extensive comments left out of the EIR?
Gary Miller
Comments Regarding LA Fitness EIR
9.0 Responses to Comments
9-132 LA Fitness Center
My concerns are traffic, the new facility itself, and parking:
Traffic:
Target Market
The residential location of anticipated patrons and their route to the facility must be identified for
any traffic study. It has been noted that any where from fifty to eighty percent of the center’s
target market is the community of Rossmoor and yet there are only thre e entrances to the center
from Montecito and three from St. Cloud, while the rest are all along Seal Beach Blvd. where traffic
is extensive. Originally one of the entrances off Montecito was a nicely landscaped entry way into
the old Rossmoor Center; now that same entry way is still there but seldom used because you
immediately run into the back of Kohl’s when entering the center from there. The other Rossmoor
entrances will have typical center traffic to be contended with for those desiring to go to LA
Fitness. Thus, Rossmoor residents will be pretty much forced to use Rossmoor Center Way and/or
to come out St. Cloud and Bradbury onto Seal Beach Blvd to enter the frontage portion of the
center, thereby increasing traffic on Seal Beach Blvd. It would be ideal if they could just come and
go from the back of the center and never have to get out onto Seal Beach Blvd.
Rossmoor Center Way should be a four lane roadway from Seal Beach Blvd through to
Montecito. Unfortunately, there are five important areas, two of which are choke points:
1. The exit/entrance by Montecito will not support four lanes, even three lanes may be difficult. If
three lanes are made possible, I would suggest it be two lanes into the center and one lane exiting
the center.
2. From the stop sign at West Road east to Sprouts: should be four lanes to accommodate
traffic once it is in the center between Montecito & Seal Beach Blvd.
3a. Stop sign at Sprouts & Rossmoor Center Way: due to poor placement of the Sprouts building
(it is too close to the roadway -- just an additional 10 feet to the south would be sufficient to solve
this choke point and enable the roadway to be a decent four lanes. Currently there is a sidewalk
along the north side of the building with landscaping on both sides of the sidewalk. To fix this
inadequate lane problem, part of the landscaping on the north side of the Sprouts building should
be modified to accommodate the extra lanes of traffic while still retaining a sidewalk to allow people
to get to the overflow parking in back of the building.
3b. From Seal Beach Blvd to the stop sign by Sprouts, it definitely should be four lanes: two in
and two out. Four lanes are needed to accommodate the traffic, which already is extensive. This
section is hemmed in by the Panera Bread building and the side of the parking lot for Sprouts. Do
what needs to be done to get four l anes, which may include cutting into the parking lot if removal
of landscaping is not enough to obtain four lanes.
4. A new facility (LA Fitness) in back of Sprouts will increase traffic in the northbound left -turn
pocket lane of Seal Beach Blvd. to Rossmoor Center Way. Today, northbound traffic trying to
access the center on Seal Beach Blvd. is often backed up in both of the northbound pocket turn
lanes and the traffic often sticks out into the left through lane creating a dangerous situation for
both Rossmoor Center Way and Town Center Drive. This needs to be addressed by reconfiguring
the signal and/or lengthening the left turn pocket lane of the recently improved
median. Lengthening the pocket lanes needs to be accomplished without interfering wit h the
southbound pocket lanes for traffic turning east into the Target Center. Also, an
9.0 Responses to Comments
Environmental Impact Report 9-133
additional entrance/exit could be added just north of Subway sandwich facility, onto the
southbound lane of Seal Beach Blvd, relieving traffic demands on Rossmoor Center Way.
Seal Beach Blvd. is the city’s only north-south through street. In many areas there are no side
streets for extra traffic. As such, it handles a tremendous amount of traffic and asking it to
accommodate more, is difficult as it already most likely is at a Level of Service (LOS) F at peak
travel times, which due to the variety of traffic, is from 7 am to 9 am, from 2:30 pm to 7 pm. There
is not only the usual to/from-work travel traffic, but also the school traffic, as all school children in
the district use Seal Beach Blvd, with the exception of elementary school children in Old Town and
the Hill that attend McGaugh. Consideration of the impact of the I-405 Improvement Project must
also be considered because in 2023 traffic will increase on Seal Beach Blvd. due to the project, i.e.,
congestion at the county line and congestion caused by tolling.
In the construction of an EIR for this project, a traffic circulation section needs to be included.
The New Facility:
LA Fitness proposed building location should be more to the south, at least 20 feet or so, but not
on top of Rossmoor Center Way, especially if Rossmoor Center Way is widened, which should
happen. Do not construct the building where it is presently planned as that will forever prevent
traffic from easily accessing the center from the community of Rossmoor from Montecito . People
will go the way of the least amount of traffic. Planning must also be for the future, not just
as it is now.
One other issue to consider: rotate the LA Fitness building 90 degrees, elongate
2
it, and moving it further west, possibly to West Road, so that the back of the
building would be to the condos, and with parking for the LA Fitness to the east of the building
(the back of Sprouts). Experience from the earlier center where there was a movie theater,
demonstrated problems in the evening with movie-goers talking and slamming car doors upon
leaving after the movie was over. This same behavior would exist with patrons from LA Fitness
leaving as late as 11 pm., as well as patrons arriving at 5 am. Remember, we are all neighbors,
so let’s be neighborly.
Parking:
Currently, there is a parking problem from vehicles of Seal Beach residents living along Montecito
Road in the apartments and condos. Some of those residents have been parking in the back of the
center for years. When those apartments/condos were first constructed, they were built as senior
apartments with provisions for only one car per unit (guess they thought seniors don’t drive). With
the condo conversion, they were open to non -seniors and most are now families and have two
vehicles, creating a greater demand for parking than the street (Montecito) can
accommodate. Consequently, many residents use the back of the shopping center parking lot. The
owners of the Shops at Rossmoor have put those residents on notice that they will no longer be
able to park there, causing many residents to park across the street in the community of Rossmoor,
thereby inconveniencing many residents over there who often find it difficult to access their own
driveways, let alone park in front of their own homes.
Thus, this facility (LA Fitness) would be a hardship on Seal Beach and Rossmoor residents. This
issue must be addressed before allowing the project to go forward. There is more parking at that
9.0 Responses to Comments
9-134 LA Fitness Center
center than is needed. By initial calculations, based in the data we were given, approximately 223
spaces are excess. There is a strip of parking spaces behind the condos with approximately 160
parking spaces. These spaces should be made available for the apartments /condos to either use
or purchase. A parking structure is cost prohibitive. I have heard the shopping center management
say it is not their problem. Well, I beg to differ: if you wish to develop in this area, you have to
consider all the problems that exist, and not make them worse. These people who live in Rossmoor
and in the apartments and condos are the target market and neighbors of the property
owners. I realize the property owners did not create this problem but unfortunately it exists, and
if there is a way to ameliorate it, and we must do the best we can to solve it. Finding a solution to
the parking woes of those residents is within the scope of this building project, and I urge it be
considered in the EIR.
3
Alternate Plan
I am well aware that LA Fitness wants to construct a building in The Shops at
Rossmoor. However, if it does not come to fruition, perhaps another type of building cou ld be
constructed at that site: an office building of similar size would have better hours, not disrupt the
sleep of the condo residents (gym members leaving late at night, closing car doors, talking -
- voices do carry.) There would not be a need for p arking after say 6 pm, thereby not conflicting
with the residents from the condos who would wish to park along the back of their building. It
would be a win-win for all. Something to consider.
Submitted by Gary Miller
Former Mayor, Councilman, District 4
4632 Guava, Avenue
Seal Beach, CA 90740
562-596-9057
gamiller@sprintmail.com
9.0 Responses to Comments
Environmental Impact Report 9-135
From: Vanessa Miller [mailto:vanessamiller4848@gmail.com]
Sent: Monday, March 20, 2017 9:40 PM
To: Steven Fowler
Subject: LA Fitness
A health club of this size would greatly impact traffic within the Rossmoor neighborhood, especially on Montecito Dr.
We already have people speeding down our residential streets and this situation would only become worse with an
establishment the size of LA Fitness. This would also directly effect home values within the community. I have read
many messages from neighbors on social media platforms that are adamantly opposed to this project. We hope that
you are taking community opinions into consideration.
Thank you!
Vanessa Miller
From: Hyun Soo Min [mailto:hyunsoo.min@gmail.com]
Sent: Saturday, April 22, 2017 1:31 PM
To: Steven Fowler
Subject: No to LA Fitness
Hi,
I am in Rossmoor and live right next to the Chick Filet and Sprouts mall. I have noticed that even now the traffic to get
into that center is not easy. The way the 4 way stop is conf igured, it is very slow to get in and out and unsafe.
I also walk to sprouts and I do not feel safe and with the extra traffic and drivers with an LA Fitness, I don't feel that
walking around that area to get to the stores will be safe, especially for kids.
Currently kids bike to in n out and other stores.
I strongly oppose the LA Fitness.
Thank u
Soo Min
From: Chellebird [mailto:chellebird@aol.com]
Sent: Monday, April 24, 2017 3:40 PM
9.0 Responses to Comments
9-136 LA Fitness Center
To: Steven Fowler
Subject: LA Fitness
Good afternoon Mr. Fowler,
My name is Michelle Muckey and I currently live in Rossmoor, right behind the proposed LA Fitness site. I am
very concerned about this proposal. I understand that the city is looking at adding an LA Fitness to the already
busy Rossmoor Center. For those, like myself who live in the area, the traffic is already too much.
I know the Los Alamitos School District has been concerned with the amount of traffic schools alone have put on
the area, so they've lowered the bus fares to encourage parents to not drive their children. My older son attends
Oak and we have taken advantage of the cheaper bus fare to help ease the traffic. Adding this gym would only
make that problem worse. In addition to the traffic issue, I am also concerned about the potential for the crime
rate to increase as it will bring in people from out of the area. Also, a parking lot full of cars will encourage and
entice petty thieves.
We currently have a lot of options for fitness centers in this area. LA Fitness on Valley View and Chapman is not
too far of a drive (only one more freeway exit).
Please consider the residents that will be impacted by this addition and vote NO on LA Fitness.
Thank you,
Michelle Muckey
9.0 Responses to Comments
Environmental Impact Report 9-137
From: Jayme Olson [mailto:jloceo9@aol.com]
Sent: Monday, April 24, 2017 2:14 PM
To: Steven Fowler
Subject: LA Fitness in Seal Beach
Dear Sir,
9.0 Responses to Comments
9-138 LA Fitness Center
I am a 40+ year resident of Rossmoor and Seal Beach. I grew up here and continue to live here. You can imagine
the changes that I've seen. Some have been good and good for the neighborhood and others, apparently just for
profit. That being said, the traffic in the area has rea ched capacity. When it is difficult to get across Montecito
Road to get to the shopping center on foot, it's time to stop. There is just no more traffic capacity in the
area. Please don't let this 60 year old neighborhood finally loose it's residential appeal - it's been amazing and
we would hate to see the charm and safety of this area lost.
My family says NO to to LA Fitness in Seal Beach.
Regards,
Jayme Olson
jloceo9@aol.com
From: Emily O [mailto:memilybrooke@gmail.com]
Sent: Monday, April 17, 2017 8:54 AM
To: Steven Fowler
Subject: LA Fitness project
Good morning,
I am very worried about the proposed LA Fitness project and would like to express my
concerns.
The land designated for LA Fitness is bordered on two sides by apartment buildings, one
of them mine. My bedroom window and my 9 month old's bedroom window look out
directly on the site. A large gym with late hours so close to our sleeping quarters would
disrupt our lives with the noise, traffic, and pollution. A residential area is not a good
place to build LA Fitness. Please consider the hundreds of nearby residents whose lives
will be most directly affected by this project.
Sincerely,
Emily Oon
12400 Montecito Rd
From: Kevin Oon [mailto:kevin.hy.oon@gmail.com]
Sent: Monday, April 17, 2017 10:07 AM
To: Steven Fowler
Subject: No LA Fitness at Seal Beach
Steve Fowler,
As a resident of Rossmoor, I strongly oppose the construction of LA Fitness at the Shops at Rossmoor parking lot. The
construction process would bring a lot of noise and air pollution to my apartment complex which is adjacent to the
proposed construction site. In addition to that, heavy traffic of trucks and equipment would add more traffic congestion
to the area. Given that particular LA Fitness is a 24/7 facility, there will be lots of noise late at night in the area. Our son's
room windows directly open to the parking lot. We do not like our sleep to be disturbed.
Rossmoor is a family friendly neighborhood with quiet streets. As a father, I want my children to feel safe on our streets
without increased traffic in the area.
Thank you,
Kevin Oon
-----Original Message-----
From: Karen Paul []
9.0 Responses to Comments
Environmental Impact Report 9-139
Sent: Friday, April 21, 2017 4:57 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: WE OPPOSE LA FITNESS IN THE SHOPS AT ROSSMOOR
Steve Fowler,
We are vehemently opposed to putting the LA Fitness at the Shops at Rossmoor. So many residents will be negatively
impacted, and not just the residents that live in the areas surrounding the proposed health club. This will add much more
traffic than LA Fitness proposed. Traffic in and around that center is already congested. You have no idea how much
club members will use our neighborhood streets to get out of the area. I know that residents already use the streets
behind the center to exit and this will add even more traffic on our streets. With kids playing and riding bikes, it will be a
danger that cannot be reversed. Our streets do not go all the way through. We already see people from the center
rushing to get out, making u-turns when they are not finding a way out of Rossmoor, and creating unsafe roads. Trips
to and from schools will also be negatively impacted because of the new congestion around the center. (Which will not
be fixed by the little turn lane additions.) Also, it is a known fact that vehicle and locker break-ins occur to a larger extent
in health club parking lots (ask any police department that responds to these) and those criminals will spill out into our
neighborhood. They know that patrons of health clubs leave valuables in their cars while they work out. A policeman
from Cypress that responded to many car break-ins in the parking lot of 24 Hour Fitness in Cypress explained to me
how easy of a crime it is to break in to these cars and the stuff they take. They are in and out, unnoticed in less than 2
minutes. I will not share with you how they do it, but they have a method. This will be coming to our neighborhood! NO
ON LA FITNESS!! PUT IT SOMEWHERE WHERE THERE ISN'T A NEIGHBORHOOD BUTTING RIGHT NEXT TO IT
SO PATRONS AND THE CRIMINALS THE CLUB PARKING LOT ATTRACTS CAN DRIVE THROUGH THAT
NEIGHBORHOOD. PUT IT ON A STREET ALREADY LINED WITH JUST SHOPPERS WHERE THERE ARE NO
NEIGHBORHOODS IN SIGHT!
NO ON LA FITNESS,
The Paul Family
From: David []
Sent: Saturday, April 22, 2017 10:10 PM
To: Sandra Massa-Lavitt; Schelly Sustarsic; Mike Varipapa; Thomas Moore; Ellery A. Deaton; Steven Fowler
Cc: Michelle Steel; coalitionagainstlafitness@gmail.com
Subject: Vote No on Proposed LA Fitness Project
Mayor Sandra Massa-Lavitt;
Please vote no on the proposed LA Fitness Project behind Sprouts. This business does not fit in with the surrounding residential
community because it will increase traffic dramatically, impact local parking, increase residential safety issues, and increase
crime. As a leader in the community and an official sworn to support the people, please read the attached pdf file for more details.
Thank you,
David A. Paulsen
April 21, 2017
9.0 Responses to Comments
9-140 LA Fitness Center
Ms. Sandra Massa-Lavitt
Mayor, City of Seal Beach
211 Eighth Street
Seal Beach, CA 90740
Dear Ms. Massa-Lavitt:
I am writing this letter to strongly ask you to vote no on the proposed LA Fitness Project behind
Sprouts. The LA Fitness business being planned for the location behind Sprouts on Seal Beach Blvd
is not suitable for this location. This location is essentially in a residential area with limited access
and neighborhood streets. Activity from this business will also spill over further in the residential
area impacting the quality of life of many local residents.
Traffic will increase dramatically. Traffic on Seal Beach Blvd will be impacted the most with
vehicles entering the shopping center at Rossmoor Center Way. Seal Beach Blvd traffic is already
congested and an additional 2000 estimated trips per day generated from this business will result
in gridlock. Traffic on Seal Beach Blvd will be backed up without many options for improvement.
Rossmoor Center Way is a small 2 lane local road that will be completely overwhelmed by the
additional traffic. Many drivers will try to bypass the traffic logj ams on these two roads by taking
either St. Cloud Drive or Bradbury Road to Montecito Road to come in the back way. These roads
are completely residential with houses, condominiums, a library and a children’s playgroup lining
the sides.
More specifically, the increased traffic will impact people from Old Town Seal Beach, Leisure World,
College Park East and Rossmoor as they travel for medical care at Los Alamitos Hospital or Doctors
offices, bring their children to school in Los Alamitos or Rossmoor, or drive to the local food markets
or restaurants.
Parking problems will arise. Vehicle and patron noise and activity from the facility will increase
in the parking lot disturbing the residents (5:00am11:00pm weekdays). Added traffic will lead t o
parking spillover onto residential streets near Montecito Road. Local residents will have to fight for
a parking place even in front of their own house. Vehicle noise and activity will also increase in the
spill over areas.
Residential safety problems will increase. The added traffic and parking issues will hinder
public services from accessing the neighborhood. Police, Fire, Ambulance, Utility and Trash services
will be greatly slowed down creating a nightmare for those in need of these services . Letting our
children walk or ride their bikes to school through this area will not be safe. Driving our children to
school through this area will all of a sudden become a logistical problem.
Crime will increase. Vehicle burglary will increase. Crimes of opportunity will increase as patrons
store purses, wallets, phones and laptops in their vehicles while using the facilities. These crimes
of opportunity will spill over into the adjacent neighborhood. Added security will be needed.
Lastly, I feel obligated to state that I am not opposed to LA Fitness as a business but I am only
opposed to it being built on this particular location. The immense size of the building and parking
area do not fit in with the surrounding community. Another way to l ook at the immense size
problem is to compare the size of Rossmoor which has a total population of approximately 10,000
people (including children) to the potential size of the new fitness facility, if built, which could have
9.0 Responses to Comments
Environmental Impact Report 9-141
a membership of an estimated 13,000-17,000 people for the very large 37,000 square foot building.
Again, this is the wrong business for this location. A more suitable business to occupy this prime
piece of real estate would be Doctor’s offices (close to Los Alamitos Hospital), a serv ice bank, or a
general office complex.
Sincerely,
David A. Paulsen
David A. Paulsen
From: Tracy Pearce [mailto:tcabpearce@gmail.com]
Sent: Tuesday, April 11, 2017 4:11 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian
McKinney; Leslie Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore;
Crystal Landavazo; Building Official
Subject: Please so NO to proposed LA Fitness Behind Sprouts
April 11, 2017
Dear Seal Beach City Council Members and Planning Commissioners,
I am writing this letter to strongly ask you to vote no on the proposed LA Fitness Project
behind Sprouts. For many reasons this project is not good for our community. This
proposed monolithic gym will create vast and permanent impacts on the surrounding
residents and beyond. These impacts will also immediately and permanently affect
emergency services, traffic congestion, our local environmental and air quality, noise,
and perhaps an increase in crime. MOST importantly, this proposed plan presents
numerous SAFETY issues for children, the elderly, pedestrians and all other citizens who
use the roads.
The Los Alamitos Unified School District, Rossmoor, and the County of Orange are
constantly looking at the traffic impacts within and outside our community. At its own
cost, the school district has even begun a program offering low cost bus service to all the
schools from Seal Beach, Los Alamitos, and Rossmoor. For the first time in decades, the
district has had to stagger the start times of all the elementary schools to help with the
congestion of traffic. It just completely baffles me why the decision makers in the city
of Seal Beach think that it will be okay to add in approximately 2,000 more car trips a
day into this already congested area. Keep in mind this area is not just Rossmoor Center
Way/Main Way by Sprouts, it is the entire Seal Beach Blvd/Los Alam itos Blvd and the
surrounding streets on the west side of The Shops at Rossmoor that are half in the city
of Rossmoor and half in Seal Beach. It is already a nightmare trying to get children
to/from all of the schools in the district, from elementary to the high school. So, as a city,
you should be doing everything in your power to help with the traffic, not make it worse.
The interesting marketing that the developers came up with say the LA Fitness will fill a
void of a gym in the neighborhood. There is no void, there are 33 gyms in a 3.5 mile
radius. There are several gyms with Seal Beach addresses that are small local gyms. It is
not fair to those gyms to put in an enormous gym that 90% of the community doesn’t
want and has detrimental, long-lasting impacts for everyone that lives around there.
9.0 Responses to Comments
9-142 LA Fitness Center
Please make the right decision to help preserve our quality of life,
Tracy Pearce
20 year Rossmoor resident
From: Lorraine Pennington [mailto:nmsenorita@gmail.com]
Sent: Monday, April 24, 2017 11:18 AM
To: Steven Fowler
Cc: coaltitionagainstlafitness@gmail.com
Subject: Rossmoor Resident - LA Fitness
Hi Steve,
I am writing to you today in regards to the proposed plans of LA Fitness. I have no doubt that you are a busy man and
so I will keep this short and direct.
As a resident of Rossmoor with two small children (4 and 5) I am very concerned about the proposed plans to allow a
LA Fitness to be added to our shopping mall. Since moving here in 2010 I have witnessed the addition of Panera bread,
Staples, PetSmart, Ulta, In N out, Chipotle just to name a few. It is great to see these stores take root in the plaza and
provide in added convenience to me and my family. However, I have experienced the frustration and "growing pains"
that these additional stores have caused.
Just to run to Petsmart became a hassle. There is often no parking just to run in and drop my pet for grooming. I have
since had to choose a different groomer cause its just not a necessary hassle.
I live on Harrisburg road near Rossmoor Park and since I moved here I have noticed an uptick in through traffic. Motorists
use our street as a "shortcut" to get to the schools and to bypass the traffic on Los Alamitos Blvd. This especially
concerns me and I have to keep a vigilant eye when my family exits our home.
After reviewing the plans for this LA Fitness, it seems the evaluaters are assuming that patrons of LA Fitness will be
accessing directly from Los Alamitos Blvd. What they fail to understand is the reality we already experience in the
neighborhood. That motorists use the community streets as "backroads" to get to the plaza.
I very much enjoy living in Rossmoor and we paid a premium to have access to schools and freeways, however, in our
opinion it would be poor planning to add a large big box chain store like LA Fitness to the mix. I earnestly ask that you
please factor in the needs of the community. We are tax paying citizens that are raising our families here. We are patrons
to all the stores already located in the plaza supporting their success. But the addition of LA Fitness is not the right
addition for us.
I appreciate your time.
Many thanks,
Lorraine & Shaun Pennington
11491 Harrisburg Rd.
Los Alamitos.
949/612.5036
From: Kevin Pearce [mailto:coalitionagainstlafitness@gmail.com]
Sent: Tuesday, April 11, 2017 4:27 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian
McKinney; Leslie Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore;
Crystal Landavazo; Building Official
Subject: MORE Comments from Online Petition Against LA Fitness Project
Here is a compilation more comments from the online petition that the Coalition has
organized. Please be assured that we have nothing against LA Fitness, it just isn't a good
fit for the community and our quality of life.
9.0 Responses to Comments
Environmental Impact Report 9-143
Ellie Clarke
Seal beach, CA
REASON FOR SIGNING
Don't need another gym and too much traffic in the area already ~ we need more parks
and green space please!!
Bernard Goldberg
Los Alamitos, CA
REASON FOR SIGNING
The traffic would burden an already crowded area.
Doug Carasso
Newport Beach, CA
REASON FOR SIGNING
LA Fitness would ruin the peaceful area. It's already getting kind of crowded with
businesses. But LA Fitness would likely bring in many more, and at all hours of the day
and night. There will be too much traffic, which will lead to congestion and danger to the
many children walking in the area, including the parking lots. I strongly urge the city to
put the LA Fitness somewhere else, somewhere less crowded with businesses already. I
mean, we already have, right next to each other, Ralphs, Bed Bath & Beyond, and Target
on one side, among many other businesses, and a host of businesses on the other. Too
much! Please stop the madness! Please look out for the residents of this area. Let us
enjoy living here. Don't make this location all about how many businesses can possibly
fit in a few-block area.
Alice Baldwin
Los Alamitos, CA
REASON FOR SIGNING
it is not appropriate for this space. too much traffic, people will be using residential
streets to get to facility.
Summer Vance
Lakewood, CA
REASON FOR SIGNING
I do not think LA Fitnes would be good for our neighborhood. It will impact parking, it
will cause traffic, and I worry about all the people coming in.
Kevin Oon
Melville, NY
REASON FOR SIGNING
I want a safe and quiet neighborhood for my family. I want less traffic on our roads.
Emily Oon
Seal Beach, CA
9.0 Responses to Comments
9-144 LA Fitness Center
REASON FOR SIGNING
The proposed site for LA Fitness is directly opposite my bedroom windows. I have an 8
month old that I just finally got sleeping well. The last thing I need i s added noise and
pollution outside his window, and added traffic when I take him for walks in the
neighborhood.
Maria Pura Mayor
Cypress, CA
REASON FOR SIGNING
I'm signing because I'm convinced the increased traffic will endanger the pedestrians
who walk around that area and especially endanger our many children who BIKE there
frequently. The increase in cars will increase the chances of their having accidents. Also,
the increase in "people" will increase issues like petty theft, mugging & introduce more
burglaries in the neighborhood.
Damian Mccann
Los Alamitos, CA
REASON FOR SIGNING
I am signing because the area is too small for this size of building and business to occupy
- does not make sense given the traffic dynamic that it would also cause
Diane Rush
Rossmoor, CA
REASON FOR SIGNING
Formerly lived near a large gym which invited drug traffic and other crime to our
neighborhood.
Nancy Iacono
Rossmoor, CA
REASON FOR SIGNING
I am totally against a fitness center going into the center. It is NOT what need regardless
of what Mr. Potts and his team say!
Geoffrey King
Los Alamitos, CA
REASON FOR SIGNING
I'm already concerned about the congestion and traffic in the area.
James Rogers
Los Alamitos, CA
REASON FOR SIGNING
I do not want this built
Randy Ho
Los Alamitos, CA
9.0 Responses to Comments
Environmental Impact Report 9-145
REASON FOR SIGNING
I feel the addition of LA Fitness in the Rossmoor Center will reduce quality of life d ue to
increase in traffic and decrease in safety, especially through the back streets of St. Cloud
which is close to a lot of homes where kids ride bikes.
From: bpiburn@verizon.net [mailto:bpiburn@verizon.net]
Sent: Monday, April 24, 2017 10:50 AM
To: Steven Fowler
Subject: LA FItness
I again want to note my opposition to the proposes LA Fitness in the Rossmoor Center. A fitness center such as
that has no business being built right next to residential areas. The noise from people in the parking lot (doors
shutting, people talking, door alarms beeping) will all be non stop from 4:30 until after midnight since employees
will be at the club earlier and later than the proposed hours. This does even include engine noise. Our residences
will be at risk for break-ins since gyms are notorious for being a magnets for theft. One residence who lives
immediately across from this site is 95 years old. Parking in Rossmoor is not an option for most of us, in fact the
opposite side of Montecito from the Regency and Chateau is a complete NO Parking At Any Time zone. We who
live in the Regency and Chateaus are Seal Beach residents. You would not allow this to be built in downtown
Seal Beach, why are you allowing this to be built here? We have just as must right to our peace and quiet as
other Seal Beach residents do. The city planning commission and council need to hear our voices and abide by
our wishes and needs.
Thank you
Beth Piburn
12300 Montecito Rd #48
bpiburn@verizon.net
April 24, 2017
From: Jamie Ponchak [mailto:jamie@jamiedesigns.net]
Sent: Monday, April 24, 2017 2:41 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: LA Fitness
Dr. Mr. Fowler,
Please do not allow the building of an LA Fitness center down the street from me. My husband and I moved here 4
years ago because it was peaceful, not over-crowded, there is plenty of parking and it was safe for our kids to play
outside without a lot of traffic. We have busted our butt to be able to afford this neighborhood only to watch it become
less desirable due to one move on your part.
If this LA Fitness goes in, all of the reasons why we move here are gone. I will no longer allow my kids to ride their bikes
up the street for fear that speeding gym goers will run them over. It could take me twice as long to simply get out of the
neighborhood to run a quick errand to Target, let alone sitting with thousands of gym patrons trying to get back into the
neighborhood. The parking that is being taken away from the condo’s will make it so our amble parking currently will be
gone.
Please listen to what the people have been crying out for. There is a reason for it. People wouldn’t take precious time
out of their busy schedule to fight what they don’t truly believe in.
Jamie Ponchak
Tucker Lane, Rossmoor, CA
From: Ponchak.Terry [mailto:Ponchak.Terry@aaa-calif.com]
Sent: Monday, April 24, 2017 2:59 PM
To: Steven Fowler
9.0 Responses to Comments
9-146 LA Fitness Center
Subject: Concerned Resident
Importance: High
Good afternoon Mr. Fowler
I am writing to express my concern about the proposed LA Fitness project at the Shops at Rossmoor in Seal Beach. My
family are residents of the area and we are extremely concerned about the impact on traffic, crime, and parking that this
project would worsen.
Already, this shopping center causes unresolved traffic congestion in the center, on Seal Beach Blvd., and on St.
Cloud. I have seen the traffic studies and having been a gym member for many years, the conclusions are not
realistic. The amount of visits and traffic generated by the gym would make a congested situation far worse, especially
at the four way stop near Panera Bread and Sprouts which is the direct entry point t o the Seal Beach residents in the
condos.
Additionally, crime is likely to increase in the neighborhoods around the gym because of the gym demographic as well
as the number of people from out of area that the gym would attract. This gym would be the closest to a neighborhood
and residents of any in LA Fitness’ current profile. Again, the many Seal Beach residents in the condos would be the
most negatively affected.
Lastly, the gym would disrupt a delicate parking ecosystem currently in place between the Seal Beach condo residents
and the homeowners in Rossmoor. Currently, condo residents use the overflow parking in the shopping center due to
the lack of available spaces in the facilities themselves. With the elimination of that parking, Seal Beach resident condo
owners would be forced to park on the streets of Rossmoor neighborhoods. Unfortunately, this likely scenario would
lead to residents in Rossmoor electing to permit their street parking, which would cause a parking crisis and dramatically
reduce the property values of the Seal Beach condos.
Mr. Fowler, please relay our concerns and please eliminate this project or any other similar projects unless solid
thoughtful remediation is confirmed for each of the concerns listed. In lieu of the elimination of this project, some
thoughts:
1. Dedicated crossing guard in the center at the 4 way stop by Panera Bread and Sprouts
2. Force LA Fitness to employ a dedicated armed security guard during business hours patrolling outside the facility
3. Add a Seal Beach police patrol dedicated to the center and Montecito street
4. Allow permitted parking for the residents of the condos free of charge
Thank you for listening. I hope to have a positive resolution of this concern.
Terrance Ponchak
From: Laurie Purcell [mailto:lauriepurcell@verizon.net]
Sent: Friday, April 21, 2017 7:48 PM
To: Steven Fowler
Subject: LA Fitness
I am totally OPPOSED to the new LAFitness moving into the Rossmoor shopping center. it's a negative from the
traffic situation, crime, parking, and too many people!!! Enough already!!
Laurie Purcell
2741 Coleridge dr
90720
9.0 Responses to Comments
Environmental Impact Report 9-147
From: Laurie Purcell [mailto:lauriepurcell@verizon.net]
Sent: Thursday, March 23, 2017 10:17 AM
To: Steven Fowler
Subject: LA FITNESS -NO
My Name is Laurie Purcell and I live in Rossmoor. I am very against having an LA Fitn ess business in our
Rossmoor Shopping Center. There will be more trafffic, more noise, more police involvement, less parking, etc.
Thank you for your consideration in this matter.
Laurie Purcell
2741 Coleridge Dr.
From: Thomas Purcell [mailto:thomas.purcell6@verizon.net]
Sent: Friday, March 24, 2017 11:37 AM
To: Steven Fowler
Subject: from Tom Purcell, Rossmoor, No on the LA FITNESS facility
My Name is Thomas Purcell and I live in Rossmoor. I am against having an LA Fitness facility in the Rossmoor Shopping
Center.
There will be more traffic, more noise and more police involvement.
Thank you for your consideration in this matter.
Thomas Purcell
2741 Coleridge Drive
Los Alamitos, CA 90720 (Rossmoor)
From: Karen Quinn [mailto:kquinn1981@att.net]
Sent: Saturday, April 22, 2017 11:38 AM
To: Steven Fowler
Subject: Proposed LA Fitness Project
As one who has grown up in Rossmoor, since 1959, I have seen so many changes and most brought about by
Seal Beach. Some good and some not so good, but this is over the top. LA Fitness is not coming to Seal Beach
it is coming to a small, already maxed out shopping center dropped ri ght in the middle of a residential
neighborhood of approximately 10,000 people. I worry about the children, and the more elderly folks along with
the rest of us. It is not appropriate and will make a bad traffic area into an even worse problem.
Karen Quinn
Rossmoor Resident
From: Cheri Real [mailto:cherikr27@gmail.com]
Sent: Monday, April 24, 2017 2:37 PM
To: Steven Fowler
Subject: opposing LA Fitness
To whom it may concern,
I oppose the addition of the fitness building for many reasons. The main reason I am in opposition is my
concern for safety. I drive Montecito every morning to drop my daughter off at Rossmoor Elementary school. One
morning I was stopped at the corner of Montecito and Bradbury, waiting for cross traffic. My daughter and I were talking
and before I could honk my horn a car had hit a teenager crossing the street on his bike. My 7 year old daughter and I
both screamed in horror as we watched this poor boy be thrown off his bike, over the car, and slam to the ground, right
in front of us and we couldn’t stop it or help him. I crossed the intersection and pulled over to offer help and call for an
9.0 Responses to Comments
9-148 LA Fitness Center
ambulance. For the 3 years we have been driving this route I have seen several close calls and this was by far the
worst. I can’t begin to imagine how many more accidents or close calls will occur if we add more traffic to the
area. Please take the safety of the children into account and consider h ow the extra traffic will affect the safety of the
kids that walk or bike to school. I believe this is a terrible location and the children will suffer with the additional traffic.
Sincerely,
Cheri Real
Cherikr27@gmail.com
(562) 716-0819
-----Original Message-----
From: therieths []
Sent: Saturday, April 22, 2017 10:00 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: Concerned Neighbor's Opposition to LA Fitness
HI Mr. Fowler,
I’m writing to express my concern to the City of Seal Beach concerning the prop osed construction of LA Fitness at the
Shops at Rossmoor.
I was born and raised in Rossmoor. When my sisters and I were younger, we would ride our bikes to the Rossmoor
Center to get an ice cream cone at Thrifty and watch the bakers at work at Rossmoor Bakery. When we were there,
we’d inevitably run into a neighbor or friend from church. The center was a big focus for the community and a large part
of my childhood.
When my husband and I got married and contemplated having children, the decision of wher e to live was easy— we
knew we wanted to return to Rossmoor (my husband was raised in Seal Beach and also attended Los Al High
School). We wanted our children to know what it means to grow up in a community where neighbors know one another
and look out for each other.
The Rossmoor Center has changed quite a bit in the last several years. While new developments are inevitably met
with resistance, the City’s charge in contemplating developments is to meet the needs of its constituents and consider
the impact of the development on the neighboring community. LA Fitness does not serve the community and the impact
on Rossmoor residents would be significant. LA Fitness would not add to the neighborhood— it would greatly detract
from it. Indeed, the only purpose served would be to generate revenue for the City of Seal Beach.
As the mother of two boys, I would never allow my children to ride their bikes to the Shops at Rossmoor— there’s way
too much traffic and it’s far too dangerous. I’m not sure I’ve even seen bike racks at the center, so I don’t think local
traffic or community has ever been part of the design. Adding LA Fitness to the Center would impact the traffic flow so
much more— particularly on Montecito, the one street still safe for bike traffic for our kids. And the fact that the “fix” for
traffic problems includes adding more traffic lanes, again demonstrates a lack of concern for our children. Our
boulevards are busy enough— they don’t need to be turned into highways. My husband was raised in College Park
and rode his bike to school every day. Many children ride their bikes to school and travel down Seal Beach Blvd. just
like he did. How does expanding the road and increasing vehicle traffic promote safety for our kids???
I urge the members of City Council to be good neighbors. I’ve been a member of large gyms. I know the crowds they
draw— and at all hours of the day and night. Large gyms tend to be in industrial or large commercial development
areas— not in a neighborhood strip mall. If the goal is to bring fitness to the Center, then look to a company better
suited for the size (Orange Theory, Curves, etc.). LA Fitness has no place in the Shops at Rossmoor.
I’ve heard that at the time plans for the development were first raised, a sitting council member had a daughter who
remains a top executive at LA Fitness. If this is true, I assume your counsel has verified with the Attorney General and
California Fair Practices Commission that the development complies with California law and is no t voidable under
9.0 Responses to Comments
Environmental Impact Report 9-149
California Government Code Section 1090, or in violation the Political Reform Act.
I also question the adequacy of the Environmental Impact Report, particularly in the area of trip generation. But I’ll leave
those challenges to others. Instead, I call on you to consider why you hold your positions. What does it means to be
part of a larger community? What does it means to be a good neighbor. Seal Beach and Rossmoor share zip codes,
property and school districts. Your decision to name the shopping center, “The Shops at Rossmoor” demonstrates how
important the Rossmoor community is to your city. As a long time Rossmoor resident, I urge you to reconsider this
project. I urge you to consider the negative impact it has on Rossmoor residents and more importantly, our children.
Your neighbor,
Carrie Rieth
9.0 Responses to Comments
9-150 LA Fitness Center
9.0 Responses to Comments
Environmental Impact Report 9-151
9.0 Responses to Comments
9-152 LA Fitness Center
-----Original Message-----
From: Cheryl Roeder [mailto:ctroeder@sbcglobal.net]
Sent: Monday, April 24, 2017 12:16 PM
To: Steven Fowler
Subject: No to LA Fitness
Good afternoon Steve Fowler,
My name is Cheryl Roeder, and I currently live in College Park East. I am a concerned Seal Beach resident. I
understand that once again the city is looking at adding a LA Fitness to the already busy Rossmoor Center. For
those, like myself who live in the area the traffic is already too much. Frequently you wait 2-3 times just to turn in on
Rossmoor Way, and sometimes 2-3 times on St Cloud too. Due to of the heavy traffic I do not allow my children to
ride their bike up to the center, instead we always drive. I know the Los Alamitos School District has been concerned
with the amount of traffic parents put on the area that they've lower the bus fares to encourage parents to not drive
their students. We've taken advantaged of this. Both my children ride the bus to help ease the traffic. Adding the gym
would only make that problem worse.
We currently have a lot of options for fitness centers. Pure Bare on Seal Beach, LA Firness on Valley View and
Chapman, 24 hour on Patella, and many others that I haven't listed.
Please vote NO on LA Fitness.
Thank you,
Cheryl Roeder
From: Melissa Roudabush [mailto:mroudabush@gmail.com]
Sent: Friday, April 14, 2017 4:07 PM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian
McKinney; Leslie Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore;
Crystal Landavazo; coalitionagainstlafitness@gmail.com; Building Official
Subject: Opposition to location for LA Fitness
I recently moved to Rossmoor from one of the condo buildings on Montecito Rd in Seal
Beach. My favorite part about living in the condos was the access to shopping while still
being in a quiet setting.
I oppose the request by LA Fitness to build in the parking lot behind the condos. The
peaceful, neighborhood feel of that center will severely diminish. The center right now is
highly walkable, with walking routes actually mapped out with distances. If you build a
gym, any gym, there, you will shatter the walkability of that entire center. I will never
9.0 Responses to Comments
Environmental Impact Report 9-153
let my young children walk through there, as the increased traffic volume will make it
unsafe for them to do so.
I also worry about the increase of crime. I have a few friends who had th eir cars broken
in to in the gym parking lot on Valley View and had hundreds of dollars of belongings
each stolen. The police told them gyms are targets for thieves because people often go
to the gym on their way home from other places, leaving many of their belongings in the
car. I worry that these individuals will seep in to the streets of Rossmoor and that we
will see an increase of property crime, especially on the streets nearest the center.
Please picture this gym outside your backdoor, as it lite rally will be for several hundred
Seal Beach residents. Please vote no.
Melissa Roudabush
11401 Martha Ann Dr.
Rossmoor, CA 90720
From: diane rush [mailto:rush534@yahoo.com]
Sent: Friday, April 14, 2017 2:31 PM
To: Leslie Medina
Subject: Opposition to LA Fitness Center in Shops at Rossmoor
Diane Rush
12732 Christy Lane
Rossmoor, CA 90720
562.431.8751
April 14, 2017
Building & Safety Department
Permit Technician, Leslie Medina
Seal Beach City Hall
211 Eighth Street
Seal Beach, CA 90740
Permit Technician Medina,
I wish to express my opposition to the LA Fitness Project in the Shops at Rossmoor. No
mitigation can compensate for the loss of peace, quiet and safety that will certainly result
from the proposed construction of a 37,000 square-foot health club in the middle of our
residential neighborhood.
My deep concerns include:
Crime: I lived for many years in Anaheim across the street from a major health club of
which I was a member. Clients arrived and departed continually, night and day. The
adjacent parking lot was the site for many forms of crime -- drug dealing, gang activity,
muggings and a base-of-operation for neighborhood vandalism, robbery and human
9.0 Responses to Comments
9-154 LA Fitness Center
trafficking. It was noisy, dangerous and heaped with refuse. Even stepped -up law
enforcement could not keep pace with the criminal activity.
Health: The EIR contains a section on “Noise Assessment” of magnitude, spectral
composition, duration and repetitiveness, speculating these will be within allowable
limits. Allowable limits? What is that worth to residents of Rossmoor Regency and
Rossmoor Park Condominiums who live just a few yards from the proposed site? Car
alarms, human voices and the roar of HVAC systems are but a few of the disruptive
sounds residents would be constantly subjected to.
Safety and Access: A 37,000 square-foot health club would also obliterate scarce parking
especially crucial for the elderly and handicapped. Access by emergency service vehicles
would also be restricted.
I urge you to advise against this project that will harm and burden Rossmoor, Seal
Beach's most supportive neighbor.
Sincerely,
Diane Rush
Rossmoor Resident
Member of Coalition Against LA Fitness
From: Natalie Samodouroff [mailto:Natalie@unisonelectric.com]
Sent: Friday, April 21, 2017 2:43 PM
To: Steven Fowler
Subject: FW: la fitness bad for Rossmoor
From: Steel, Michelle [mailto:Michelle.Steel@ocgov.com]
Sent: Friday, April 21, 2017 2:39 PM
To: Natalie Samodouroff <Natalie@unisonelectric.com>
Subject: RE: la fitness bad for Rossmoor
Dear Ms. Samodouroff,
Thank you for your recent email expressing your concerns regarding the proposed LA Fitness
project in the Shops at Rossmoor, located in the City of Seal Beach.
Your position on this matter is important to me. However, the County does not have a role in
the City of Seal Beach’s planning decisions. The County Board of Supervisors planning
authority is limited to County-owned facilities and communities within the unincorporated areas
of Orange County.
What I can and will do is forward your email to the Mayor and City Manager of Seal Beach to
make them aware of your correspondence with me regarding your concerns about the
proposed LA Fitness project.
9.0 Responses to Comments
Environmental Impact Report 9-155
Sincerely,
Michelle Steel
Chairwoman, Board of Supervisors
Supervisor, Second District
(714) 834-3220
From: Natalie Samodouroff [mailto:Natalie@unisonelectric.com]
Sent: Wednesday, April 19, 2017 11:15 AM
To: Steel, Michelle <Michelle.Steel@ocgov.com>
Subject: la fitness bad for Rossmoor
Last meeting didn’t address any of the residence in the community that would be affected by this terrible money grab
by the city of seal beach.
How do we protect our community from the council people that are voted in to do this.
Please Please Please – read and listen to our community and all of our traffic, crime and quality of life concerns we
have.
This is not a facility that will benefit our community.
Find a property that fits this high traffic type of facility. Not a cramped / overbuilt area near a residential community.
This is such a bad idea.
Thank you for listening.
Natalie
From: ssamuelson@aol.com [mailto:ssamuelson@aol.com]
Sent: Thursday, April 06, 2017 1:58 PM
To: info@lafitness.com; info@mdcp.com; info@sepfunds.com; Sandra Massa-Lavitt; Schelly Sustarsic; Mike Varipapa;
Thomas Moore; Ellery A. Deaton; Crystal Landavazo; Steven Fowler; Building Official; Brian McKinney; Leslie
Medina; Michelle.Steel@ocgov.com
Cc: coalitionagainstlafitness@gmail.com
Subject: Stop LA Fitness at the Shops in Rossmoor
I am opposed to the LA Fitness Project at the Shops in Rossmoor (Seal Beach)
As a Seal Beach resident, I'm concerned about the amount of additional traffic generated by he LA Fitness Gym. The
shopping center is jammed with cars all day and night.....go take a look! School children use the streets around the
shopping center for riding bikes to school; increased traffic will make this unsafe and dangerous. Seniors use the
shopping center for daily meals and free food; increased traffic will make it dangerous for Seniors to cross the busy
streets of Montecito Road and St Cloud Road.
Tax revenue is not worth causing potential harm to children and/or Seniors. Stop the project now.
LA Fitness is not FIT to be in Rossmoor!
Steve Samuelson
Seal Beach and Rossmoor resident 31 years.
9.0 Responses to Comments
9-156 LA Fitness Center
-----Original Message-----
From: julie guntner [mailto:julieguntner@yahoo.com]
Sent: Friday, April 21, 2017 4:05 PM
9.0 Responses to Comments
Environmental Impact Report 9-157
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: No to LA fitness
Good afternoon,
My name is Julie Saum and I am a Rossmoor resident. My husband, young daughter and myself live at 12441Christy
Ln. near rush park. I am writing to let you know that we strongly oppose the LA fitness development. We are young
family in our 30's who care very much about a healthy lifestyle. This is exactly why we oppose this development.
Several times a week we walk up to the center for our shopping. We also ride bikes and run in the neighborhood as a
family. A development of this size is in conflict with our ability to continue living this type of healthy lifestyle. The
increase of traffic will directly affect our ability to continue with these activities in the vicinity of the proposed
development. We will not become members of the fitness center and, in fact, will go out of our way to avoid additional
traffic in that area should the fitness center be built. This means that I will take my shopping business elsewhere,
where it is less congested.
I urge you to reconsider this development. It is not an appropriate location and it has not taken the residents into
consideration.
Thank you,
Julie Guntner Saum
Sent from my iPhone
From: Dan Schechter [mailto:profdanschechter@gmail.com]
Sent: Saturday, April 08, 2017 10:30 AM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian
McKinney; Leslie Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore;
Crystal Landavazo; Building Official
Subject: I'm concerned about the LA Fitness project – traffic, noise, and congestion
I live in Rossmoor, near the proposed LA Fitness gym. I am very concerned that it will
be a disaster for our neighborhood. Please reconsider this project.
Thanks,
Dan Schechter
11292 Wallingford
Rossmoor, CA 90720
From: karen schultze [mailto:schultzehouse@yahoo.com]
Sent: Monday, April 24, 2017 4:51 PM
To: Steven Fowler
Subject: Opposed to LA Fitness
9.0 Responses to Comments
9-158 LA Fitness Center
Dear Mr Fowler,
I am not opposed to development, if it makes sense. The proposed LA Fitness location in the Shops at Rossmoor does
not make sense for several reasons; unneeded, massive increase in traffic, decreased safety, increased crime,
increased noise, and completely innappropriate placement within the shopping center.
The community of Rossmoor does not need or want a massive gym. There are at least 2 dozen boutique gyms and a
couple of large gyms servicing us well right now. It does not make sense.
The traffic congestion on Seal Beach Blvd. And in the Shops at Rossmoor is already more than the streets can handle.
Proposed traffic flow upgrades need to be made without adding more traffic. Customers already avoid the Shops at
Rossmoor because of the traffic. Allowing a business that would severely increase traffic for such long periods of time
does not make sense.
The intersection between Sprouts Market and Pei Wei is already unsafe for pedestrians. I am surprised no one has
been killed yet. The existing back up of cars coming from Seal Beach blvd onto Rossmoor Center Way is not safe either.
Northbound cars get caught in the fast lane now because the turn lane is too short. That is not safe. This needs to be
fixed now without adding more traffic. Southbound traff ic backs up as well, blocking the entrance to CPK. This also
should be fixed without added more traffic. Allowing an LA Fitness does not make sense.
Massive gym parking lots bring crime with them. People leave thing in their cars and thieves know this. T his will spill
right into the neighborhood. It is right there at the edge of the parking lot. We do not need crime brought to our doorsteps.
It does not make sense.
Noise from the proposed LA Fitness would come from several sources and reverberate around the surrounding
residences and buildings. From the 4 am arrival of the employees and deliveries to the midnight employee departures,
noise will abound. Cars parking, doors and trunks slamming. Car alarms and locking beeps will mix with conversations
on cell phones and to other members. Noise from the equipment like air conditioning will be there too. From 4 am until
midnight. Right next to the bedroom windows of the condos. It does not make sense.
A business with 9 to 5 hours would make sense. Possibly a medical office building. Something that would serve the
community rather than harm it. The proposed LA Fitness does not make sense at this location.
Please take these things into account when you make your decisions.
Thank you for your time.
Karen Schultze
-----Original Message-----
From: Elizabeth Schulz [mailto:eschulz.59@icloud.com]
Sent: Friday, April 21, 2017 4:52 PM
To: Steven Fowler
Subject: L. A. Fitness
My husband and I have lived in Rossmoor since 1959. We have seen many changes and additions to the Rossmoor
Shopping Center. Change and progress are needed and most of the time are welcomed. However, building an L. A.
Fitness behind Sprouts is most unwelcome.
We are opposed to the increase in traffic (already out of control), noise and safety issues and increased crime to our
neighborhood. We hope that the Seal Beach City Council will be a good neighbor to our community and reject the
L.A. Fitness proposal to build in the Rossmoor Shopping Center!
9.0 Responses to Comments
Environmental Impact Report 9-159
From: lori6359@gmail.com [mailto:lori6359@gmail.com]
Sent: Friday, April 21, 2017 2:44 PM
To: Steven Fowler
Subject: LA Fitness
Please note that as homeowners in Rossmoor we are very much against a huge fitness center in the back
Of the Kohls area.
We cherish are small town feel, and as our grandchildren to to preschool almost directly behind where the
Center would be, we encourage you to support us in keeping our area safe from more crime and traffic.
Thank you so much,
Bill and Lori Scott
Rossmoor Residents since 2003
From: Angie Simpson []
Sent: Sunday, April 23, 2017 12:53 PM
To: Steven Fowler; info@lafitness.com; info@mdcp.com; info@sepfunds.com; Sandra Massa-
Lavitt;ssustaric@sealbeachca.gov; Mike Varipapa; Ellery A. Deaton; Building Official; Leslie
Medina;michelle.steel@ocgov.com
Cc: Kevin Pearce
Subject: Letter in OPPOSITION to LA Fitness in SB/Rossmoor
I am greatly OPPOSED to the LA Fitness project in the Rossmoor Shops ( Seal Beach)
As a home owner for over 21 years here in Rossmoor, I have witnessed the horrendous increase in traffic over the
years. This project, if approved, would only cause further congestion, delay and safety concerns to residents. Along with
the increase of traffic due to the Center, I have also seen a tremendous increase in litter along our beautiful streets that
line up along Montecito. I cannot believe that the traffic impact alone has not convinced the city NOT TO GO FORWARD.
Most fitness centers ARE NOT right on a residential areas like this project. This creates an opening for CRIMES OF
OPPORTUNITY......more break in in both homes and cars which would be a travesty to our lovely residential community.
This fitness project is just too close to our homes and the traffic impact is not a fit for our community.
Shame on the city of Seal Beach for not thinking about the homeowners that make this community a beautiful place to
live. This project is a money grab and DOES NOT present a Win-Win for the city and homeowners and therefore, it is a
mistake and unwanted.
Thank you for your time and consideration.
An unhappy Rossmoor Homeowner,
Angelique Simpson
From: Lauren Davis Sosenko [mailto:laurensosenko@gmail.com]
Sent: Monday, April 24, 2017 2:11 PM
To: Steven Fowler
Cc: Thomas Moore
Subject: Concern about LA Fitness
Hello Mr. Fowler,
It is my understanding that you are receiving resident communications about the LA Fitness project that will be discussed
at tonight's City Council meeting.
We are so very lucky to have the businesses, jobs, and resources in the Rossmoor Center. The convenience and ease
of these businesses increases quality of life for our residents and the neighboring communities. I love that my children
9.0 Responses to Comments
9-160 LA Fitness Center
can walk to Rite-Aid to get an ice cream cone when visiting their school friends who live in Rossmoor, and I love to buy
fresh and healthy dinners at Sprouts on my way home from picking my kids up from school.
However, I am very concerned that the traffic will become intolerable with the gigantic LA Fitness project
proposed at the back of the center-- my kids will no longer be able to safely cross St. Cloud Dr/Montecito Rd, and I
will choose to buy groceries at the Long Beach Trader Joe's to avoid nightmare traffic in the Center on my way home
from work.
I know the Council considered this request several months back, and I was heartened by the Council's decision to not
approve the application. I strongly encourage the Council to again decline support for this project.
Thank you,
Lauren Sosenko
168 Yale Lane
Seal Beach, CA 90740
562-883-3694
From: Debbie Stea [mailto:debbie.stea@gmail.com]
Sent: Sunday, April 09, 2017 2:58 PM
To: info@lafitness.com; info@mdcp.com; info@sepfunds.com; Sandra Massa-Lavitt; Schelly
Sustarsic; Mike Varipapa; Thomas Moore; Ellery A. Deaton; Crysta l Landavazo; Steven
Fowler; Building Official; Brian McKinney; Leslie Medina; Michelle.Steel@ocgov.com
Cc: Kevin Pearce
Subject: LA Fitness Project
I am opposed to the LA Fitness being built into our Rossmoor community. I don't feel
LA Fitness is being honest with the details and numbers that they project for
membership. They claim they will only need 6500 members to maintain their gym. Their
main competitor 24 Hr. located on Katella, just 3 miles away has 17,000 members. LA
fitness couldn't survive with 6,500 members, half of what 24Hr. has.
70,000 people go to 24Hr. Fitness a month. (that is 2300 cars in and 2300 car out
daily)....4600 extra cars a day! There is no way our community could support this kind of
traffic coming onto Seal Beach Blvd. and into our neighborhood on St. Cloud and
Bradbury.
This is not safe for all the kids going to school, pedestrians trying to cross the street,
not to mention all the crime it will bring to the neighborhood with people breaking into
cars while people are working out. (This happens at 24 Hr.)
The Village 605 that is going to be built in Los Alamitos is already going to bring
increased traffic to the area. Our community cant handle 4600 more cars a day from LA
Fitness coming in also. Trying to get to the high school or middle schools will be a
nightmare!
We need to stop LA Fitness coming into our neighborhood before it is too late. Once it
comes in it will be too late to say what a mistake it was. We already have 4 large gyms
(2 are LA Fitness) in a 4 mile radius. We don't need another!
Debbie Stea
Rossmoor resident 25 years
From: Debbie Stea []
Sent: Sunday, April 23, 2017 5:04 PM
To: Steven Fowler
Subject: LA Fitness
Mr Fowler
9.0 Responses to Comments
Environmental Impact Report 9-161
My name is John Stea. I am a 25yr Rossmoor resident who opposes a LA Fitness being built in the Rossmoor shopping center. Thi s
is a bad idea and a poor fit for the area. Who would even consider putting a large gym so close to a residential area? I am shocked
this is even being considered! LA fitness is not being honest with the number of members this gym will bring in. They have sa id
they expect about 6500 members. A gym this large needs more members to survive. 24 HR Fitness on Katella a similar size gym
has 17,000 members which account for 70,000 cars a month or roughly 2,400 cars a day. You can call the manager there and check
it out.
We love living in Rossmoor and love going down to Seal Beach to dine and shop to support the small businesses and the
community. The increase in traffic and crime this gym will bring to the area will harm the residents of both our communities. I
think the area where the proposed LA fitness would be located would be a great place for a Nursery. That would add to the area
not detract.
Sincerely
John Stea
9.0 Responses to Comments
9-162 LA Fitness Center
---------- Forwarded message ----------
From: Betty Jane Vandenberg-Stobaugh <jstobaugh@busd.k12.ca.us>
9.0 Responses to Comments
Environmental Impact Report 9-163
Date: Thu, Apr 20, 2017 at 1:33 PM
Subject: LA Fitness
To: smassalavitt@sealbeachca.gov, ssustarsic@sealbeachca.gov, mvaripapa@sealbeachca.gov, tmoore@sealbeach
ca.gov, edeaton@sealbeachca.gov
To whom it may concern,
I frequently shop the Sprouts shopping center. My daughter dances in Los Alamitos and I have short periods of time to
run my errands before needing to pick her up. I understand there is a possibility of an LA Fitness to join the center.
I fear I would have to stop shopping there if that happens. As it is, the street traffic is heavy and with an LA Fitness in
the same location I know I would not have time to run my errands and pick up my daughter in time.
My vote would be not to have an LA Fitness in that area.
Sincerely,
Betty Stobaugh
From: bndstrick@aol.com [mailto:bndstrick@aol.com]
Sent: Monday, April 24, 2017 2:53 PM
To: Steven Fowler
Subject: L A Fitness
This is just another objection to the fitness center. Having lived in Rossmoor since 1966 we have seen man y
changes. Some good and some not so good. But, this is not a good change. There is so much traffic on all
roads leading into the subdivision right now that the entrances are, for the most part, two light changes to turn left
off Seal Beach Blvd. The easiest entrance is at St. Cloud (Montecito) which gives access to the shopping
center. It also goes through the center of the subdivision. It is nearly impossible to cross from the housing side
to the shopping center without taking your life in your hands. Children and adults walk and bike along that road
..... it is scary. If the fitness center goes in there will have to be stoplights installed at some time in the near
future. Anyway .... we are dismayed that the city of Seal Beach and whomever owns that piece of property cannot
find some other less intrusive business to occupy that area.
Thanks for letting us have our say even though we know that it will do no good.
Bill and Donna Strickland
3251 Druid Ln
Rossmoor CA 90720
From: Felice Sussman [mailto:felicesussman55@gmail.com]
Sent: Monday, April 10, 2017 1:59 PM
To: Sandra Massa-Lavitt; Crystal Landavazo
Subject: NO on the LA Fitness Project!
The proposed LA Fitness is a BAD pro ject for our community--the increases in traffic,
noise, and crime and the threat to the safety of our children are all compelling reasons
to REJECT this development.
Even the developer's (JLL) senior vice president, Marty Potts, thinks it's a bad fit f or our
community. Here is a direct quote from him in the OC Register's Sunday newspaper from
April 9, 2017 (Local section; article by Susan Christian Goulding): "Commercial
properties and residential properties just don't live together well".
Thank you in advance for rejecting this project on behalf of our community.
9.0 Responses to Comments
9-164 LA Fitness Center
Felice Sussman
From: Karen Swenson [mailto:napkaren@me.com]
Sent: Friday, April 07, 2017 8:05 AM
To: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian McKinney; Leslie
Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building Official
Subject: Karen Swenson
Please, do not allow tax greed to destroy the safety of Rossmoor. A neighborhood like each one of you would like to
reside in will become far less safe due to huge amounts of traffic along our small Rossmoor streets as resourceful
drivers try to avoid congested Seal Beach Blvd. Please, do not greedily change a neighborhood for tax revenue.
Karen Swenson resident of Rossmoor since 1981
From: Susan Taylor [mailto:susan.taylor389@gmail.com]
Sent: Saturday, April 22, 2017 6:26 PM
To: Steven Fowler
Subject: Stop LA Fitness
Hello Steve,
I spoke to you last week at City Hall. Thank you for your time!
I once again want to voice my opposition to this project as proposed. After reading a BOATLOAD of information about
this center, this is just not the right fit. This space is too small to effectively accomodate such a large building.
Safety, traffic, increased crime, and the continued erosion of our quality of life are the concerns we all have!
We hope we can be heard, and that all will truly listen.
Thanks again,
Susan Taylor
-----Original Message-----
From: Sarah Tello [mailto:smtello77@aol.com]
Sent: Monday, April 24, 2017 12:26 PM
To: Steven Fowler
Subject: LA Fitness
Hi Mr. Fowler - I am a Seal Beach resident and I very concerned about the possible Seal Beach LA Fitness. I believe
this will increase crime and cause traffic congestion to the surrounding neighborhoods. I oppose the development and
hope the new facility develops elsewhere. The Shops at Rossmoor have several large corporate businesses and traffic
issues presently. I believe the new facility is short-sighted and profit centered versus community and safety minded.
Sincerely,
Sarah Tello
Sent from my iPhone
The Los Alamitos-Rossmoor Friends of the Library has taken a position of strong opposition to the
construction of the 37,000 sq.ft. LA Fitness facility to be located in the Shops of Rossmoor for the
following reasons:
3. Proximity. The location of the planned facility is in extreme close proximity to our library, one
of the most highly patronized libraries in the county, serving the communities of Seal Beach,
9.0 Responses to Comments
Environmental Impact Report 9-165
Los Alamitos, Cypress, Rossmoor ; in addition, this location is adjacent to residential
neighborhoods making it incompatible with the area.
4. Traffic/Safety. The impact of increased traffic of approximately 2000 trips per day poses a
major safety problem for our library patrons, especially our school children who use the
library after school hours which is also heavy use time for gyms.
For these reasons, the Los Al-Rossmoor Friends of the Library Board stands in opposition the LA
Fitness project.
Action taken at Los Alamitos-Rossmoor Board Meeting, April 12, 2017
9.0 Responses to Comments
9-166 LA Fitness Center
9.0 Responses to Comments
Environmental Impact Report 9-167
9.0 Responses to Comments
9-168 LA Fitness Center
From: Tatiana Boiko Thoene [mailto:tania.kiev62@gmail.com]
Sent: Monday, April 10, 2017 6:14 PM
To: Leslie Medina
Subject: Please Help Us
Dear Ms. Medina,
My name is Tatiana Thoene, and I reside in the area immediately next to the proposed
site of the LA Fitness facility.
I am sure, you consider it as a good addition to our landscape, but you are not living in
this area, and it is hard for you to estimate the impact of such a huge construction and a
future site.
Our neighborhood is already suffering from extensive traffic, the area becomes less safe,
and there are fewer walking routes here.
I know, we are not entitled to all the open parking area (I park underground and parking
is not my concern at all), but it will be better served with a cluster of smaller, and more
intimate facilities - like maybe family restaurants or cafes.
Something, that will dramatically increase traffic, reduce safety, create noise, and affect
people living here, is not really welcomed.
Please be considerate to us. Please put this facility elsewhere.
Thank you.
Tatiana Thoene
12200 Montecito Rd, Unit D209
Seal Beach CA 90740
9.0 Responses to Comments
Environmental Impact Report 9-169
From: Bill Thomas [mailto:btpolarbears@gmail.com]
Sent: Thursday, April 06, 2017 3:44 PM
To: Zoe
9.0 Responses to Comments
9-170 LA Fitness Center
Cc: Sandra Massa-Lavitt; Mike Varipapa; Ellery A. Deaton; Steven Fowler; Brian McKinney; Leslie
Medina; michelle.steel@ocgov.com; Schelly Sustarsic; Thomas Moore; Crystal Landavazo; Building Official
Subject: Re: LA Fitness Project SB
TRAFFIC, TRAFFIC, TRAFFIC, TRAFFIC
BUSIER STREETS,
MORE VEHICLE NOISES,
MORE FUMES
LOST PARKING SPACES....
THAT'S WHAT A BIG CORPORATION GYM.
L A FITNESS WOULD BRING...
NO, WE DON'T NEED ANY OF IT !!!!
From: jmwagoner []
Sent: Saturday, April 22, 2017 8:05 PM
To: Steven Fowler
Subject: LA FITNESS
I know you were at the Environmental Impact Review Council meeting and heard all of the comments regarding LA
Fitness. I would like to emphasize again that we are in Opposition to it and would hope you would vote against it. It just
isn't a good business to be in a neighborhood residential area.
We are not opposed to a business going in that parking lot just not a gym with so many negatives of traffic, noise,
pollution and long business hours .
Please respect our wishes to maintain our neighborhood as a Charming and unique neighborhood.
We don't wish for our area to be impacted with more traffic.
It won't matter to you if you don't live in this area, but if it goes through it will make a huge negative difference to the
surrounding neighbors.
You can make a positive difference by voting against this project.
Sincerely from a 36 yr. resident,
Jim and Janet Wagoner
Sent from my Verizon, Samsung Galaxy smartphone
April 15, 2017
Steve Fowler
9.0 Responses to Comments
Environmental Impact Report 9-171
Assistant City Planner, City of Seal Beach
Department of Community Development
211 Eighth Street
Seal Beach, CA 90740
RE: Severe negative impact of proposed fitness center in Shops at Rossmoor
Dear Mr. Fowler:
It appears that JLL/Marty Potts are again intent on creat ing a fitness center in the Shops at
Rossmoor. Despite their rosy language to “provide a great retail experience that is aligned with
the needs and desires of our customers” I have an opposite view as to the experience and effect
such a fitness center would have on the local community. My concerns center on a number of
issues but the most critical negative impact would be from:
1. Traffic-Despite any and all efforts to direct traffic to Seal Beach Boulevard it is completely
apparent that the majority of traffic will quickly find the shortest route is via Montecito Road through
Rossmoor. I spoke to the traffic engineer, at length, and viewed their measures. I have absolutely
no doubt that there will be a marked increase in traffic in Rossmoor with an ex pected increase in
accidents/incidents and a seriously lowered level of safety for residents including children. Their
“estimates” for traffic on Montecito are clearly “guesses” and ignore common sense. Traffic within
the Shops at Rossmoor is already horribly congested and makes for a situation and place I try to
avoid currently because of the danger of driving within it. This will be significantly worsened by the
proposed construction and exploding amount of traffic
2. Safety- With the expected increase in traffic through Rossmoor and the knowledge that
surge times for attendance at a fitness center seem to parallel school opening and closing times I
have a very strong concern that should this fitness center be built there will be a corresponding
decrease in the safety of school children, as well as residents, during those times particularly.
3. Crime- Fitness centers are known to be “hot spots” for crime. It is no secret that anyone
entering a gym will likely be there for at least one hour. As such , it is all too common to have such
places staked out by groups of criminals with the intent of car break -ins. Any female entering the
gym without a purse almost certainly has one in their car and becomes a target. It would be
impossible for Seal Beach to station a police unit at the fitness facility from 5 AM to 11 PM to prevent
this. The location is secluded enough to make this a very real concern. My wife had exactly just
such an incident at the 24 hour Fitness Center in Cypress recently. The Cypress police related that
this is exceptionally common and opening such a center at the Shops at Rossmoor only invites a
higher level of crime into Seal Beach and also into Rossmoor itself.
I have a much longer list of additional negative impacts such a fitn ess center would have on my
community, Rossmoor, but the above seem to be the most critical. Despite the letter from Marty
Potts suggesting there is an ever-growing interest in such a fitness center to be built, I remain
totally unconvinced there is any such interest. I am aware of an extremely strong concern in the
community that such a center will be a severely negative influence. More traffic, more crime, more
congestion in a space that is severely impacted currently does not match up with JLL’s notio n of an
experience “aligned with the needs and desires of our customers”. I strongly urge you and the
Planning Commission to do everything in your power to deny permission to build this fitness center.
James Wethe
3102 Inverness Drive
Los Alamitos, CA 90720
9.0 Responses to Comments
9-172 LA Fitness Center
Cell (213) 819-6354
From: Michael Wheaton [mailto:michaeldwheaton@gmail.com]
Sent: Monday, April 24, 2017 4:52 PM
To: Steven Fowler
Subject: Against adding an LA Fitness to Rossmoor
Steve Fowler,
Here are a few of the many reasons why adding LA Fitness to the Rossmoor shopping center is a very bad idea.
Traffic
• Already heavy traffic on entire boulevard, especially during school drop off and pick up times
• Due to the heavy traffic on the entire boulevard, drivers will then take a short cut through Rossmoor. Rossmoor
is a residential neighborhood, not a major boulevard, but will become one if the gym goes in.
• Even if you make an extra lane on Rossmoor Center Way, you can’t do anything about the back-up due to
customers walking into/out of Sprouts. It is already backed up and is extremely unsafe. It will only be worse.
• How will emergency response vehicles get thru the congested traffic?
• At its own cost, the school district has even begun a program offering low cost bus service to all the schools from
Seal Beach, Los Alamitos, and Rossmoor due to the fact that there is already too much traffic
• For the first time in decades, the district has had to stagger the start times of all the elementary schools to help
with the congestion of traffic. Why do we want to add more traffic? Noise
• EIR report should take into account slamming car doors, trunk lid, etc.
• EIR report doesn’t address conversation of gym clients in close proximity of residential properties
• EIR doesn’t mention car or motorcycle engines starts and revving near residential property
• Car alarms sounding right next to residential property line to the west-these can reach the vicinity of 90 DBA and
fifty percent duty cycle for minutes at a time-where is this accounted for?
• Report fails to account for increase in noise due to replacement of landscaping on Seal Beach Blvd and Rossmoor
Center Way. Is that why noise measurements at other LAF locations could not be used?
• Report does not address the reflective properties of the building itself. Along Rossmoor Center Way, there is an
existing cinderblock wall and the huge gym will create a reverberation chamber amplifying traffic noise and reflecting it
into bedroom windows to the north.
Hazardous Materials
• Concentrated chlorine or oxidizer & acids are part of the routine cleaning of swimming pools/athletic eq uipment.
There is no mention of a loading dock or storage for these materials.
• Shouldn’t the proximity to residences mandate the preparation of a hazardous materials and emergency response
plan, given the use of toxic chemicals used? Parking
• Effective May 31, 2017 no parking from the condos will be allowed, thus moving them onto streets of Rossmoor.
These cars belong to Seal Beach residents and now are being forced to park in front of Rossmoor residences. Is this
being a nice neighbor?
• This parking issue is a community, city problem. The city created it? What is Seal Beach going to do about it?
Aesthetics
• Loss of landscaping on Seal Beach Blvd where left turn lane is extended will result in a more “industrial” look
more akin to City of Industry or Santa Ana-Why is this no impact?
• Is applicant saying the aesthetic improvement at the Shops which was part of its own redevelopment plan years
ago be razed when it suits it desire for expansion?
• Will applicant bull-doze trees & landscaping in the proposed project when it discovers that the parking is
inadequate? Alternatives
• Why should the community now be “held hostage” due to poor planning of the developer years ago?
• Seems like an extension of the “boutique shopping” theme adopted elsewhere at the center could do much to
provide revenue to the owner, and to the city.
• Why aren’t the natural addition of sheoes, sporting goods, or small hardware store not part of the roadmap?
Public Safety / Crime
• Large population of elderly persons in our community (including coming from Leisure World) who are driving and
walking in and through Shops at Rossmoor. The added traffic and congestion from the LA Fitness will create a potentially
dangerous condition to the elderly community.
9.0 Responses to Comments
Environmental Impact Report 9-173
• Large population of school aged children in our community. There are four elementary schools (grades K -5
including pre-school aged children at the Child Development Centers at the various school sites) in Rossmoor. Children
from Rossmoor, Los Alamitos, Rossmoor Highlands, Seal Beach (CPE and CPW) as well as surrounding cities attend
the elementary schools as well as the two middle schools (Oak and McAuliffe) and Los Alamitos High School. Children
drive, bike, walk and bus to school.
• The Los Alamitos Unified School District has also implemented a “Walk to School” program encouraging children
to walk to school in an effort to reduce and relieve traffic and congestion.
• To respond to complaints and concerns about large amount of school -related traffic and safety of students, the
Los Alamitos Unified School District instituted staggered start times/dismissal times for the schools. The staggered
start/dismissal times are an effort to reduced and relieve traffic and congestion.
• The Rossmoor/Seal Beach branch of the Orange County Library is situated along Montecito (on the curve between
St. Cloud and Rossmoor Center Way). In addition to the general members of the community who visit the library, children
visit the library. The library is located along the route of persons going to the proposed LA Fitness which will increase
traffic and congestion in the area of the library which will threaten the safety of children.
• Increased traffic and congestion from the proposed LA Fitness will result in delays in emergency vehicles (fire,
police, ambulance) responding to the Shops at Rossmoor as well as the other businesses along Los Alamitos/Seal
Beach Blvd., and the residents in Rossmoor, Ross moor Highlands, Los Alamitos and Seal Beach.
• Increased crime from the proposed LA Fitness. Generally speaking, gyms attract organized crime including
breaking into cars in the parking lot (knowing the owners are in the gym) and breaking into gym lockers. The LA Fitness
will invite crime into the neighborhood.
Sincerely,
Michael Wheaton
Rossmoor Resident
From: Shari White [mailto:swhitegal@yahoo.com]
Sent: Friday, April 21, 2017 2:53 PM
To: Steven Fowler
Subject: Opposed to LA Fitness
I have been a Rossmoor resident since 1992 and I have seen a lot of changes in our area most of which I
appreciate, however, there has to be a point where the building MUST STOP!! I am not sure if you have ever
tried to get into the intersection in question on a weekend, around 5:00pm or god forbid the holiday season. It is
already a problem especially with the walking traffic in front of Sprouts. The traffic constantly backs up there. This
is a HORRIBLE idea to put a LA Fitness back there. At least consider the former Marie Calendars building that
has been sitting empty for years. (I would prefer a nice restaurant go there but apparently they are having tr ouble
getting takers probably because of the high rent). Please also consider the additional traffic that will be coming
from Katella Ave and the new business being built in the 605 Center. Our quaint little neighborhood is quickly
turning into a downtown type neighborhood which is NOT what any of us want. I will continue to fight this along
with my neighbors for a long as we have to. This shopping center does NOT need anything more. You should
concentrate on filling the spots that are vacant!
Thank you for your time!
Shari White
From: Michael & Lynne Wilson [mailto:wilsonhome1@gmail.com]
Sent: Saturday, April 22, 2017 1:22 PM
To: Steven Fowler
Cc: coalitionagainstlafitness@gmail.com
Subject: Opposition for Proposed LA Fitness Please Read
Steve Fowler,
9.0 Responses to Comments
9-174 LA Fitness Center
I have been a resident of Rossmoor for 25 years and my husband and I raised o ur
2 children here. They both attended Lee Elementary School, McAuliffe Middle
School and Los Alamitos High School. We moved here, specifically to Rossmoor
from New Jersey because of a job promotion for my husband. It's amazing we
moved from across the United States and found the most amazing neighborhood
like Rossmoor. We have embraced this community and continue to enjoy our full
active lives here.
I am writing to you to implore you to reconsider the proposed LA Fitness in our
backyard! If you have ever driven your car down Los Alamitos Boulevard during
school hours, morning, mid-afternoon and also during rush our time 4-6 pm you
would know that there is ALREADY HEAVY TRAFFIC. Because of this heavy traffic
which affects the boulevard, drivers take short cuts through Rossmoor, making our
community a thoroughfare. When my husband and I purchased our home 25 years
ago, we bought in a residential neighborhood, not a major boulevard. We have
countless gyms within a few miles of our home and so does Seal Beach. WHY DO
WE NEED another gym, especially the SIZE of LA FITNESS??? We do not! This
money will obviously benefit Seal Beach, but it is in Rossmoor's backyard, bringing
down our quality of life significantly!
Effective May 31st, I understand that no parking from the condos will be allowed
behind Sprouts, moving them into the streets of Rossmoor. These cars belong to
Seal Beach residents and now are being forced to park in front of Rossmoor resident
homes. Is this really fair to us?? The way I see it, Seal Beach gets all the revenue
and Rossmoor gets all the traffic, unsafe roads, noise, pollution, inconvenience and
we become an unsafer community as a whole.
This parking issue is a community, city problem. The city of Seal Beach created this
problem, what is Seal Beach going to do about it????
Safety is also a HUGE ISSUE!!!! If you have ever driven down Montecito at any time
if day you would AGREE that if a gym the size if LA FITNESS is allowed to be built,
pedestrians, young and old in our neighborhood are at risk of being hit by a car. We
have lots of children who walk, and ride bikes to school, to play with friends, to go
to the parks in their neighborhood. We also have many senior citizens who walk
the neighborhood for exercise. I cannot imagine the traffic coming out of the back
of Sprouts onto Montecito if a HUGE GYM is built. This seems incredibly short-
sighted and a terrible mistake when the only driving factor is $$$$$ and not
quality of life, safety, pollution control, crime prevention, noise control, traffic
control, on an already incredibly congested area of Los Al Blvd and Montecito.
9.0 Responses to Comments
Environmental Impact Report 9-175
Please sir, look at your conscience and decide if you wouldn't feel the same way if
you lived in our neighborhood, and see all of the reasons tha t this LA Fitness in our
backyard is a bad idea.
Lynne Wilson
Rossmoor Resident 25 years
11382 Drysdale Lane
Rossmoor 90720
562-594-0498
I am writing to express my strong opposition to the proposed LA Fitness Project. There are
many reasons this project is not a good fit for that site. You know these various reasons from
hearing from the community at the City Council meetings so I won’t li st them again for you.
There are many other types of businesses that are a good fit that would bring in more tax
revenue than this elephantine gym.
This proposed titanic-sized gym will create many impacts on the surrounding residents. You
know this. Why are you ignoring the facts? Why are you ignoring the larger community that
supports the Shops at Rossmoor and provides The City with tax revenue?
Those in your community (Los Alamitos, Rossmoor and Seal Beach) can vote with their
dollars and choose to no longer shop at The Shops at Rossmoor. We all survived before the shops
were there. We can do it again. There are many other places we frequent during the week in our
travels for work, children’s activities, etc. and we can exercise our dollars to get you to understand
THIS IS A BAD FIT FOR THE COMMUNITY.
Have you read about the crime that follows the installation of every LA Fitness that is bui lt?
If you haven’t, please go to Google and type in “LA Fitness Brings Crime” or “LA Fitness Equals
Crime” and read all about it. That would be another reason for me to not venture into the Shopping
Center.
Whatever little amount you gain as a city by putting in this gym, you will lose several times
over when you lose patrons and when the Seal Beach Police department must hire additional
officers, hire more dispatchers, buy more patrol cars, etc. to deal with the crime.
9.0 Responses to Comments
9-176 LA Fitness Center
Please vote wisely on this project. Put in something that is a better fit for the site and the
community. Thank you for helping to preserve the wonderful quality of our community.
Sherri Witkowski, 3041 Copa de Oro Dr., Los Alamitos, CA 90720
From: pete wu [mailto:china7908@gmail.com]
Sent: Thursday, April 06, 2017 2:05 PM
To: Steven Fowler
Subject: NO to LA Fitness
Hi Steve,
My name is Pete and my family and I live on the hill. Seal Beach Boulevard is already bad enough t hroughout the day
due to the old drivers from Leisure World, commuters, distracted cell phone using drivers, and those who can't decide
which shopping center they want to turn into. And I haven't even brought up those who can't seem to find where their
on-ramp is.
Having LA Fitness go into the Rossmoor Shopping Center would make the traffic exponentially worse.
Please consider turning down the request to put up a location in Seal Beach from LA Fitness.
Thank you,
Pete Wu
1/27/17
From: David Zawolkow [mailto:dave@modernsignspress.com]
Sent: Tuesday, January 10, 2017 8:33 AM
To: Steven Fowler
Subject: Fitness Addition
Nothing has changed from the previous proposal. All of the prior resulting pro blems still exist without any indication of
resolution. The time lapse certainly will not have any effect on the council's original rejection. While we locals appreciate
the benefits provided by the product availability at the various stores, traffic in and around the shopping area is
increasingly more of a problem.
David Zawolkow (Rossmoor resident, Los Alamitos business owner and Seal Beach customer)
From: Robert Zato [mailto:papa1z@yahoo.com]
Sent: Thursday, April 20, 2017 9:24 AM
To: Sandra Massa-Lavitt; Schelly Sustarsic; Mike Varipapa; Thomas Moore; Ellery A. Deaton; Crystal Landavazo;
Steven Fowler; Steven Fowler; +buildingofficia@sealbeachca.gov; Brian McKinney; Leslie Medina
Subject: LA Fitness Club
9.0 Responses to Comments
Environmental Impact Report 9-177
Recently I was returning from Temecula along the I-15
freeway. I noticed a few LA Fitness buildings alongside
the freeway as I drove home. Two were in shopping
centers sandwiched between other businesses and I
think one was sort of out by itself just off the
freeway. The big difference with your proposal to put
a LA Fitness center in the shopping center is that your
choice of location could not be worse. It will be
sandwiched in next to condominiums where people are
CURRENTLY LIVING. The clubs I saw were alongside
the freeway, away from private housing where they
belong. Your choice for the Rossmoor Center could not
be worse. How would you like to be living there and
every night at 11PM (while you’re trying to sleep)
you’re awoken by car doors slamming and people
talking loudly as they leave the club. Please consider
the people who are living in those condos! YOUR
CHOICE OF LOCATION COULD NOT BE WORSE! Put the
club out next to Seal Beach Blvd where it will not
disturb people living in the condos!
I live just down the street on Copa de Oro and I’m sure
people will be parking in front of my house because
there will not be enough parking by the club!
Bob Zato
9.0 Responses to Comments
9-178 LA Fitness Center
9.0 Responses to Comments
Environmental Impact Report 9-179
From: Lydia Zuvich [mailto:lydiazuvich@yahoo.com]
Sent: Friday, April 14, 2017 7:52 PM
To: Steven Fowler
9.0 Responses to Comments
9-180 LA Fitness Center
Subject: Oppose proposed LA F itness in Seal Beach
We oppose the proposed LA Fitness in Seal Beach. There's already too much traffic in the
Rossmore Shopping Center area and adding this fitness center will be terrible for safety.
We live in CPE and already have two LA Fitness locations close by with one on Valley
View, Garden Grove and the other on Bellflower, Long Beach. We know that crime in the
neighborhoods has increased at the Garden Grove location. There are often car break -ins
at the GG parking lot LA Fitness location. We believe it's unfair to the condo residents
that park their cars behind Sprouts, should LA Fitness take away their parking area. Leave
this property alone, leave it as it is.
Again we want to state our opposition of the Seal Beach proposed LA Fitness.
Thank you for your time.
Regards, Leo and Lydia Zuvich
MIG, Inc. 537 S. Raymond Avenue, Pasadena, CA 91105
www.migcom.com
JUNE 2017
LA Fitness Health Club
Final Environmental Impact Report
State Clearinghouse Number: 2017011033
Volume II: Appendices
FINAL
ENVIRONMENTAL IMPACT REPORT
Volume II of II
LA FITNESS HEALTH CLUB
State Clearinghouse No. 2017011033
Lead Agency
City of Seal Beach
211 Eighth Street
Seal Beach, CA 90740
June 2017
Environmental Impact Report – Appendices TOC-1
Table of Contents – Volume II
Appendix A: LA Fitness Health Club Initial Study
Appendix B: Notice of Preparation Comment Letters
Appendix C: Air Quality Worksheets
Appendix D: Assessment of Environmental Noise: Rossmoor Health Club Seal Beach
Appendix E: Traffic Analysis: Health Club Within The Shops at Rossmoor
Appendix F: Orange County Traffic Engineering Rossmoor Traffic Study
Appendix G: Collision Report Summary, Orange County Traffic Engineering Department
Appendix H: Memo on Additional Long-Term Noise Monitoring
Table of Contents
TOC-2 Table of Contents
Appendix A:
LA Fitness Health Club
Initial Study
APPENDIX A:
LA Fitness Health Club
Initial Study
Lead Agency:
City of Seal Beach
Department of Community Development
211 Eighth Street
Seal Beach, California 90740
Consultant to the City:
MIG, Inc.
537 S. Raymond Avenue
Pasadena, CA 91105
December, 2016
- This document is designed for double-sided printing -
LA Fitness Health Club i
Table of Contents
1 Introduction ......................................................................................................... 1
1.1 – Purpose of CEQA ....................................................................................... 1
1.2 – Public Comments ....................................................................................... 2
1.3 – Availability of Materials .............................................................................. 3
2 Project Description ............................................................................................... 5
2.1 – Project Title .............................................................................................. 5
2.2 – Lead Agency Name and Address .................................................................. 5
2.3 – Contact Person and Phone Number .............................................................. 5
2.4 – Project Location......................................................................................... 5
2.5 – Project Sponsor’s Name and Address ........................................................... 5
2.6 – General Plan Land Use Designation .............................................................. 5
2.7 – Zoning District .......................................................................................... 5
2.8 – Project Description..................................................................................... 5
2.9 – Environmental Setting ................................................................................ 7
2.10 – Required Approvals .................................................................................... 8
2.11 – Other Public Agency Whose Approval Is Required .......................................... 8
3 Determination .................................................................................................... 15
3.1 – Environmental Factors Potentially Affected .................................................. 15
3.2 – Determination ......................................................................................... 15
4 Evaluation of Environmental Impacts ................................................................. 17
4.1 – Aesthetics ............................................................................................... 17
4.2 – Agriculture and Forest Resources ............................................................... 20
4.3 – Air Quality .............................................................................................. 22
4.4 – Biological Resources ................................................................................ 26
4.5 – Cultural Resources ................................................................................... 29
4.6 – Geology and Soils .................................................................................... 31
4.7 – Greenhouse Gas Emissions ....................................................................... 35
4.8 – Hazards and Hazardous Materials .............................................................. 37
4.9 – Hydrology and Water Quality .................................................................... 42
4.10 – Land Use and Planning ............................................................................. 46
4.11 – Mineral Resources.................................................................................... 47
4.12 – Noise ..................................................................................................... 48
4.13 – Population and Housing ............................................................................ 55
4.14 – Public Services ........................................................................................ 57
4.15 – Recreation .............................................................................................. 59
4.16 – Transportation and Traffic ......................................................................... 60
4.17 – Utilities and Service Systems .................................................................... 64
4.18 – Mandatory Findings of Significance ............................................................ 68
5 References ........................................................................................................ 70
5.1 – List of Preparers ...................................................................................... 70
5.2 – Persons and Organizations Consulted ......................................................... 70
Table of Contents
ii Initial Study
List of Tables
Table 1 South Coast Air Basin Attainment Status – Orange County ......................................... 23
Table 2 Vibration Damage Potential Threshold Criteria .......................................................... 51
Table 3 Vibration Annoyance Potential Threshold Criteria ...................................................... 51
Table 4 Distance to Vibration Receptors .............................................................................. 51
Table 5 Construction Vibration Impacts ............................................................................... 52
LA Fitness Health Club iii
List of Exhibits
Exhibit 1 Regional Context Vicinity Map ................................................................................. 9
Exhibit 2 Site Plan ............................................................................................................ 10
Exhibit 3 Floor Plan........................................................................................................... 11
Exhibit 4 Project Elevations ............................................................................................... 12
Exhibit 5 Access Improvement Options ............................................................................... 13
Table of Contents
iv Initial Study
LA Fitness Health Club 1
1 Introduction
The City of Seal Beach (Lead Agency) has received an application for a Conditional Use Permit
prepared by CPT Shops at Rossmoor, LLC (project proponent) for the development of a health
club on the south side of Rossmoor Center Way, west of Seal Beach Boulevard. Approval of the
applications constitutes a project that is subject to review under the California Environmental
Quality Act (CEQA) 1970 (Public Resources Code, Section 21000 et seq.) and the State CEQA
Guidelines (California Code of Regulations, Section 15000 et seq.).
A previous Draft Initial Study and Mitigated Negative Declaration (IS/MND) was prepared for a
similar, prior application in April, 2016 and circulated for public review for a 20-day period. A Final
IS/MND and a Response to Comments document were prepared in June, 2016 for public hearings.
Prior to final City Council action, the applicant withdrew the application. A new application has
been filed for essentially the same project. This Initial Study has been prepared for the new
application and to address additional public comments from the public hearing process for the
prior application. This Initial Study has been prepared to assess the short-term, long-term, and
cumulative environmental impacts that could result from the proposed health club. This report
has been prepared to comply with Section 15063 of the State CEQA Guidelines, which sets forth
the required contents of an Initial Study. These include:
A description of the project, including the location of the project (see Section 2)
Identification of the environmental setting (see Section 2.9)
Identification of environmental effects by use of a checklist, matrix, or other methods,
provided that entries on the checklist or other form are briefly explain ed to indicate that
there is some evidence to support the entries (see Section 4)
Discussion of ways to mitigate significant effects identified, if any (see Section 4)
Examination of whether the project is compatible with existing zoning, plans, and other
applicable land use controls (see Section 4.10)
The name(s) of the person(s) who prepared or participated in the preparation of the Initial
Study (see Section 5)
1.1 – Purpose of CEQA
The body of state law known as CEQA was originally enacted in 1970 and has been amended a
number of times since. The legislative intent of these regulations is established in Section 21000
of the California Public Resources Code, as follows:
“The Legislature finds and declares as follows:
a) The maintenance of a quality environment for the people of this state now and in the future is
a matter of statewide concern.
b) It is necessary to provide a high-quality environment that at all times is healthful and pleasing
to the senses and intellect of man.
c) There is a need to understand the relationship between the maintenance of high -quality
ecological systems and the general welfare of the people of the state, including their
enjoyment of the natural resources of the state.
d) The capacity of the environment is limited, and it is the intent of the Legislature that the
government of the state take immediate steps to identify any critical thresholds for the health
and safety of the people of the state and take all coordinated actions neces sary to prevent
such thresholds being reached.
e) Every citizen has a responsibility to contribute to the preservation and enhancement of the
environment.
Introduction
2 Initial Study
f) The interrelationship of policies and practices in the management of natural resources and
waste disposal requires systematic and concerted efforts by public and private interests to
enhance environmental quality and to control environmental pollution.
g) It is the intent of the Legislature that all agencies of the state government which regulate
activities of private individuals, corporations, and public agencies which are found to affect the
quality of the environment, shall regulate such activities so that major consideration is given
to preventing environmental damage, while providing a decent home and satisfying living
environment for every Californian.
The Legislature further finds and declares that it is the policy of the State to:
h) Develop and maintain a high-quality environment now and in the future, and take all action
necessary to protect, rehabilitate, and enhance the environmental quality of the state.
i) Take all action necessary to provide the people of this state with clean air and water,
enjoyment of aesthetic, natural, scenic, and historic environmental qualities, and freedom
from excessive noise.
j) Prevent the elimination of fish or wildlife species due to man's activities, insure that fish and
wildlife populations do not drop below self-perpetuating levels, and preserve for future
generations representations of all plant and animal communities and examples of the major
periods of California history.
k) Ensure that the long-term protection of the environment, consistent with the provision of a
decent home and suitable living environment for every Californian, shall be the guidin g
criterion in public decisions.
l) Create and maintain conditions under which man and nature can exist in productive harmony
to fulfill the social and economic requirements of present and future generations.
m) Require governmental agencies at all levels to develop standards and procedures necessary to
protect environmental quality.
n) Require governmental agencies at all levels to consider qualitative factors as well as economic
and technical factors and long-term benefits and costs, in addition to short-term benefits and
costs and to consider alternatives to proposed actions affecting the environment.”
A concise statement of legislative policy, with respect to public agency consideration of projects
for some form of approval, is found in Section 21002 of the Public Resources Code, quoted below:
“The Legislature finds and declares that it is the policy of the state that public agencies should
not approve projects as proposed if there are feasible alternatives or feasible mitigation
measures available which would substantially lessen the significant environmental effects of
such projects, and that the procedures required by this division are intended to assist public
agencies in systematically identifying both the significant effects of proposed projects an d the
feasible alternatives or feasible mitigation measures which will avoid or substantially lessen such
significant effects. The Legislature further finds and declares that in the event specific
economic, social, or other conditions make infeasible such project alternatives or such
mitigation measures, individual projects may be approved in spite of one or more significant
effects thereof.”
1.2 – Public Comments
Comments from all agencies and individuals are invited regarding the information contained in
this Initial Study. Such comments should explain any perceived deficiencies in the assessment of
impacts, identify the information that is purportedly lacking in the Initial Study , or indicate where
the information may be found. All comments on the Initial Study are to be submitted to:
Introduction
LA Fitness Health Club 3
Crystal Landavazo, Senior Planner
City of Seal Beach Department of Community Development
211 Eighth Street
Seal Beach, California 90740
(562) 431-2527
clandavazo@sealbeachca.gov
Following a 30-day period of circulation and review of the Initial Study, all comments will be
considered by the City of Seal Beach prior to adoption.
1.3 – Availability of Materials
All materials related to the preparation of this Initial Study are available for public review. To
request an appointment to review these materials, please contact:
Crystal Landavazo, Senior Planner
City of Seal Beach Department of Community Development
211 Eighth Street
Seal Beach, California 90740
(562) 431-2527
Introduction
4 Initial Study
LA Fitness Health Club 5
2 Project Description
2.1 – Project Title
LA Fitness Health Club
2.2 – Lead Agency Name and Address
City of Seal Beach
Department of Community Development
211 Eighth Street
Seal Beach, CA 90740
2.3 – Contact Person and Phone Number
Crystal Landavazo, Senior Planner
(562) 431-2527
2.4 – Project Location
The project encompasses a portion of the existing The Shops at Rossmoor shopping center,
located at 12411 Seal Beach Boulevard in the City of Seal Beach (APN 086-492-079). The
project site is located on the northwestern most portion of the shopping center parking lot
on Rossmoor Center Way between Seal Beach Boulevard and Montecito Road (see Exhibit 1,
Regional Context and Vicinity Map). The site is bounded by residential uses to the west and
north, a Sprouts grocery store and Marshall’s department store to the east, and the retail
stores Home Goods and PetSmart to the south (see Exhibit 2, Site Plan).
2.5 – Project Sponsor’s Name and Address
CPT Shops at Rossmoor, LLC
Two Seaport Lane
Boston, MA 02210-2021
2.6 – General Plan Land Use Designation
Commercial General
2.7 – Zoning District
GC – General Commercial
2.8 – Project Description
The proposed project includes the construction of a 37,000-square-foot private health club
on approximately 5.28 acres within the existing Shops at Rossmoor retail development (see
Exhibit 2, Site Plan).
Project Design
The proposed project is a single-story private health club comprising 37,000 square feet of
floor space. Facilities in the health club would include free weights, circuit training, a pool, a
Project Description
6 Initial Study
basketball court, separate rooms for aerobics and spinning, a personal training room, men’s
and women’s showers and lockers, a hot yoga studio, a physical therapy room, and a
children’s area (see Exhibit 3, Floor Plan).
Because the project would be constructed on an existing parking lot, construction of the
health club would require the removal of 87,500 square feet of existing asphalt surfaces,
installation of 56,800 square feet of new asphalt surface, application of 119,065 square feet
of slurry fill on the existing undisturbed asphalt, and restriping the entire 175,865-square-
foot parking lot once the health club center is constructed. The project site plan includes
16,795 square feet of ornamental landscaping around the perimeter of the health club and
within parking lot planters.
Architecturally (see Exhibit 4, Project Elevations), the building would consist of a painted
concrete tilt-up wall system accented with a prefabricated metal panel shell finish system.
The entryway would consist of anodized aluminum. Painted plaster and simulated wood
paneling would also be used on the building exterior. An internally illuminated sign with 40-
inch-high letters will adorn the building façade on the south side. The building would have a
stepped massing from 24 feet in height at the side and rear to 28 feet at the entryway to 35
feet at the highest point of the parapet holding the illuminated sign . The molding along the
top of the building and arcade features would be finished with decorative cornices. Finally,
images portraying individuals engaging in physical fitness activities are proposed to be
placed on the rear and side building elevations.
Circulation
The applicant proposes two options for providing and improving vehicular access to the
health club (see Exhibit 5, Access Improvements Option). Currently, the primary access to
the north end of the shopping center is via Rossmoor Center Way. Two existing driveways
provide immediate access to the proposed health club pad : a 40-foot-wide driveway just
west of the proposed pad (which will be converted to a 36-foot driveway to accommodate
proposed new parking) and a 36-foot-wide driveway just east of the proposed pad. Both
driveways currently provide ingress and egress in a north-south direction into and out of the
Shops at Rossmoor shopping center onto Rossmoor Center Way. In addition to reconfiguring
the westernmost driveway, the applicant proposes to add another lane on Rossmoor Center
Way between Seal Beach Boulevard and Sprouts (Option 1).
Option 2 consists of using the two existing driveways on Rossmoor Center Way as described
under Option 1, but with no extra lane added to Rossmoor Center Way. Instead, the
applicant would add a new southbound right-turn-in only driveway on Seal Beach Boulevard
approximately 500 feet south of Rossmoor Center Way (immediately north of Verizon
Wireless store). This new driveway would provide a new alternative access into the Shops
at Rossmoor center for all users.
Entrance to the Shops at Rossmoor site is also provided via a 44-foot-wide entrance on Seal
Beach Boulevard opposite the entrance to the Target store. Under Option 2, four driveways
will provide direct access into the center of the project site for both future users of the site
and emergency services. In its existing condition, the 40-foot-wide driveway (west of the
proposed health club) is flanked on the west side by a sidewalk that runs for 350 feet
parallel to the drive aisle. This barrier forms an enclosed area west of the proposed project
site.
Additional curb barriers would be provided within the site to provide a separation between
north and south sections of the parking lot. The shopping center operator proposes this
configuration to encourage patrons visiting the Home Goods and PetSmart retail stores to
park close to those locations and visitors to the health club to park close to that use.
LA Fitness Health Club 7
Utilities
The site is fully served by utilities. An eight-inch water main runs west along Rossmoor
Center Way before turning south under the existing 40 -foot-wide driveway east of the
project site. This main also serves the adjacent condominium development. Project
construction would necessitate the capping of the existing water main under the proposed
project site, extending the main under the 40-foot-wide driveway farther south, and
constructing a new eight-inch main to run west from the driveway approximately 100 feet
south and perpendicular to the existing main . Lateral connections would be made to this
new water main.
Project Operation
The health club would provide membership-based fitness services, including access to
exercise equipment, group fitness classes, and personal fitness training. The health club is
proposed to operate seven days a week. Hours of operation would be 5:00 A.M. to 11:00
P.M. Monday through Friday, 5:00 A.M. to 10:00 P.M. on Saturdays, and 8:00 A.M. to 8:00
P.M. on Sundays.
Off-Site Improvements
A traffic analysis was prepared by LSA Associates, Inc. to identify any potential traffic
impacts resulting from the development of the proposed health club. The traffic analysis
found that all study area facilities are anticipated to operate at satisfactory conditions per
City standards. However, the analysis did find that the northbound left -turn pocket at the
intersection of Seal Beach Boulevard and Rossmoor Center Way currently experiences
queuing issues and would require improvements. The intersection is bounded by a
landscaped median along Seal Beach Boulevard and a southbound left-turn pocket that
provides access to the Target shopping center southeast of the intersection. The
northbound left-turn movement currently experiences queuing that extends past the
existing left-turn pocket during periods of peak demand . Improvements to the existing
configuration is proposed to handle additional queuing that results from the project . This
issue and improvements are discussed in Section 4.16 of this Initial Study.
Project Construction
Project construction is anticipated to begin in late 2017, with completion by mid-2018.
Construction would require demolition of existing asphalt paving on the project site.
Construction program defaults were used for air quality and greenhouse gas emissions for a
conservative estimate of timeframes and resulting emissions. The default construction
schedule is as follows:
Phase Total Days
Demolition 20
Site Preparation 10
Grading 20
Building Construction 63
Paving 20
Architectural Coating 20
2.9 – Environmental Setting
The project site is located within a built-out and completely urbanized area along Seal Beach
Boulevard and Rossmoor Center Way. The project site currently is used as parking for the
Shops at Rossmoor. The project site is surrounded by commercial and resid ential land uses,
and the area is completely urbanized. Nominal ornamental landscaping is located on the
Project Description
8 Initial Study
existing parking area. The project site sits at an elevation of approximately 16 feet above
sea level on land that slopes gently in a westerly direction.
The proposed project site currently is an asphalt parking lot that provides parking for the
Shops at Rossmoor shopping center. The Shops at Rossmoor is located in the City of Seal
Beach. Surrounding uses include single-family residential, multifamily, and commercial.
Surrounding Land Uses
Direction General Plan Designation Zoning District Existing Land Use
Project
Site Commercial General GC – General Commercial Parking
North Residential High Density RHD-46 – Residential High
Density Condominiums
South Commercial General GC – General Commercial Home Goods/PetSmart
East Commercial General GC – General Commercial Sprouts/Marshalls
West Residential High Density RHD-46 – Residential High
Density Condominiums
2.10 – Required Approvals
The City of Seal Beach is the only authority having jurisdiction. The proposed project
requires the following approvals:
Development Review for a health and exercise membership club
Use Permit for operation of the proposed health club use
2.11 – Other Public Agency Whose Approval Is Required
None
LA Fitness Health Club 9
Project Description
10 Initial Study
LA Fitness Health Club 11
Project Description
12 Initial Study
LA Fitness Health Club 13
Project Description
14 Initial Study
15 Initial Study
3 Determination
3.1 – Environmental Factors Potentially Affected
The environmental factors checked below would be potentially affected by this project, involving
at least one impact that is a “Potentially Significant Impact” as indicated by the checklist on the
following pages.
□ Aesthetics □ Agriculture Resources Air Quality
□ Biological Resources □ Cultural Resources □ Geology /Soils
Greenhouse Gas
Emissions □
Hazards & Hazardous
Materials □
Hydrology / Water
Quality
□ Land Use / Planning □ Mineral Resources Noise
□ Population / Housing □ Public Services □ Recreation
Transportation/Traffic □
Utilities / Service
Systems Mandatory Findings
of Significance
3.2 – Determination
□
I find that the proposed project COULD NOT have a significant effect on the
environment, and a NEGATIVE DECLARATION will be prepared.
□
I find that although the proposed project could have a significant effect on the
environment, there will not be a significant effect in this case because revisions in the
project have been made by or agreed to by the project proponent. A MITIGATED
NEGATIVE DECLARATION will be prepared.
I find that the proposed project MAY have a significant effect on the environment, and
an ENVIRONMENTAL IMPACT REPORT is required.
□
I find that the proposed project MAY have a ‘potentially significant impact’ or
‘potentially significant unless mitigated’ impact on the environment, but at least one
effect 1) has been adequately analyzed in an earlier document pursuant to applicable
legal standards, and 2) has been addressed by mitigation measures based on the
earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT
is required, but it must analyze only the effects that remain to be addressed.
□
I find that although the proposed project could have a signifi cant effect on the
environment, because all potentially significant effects (a) have been analyzed
adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable
standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or
NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed
upon the proposed project, nothing further is required.
Laura R. Stetson, MIG, on behalf of
Name: Crystal Landavazo, Senior Planner, City of Seal Beach
December 19, 2016
Determination
16 Initial Study
Environmental Evaluation
LA Fitness Health Club 17
4 Evaluation of Environmental Impacts
4.1 – Aesthetics
Would the project:
Potentially
Significant
Impact
Less Than
Significant with
Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Have a substantial adverse
effect on a scenic vista? □ □ □
b) Substantially damage scenic
resources, including, but not
limited to, trees, rock
outcroppings, and historic
buildings within view from a
state scenic highway?
□ □ □
c) Substantially degrade the
existing visual character or
quality of the site and its
surroundings?
□ □ □
d) Create a new source of
substantial light or glare which
would adversely affect day or
nighttime views in the area?
□ □ □
This aesthetics impact analysis is based on review of project maps and drawings, aerial and
ground-level photographs of the project area, renderings of the proposed project, and planning
documents. The site is most visible from neighboring properties , as well as by pedestrians and
motorists along Rossmoor Center Way. East and south of the subject property are retail stores
within the Shops at Rossmoor development. West and north are multifamily residential
developments.
a) No Impact. Scenic vistas can be impacted by development in two ways. First, a structure
may be constructed that blocks the view of a vista. Second, the vista itself may be altered (i.e.,
development on a scenic hillside). The City of Seal Beach General Plan does not designate any
locations within the City as a scenic vista. However, the County of Orange has designated Pacific
Coast Highway as an “Urbanscape Corridor.” Urbanscape Corridors, as defined by the County, are
routes that traverse an urban area with a defined visual corridor that offers a view or attractive
and exciting urban scene, and that has recreational value for its visual relief as a result of nature
or the designed efforts of man.1
The proposed project is located on a developed site within a fully urbanized area visually
dominated by commercial land uses and surface street features. This site is not considered to be
1 City of Seal Beach. Seal Beach General Plan Land Use Element. pp. LU-64. December 2003.
Environmental Evaluation
18 Initial Study
within or to comprise a portion of a scenic vista as defined by the City and the County. The
project is located approximately two miles from Pacific Coast Highway. Development of the health
club with the proposed two-story building, parking, and accessory landscaping elements would
have no effect on a scenic vista. The proposed development is generally consistent in type and
scale with the existing and planned surrounding development. No impact would occur.
b) No Impact. The project is not adjacent to a designated State Scenic Highway or eligible
State Scenic Highway, as identified on the California Scenic Highway Mapping System.2 Thus, the
proposed project would not damage the integrity of existing visual resources or historic buildings
located along a State Scenic Highway. The City’s General Plan does not identify any local scenic
roadways within the City limits. The County of Orange has designated Pacific Coast Highway as an
“Urbanscape Corridor.” However, the proposed project is not located in the immediate vicinity of
this Urbanscape Corridor. The project site is currently developed with parking used for the Shops
at Rossmoor development and contains no scenic resources. No impact on scenic resources,
including but not limited to, trees, rock outcroppings, and historic buildings within a State Scenic
Highway, would result. Therefore, no impact to scenic resources visible from a State Scenic
Highway would occur.
c) Less Than Significant Impact. Development of the proposed project could result in a
significant impact if it resulted in substantial degradation of the existing visual character or
quality of the site and its surroundings. Degradation of visual character or quality is defined by
substantial changes to the existing site appearance through construction of structures such that
they are poorly designed or conflict with the site’s existing surroundings.
Construction of the proposed project could result in short-term impacts to the existing visual
character and quality of the area. Construction activities would require the use of equipment and
storage of materials within the project site. However, a construction fence will be erected around
the site to avoid any temporary visual impact. Project construction would result in the removal of
decorative planter trees and asphalt pavement. The project would include ornamental trees and
bushes of varying species around the edge of the building . A total of 16,795 square feet of
landscaped area would be provided to replace any landscaping removed.
Construction of the proposed buildings on the developed site would alter the existing visual
character of the site. Upon project completion, the proposed building would consist of a single
building, containing one story and a mezzanine, constructed adjacent to Rossmoor Center Way to
the north. The building height would vary due to parapets and variation in roof level (see Exhibit
4, Project Elevations). However, no part of the buildi ng would exceed 35 feet in height. The
proposed project is zoned General Commercial, which has a maximum building height of 35 feet.
The proposed building is 24 feet in height, with accents up to 35 feet tall.
The proposed project is similar in use and building type to the existing surrounding buildings in
the Shops at Rossmoor shopping center. The immediate surroundings along Seal Beach
Boulevard and Rossmoor Center Way are occupied by commercial uses. To the west and east are
high-density residential units.
The design of the health club would consist of a painted concrete tilt-up wall system accented
with a prefabricated metal panel shell finish system. The entryway would consist of anodized
2 California Department of Transportation. California Scenic Highway Mapping System: Los Angeles County.
Accessed March 2015.
Environmental Evaluation
LA Fitness Health Club 19
aluminum. Painted plaster and simulated wood paneling would also be used. An internally
illuminated sign with 40-inch-high letters would adorn the south building façade. The building
would have a stepped massing from 24 feet in height at the side and rear to 28 feet at the
entryway to 35 feet at the highest point of the parapet holding the illuminated sign. The molding
along the top of the building and arcade features would be finished with decorative cornices.
Images portraying people engaging in physical fitness activities are proposed on rear and side
building elevations.
The project proposes landscaping features around the sides and rear of the building and along
Rossmoor Center Way. Project plans include additional landscaping and shade trees within the
reconfigured parking lot. This landscaping would visually break up the expanse of asphalt. The
proposed project would maintain the visual urban character of the project vicinity and enhance
the existing parking lot with landscaping and a building compatible with surrounding
development. With specified design features included, project impact would be less than
significant on the visual character of the site and surroundings.
d) Less Than Significant Impact. Excessive or inappropriately directed lighting can adversely
impact night-time views by reducing the ability to see the night sky and stars. Glare can be
caused from unshielded or misdirected lighting sources. Reflective surfaces (i.e., polished metal)
can also cause glare. Impacts associated with glare range from simple nuisance to potentially
dangerous situations (i.e., if glare is directed into the eyes of motorists).
Lighting sources adjacent to this site includ e freestanding streetlights, light fixtures on buildings,
pole-mounted lights, traffic signals, and vehicle headlights. The proposed project would include
exterior parking lot and security lighting a nd building interior lighting. However, only outdoor
lighting could have any effect on neighboring land uses since interior lighting would be reduced by
tinted windows. The proposed project would be required to conform to existing City lighting
standards for commercial uses which require lighting to be directed downward and away from
adjacent properties. Light impacts would be less than significant with compliance with City
standards.
Sources of daytime glare are typically concentrated in commercial areas, such as in the vicinity of
the project site, which is one of the City’s primary commercial areas, and are often associated
with retail uses. Glare results from development and associated parking areas that contain
reflective materials such as glass, highly polished surfaces, and expanses of pavement. The
proposed building would have a sand stucco finish, which is not a surface that causes glare. While
windows may contribute to glare impacts, they do not compose substantial square footage of the
façade and are included as architectural treatments to enhance aesthetic quality. Limited metal
accents are proposed on the crown and canopy; however , these areas represent a minor
percentage of the square footage of the building. Given the minimal use of glare-inducing
materials in the design of the proposed building, reflective glare impacts would be less than
significant.
Environmental Evaluation
20 Initial Study
4.2 – Agriculture and Forest Resources
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Convert Prime Farmland, Unique
Farmland, or Farmland of Statewide
Importance (Farmland), as shown on
the maps prepared pursuant to the
Farmland Mapping and Monitoring
Program of the California Resources
Agency, to non-agricultural use?
□ □ □
b) Conflict with existing zoning for
agricultural use, or a Williamson Act
contract? □ □ □
c) Conflict with existing zoning for, or
cause rezoning of, forest land (as
defined in Public Resources Code
section 12220(g)), timberland (as
defined by Public Resources Code
section 4526), or timberland zoned
Timberland Production (as defined by
Government Code section 51104 (g))?
□ □ □
d) Result in loss of forest land or
conversion of forest land to non-forest
use? □ □ □
e) Involve other changes in the existing
environment which, due to their
location or nature, could result in
conversion of Farmland to non-
agricultural use or conversion of forest
land to non-forest use?
□ □ □
a-b) No Impact. The proposed project would be located in a fully developed, commercial,
urbanized area that does not contain agriculture or forest uses. The map of Important Farmland
in California (2010) prepared by the Department of Conservation does not identify the project site
as being Prime Farmland, Unique Farmland, or Farmland of Statewide Importance.3 No Williamson
3 California Department of Conservation. Farmland Mapping and Monitoring Program, 2008. The City of Seal
Beach, including the project site, is indicated within “Area Not Mapped” in 2010 maps of Orange County.
Environmental Evaluation
LA Fitness Health Club 21
Act contracts are active for the project site.4 The property is zoned General Commercial, which is
not intended for agricultural uses. No impact would occur.
c) No Impact. Public Resources Code Section 12220(g) identifies forest land as “land that can
support 10-percent native tree cover of any species, including hardwoods, under natural
conditions, and that allows for management of one or more forest resources, including timber,
aesthetics, fish and wildlife, biodiversity, water quality, recreation, and other public benefits.”
The project site and surrounding properties are not currently being managed or used for forest
land as identified in Public Resources Code Section 12220(g). The USDA Forest Service
vegetation maps for the project site identify it as urban type, indicating that it is not capable of
growing industrial wood tree species.5 The project site has already been graded and developed
with commercial uses, with no substantial vegetation onsite, with the exception of limited
ornamental landscaping. Therefore, development of this project would have no impact to any
timberland zoning.
d) No Impact. The project site is already graded land with existing development and limited
ornamental landscaping; thus, there would be no loss of forest land or conversion of forest land
to non-forest use as a result of this project. No impact would occur.
e) No Impact. The project site is a developed site within an urban environment and is
surrounded by commercial and residential uses. The project would not encroach onto agricultural
land nor encourage the conversion of existing farmland to non-agricultural uses. None of the
surrounding sites contain existi ng forest uses. Development of this project would not change the
existing environment in a manner that will result in the conversion of forest land to a non -forest
use. No impact would occur.
4 California Department of Conservation. Williamson Act Program, 2007.
5 California Department of Forestry and Fire Protection and the USDA Forest Service. California Land Cover
Mapping and Monitoring Program (LCMMP), Vegetation GIS files. Pacific Southwest Region.
EvegTile51A__02_03_v2. 2007
Environmental Evaluation
22 Initial Study
4.3 – Air Quality
Where available, the significance criteria established by the applicable air quality
management or air pollution control district may be relied upon to make the following
determinations. Would the project:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Conflict with or obstruct
implementation of the applicable
air quality plan? □ □ □
b) Violate any air quality standard or
contribute substantially to an
existing or projected air quality
violation?
□ □ □
c) Result in a cumulatively
considerable net increase of any
criteria pollutant for which the
project region is non-attainment
under an applicable federal or
state ambient air quality standard
(including releasing emissions
which exceed quantitative
thresholds for ozone precursors)?
□ □ □
d) Expose sensitive receptors to
substantial pollutant
concentrations? □ □ □
e) Create objectionable odors
affecting a substantial number of
people? □ □ □
a) No Impact. A significant impact could occur if the proposed project conflicts with or
obstructs implementation of the South Coast Air Basin 2007 Air Quality Management Plan.
Conflicts and obstructions that hinder implementation of the AQMP can delay efforts to mee t
attainment deadlines for criteria pollutants and maintaining existing compliance with applicable
air quality standards. Pursuant to the methodology provided in Chapter 12 of the 1993 SCAQMD
CEQA Air Quality Handbook, consistency with the South Coast Air Basin 2007 Air Quality
Management Plan (AQMP) is affirmed when a project (1) does not increase the frequency or
severity of an air quality standards violation or cause a new violation and (2) is consistent with
the growth assumptions in the AQMP.6 Consistency review is presented below.
6 South Coast Air Quality Management District. CEQA Air Quality Handbook. 1993.
Environmental Evaluation
LA Fitness Health Club 23
(1) The project would result in short-term construction and long-term pollutant emissions that are
less than the CEQA significance emissions thresholds established by the SCAQMD , as
demonstrated in Section 4.3 et seq. of this Initial Study; therefore, the project would not result in
an increase in the frequency or severity of any air quality standards violation and would not cause
a new air quality standard violation.
(2) The CEQA Air Quality Handbook indicates that consistency with AQMP growth assumptions
must be analyzed for new or amended General Plan elements, Specific Plans, and significant
projects. Significant projects include airports, electrical generating facilities, petroleum and gas
refineries, designation of oil drilling districts, water ports, solid waste disposal sites, and off -shore
drilling facilities. This project, construction of a health club facility, does not involve a General
Plan Amendment, Specific Plan, and is not considered a significant project.
Based on the consistency analysis presented above, the proposed project would not conflict with
the AQMP; no impact will occur.
b) Potentially Significant Impact. A project may have a significant impact if project-related
emissions would exceed fed eral, state, or regional standards or thresholds, or if project -related
emissions would substantially contribute to existing or project air quality violations. The proposed
project is located within the South Coast Air Basin, where efforts to attain state and federal air
quality standards are governed by the South Coast Air Quality Management District (SCAQMD).
Both the State of California and the federal government have established health-based ambient
air quality standards (AAQS) for seven air pollutant s (known as “criteria pollutants”). These
pollutants include ozone (O3), carbon monoxide (CO), nitrogen dioxide (NO2), sulfur dioxide
(SO2), inhalable particulate matter with a diameter of 10 microns or less (PM 10), fine particulate
matter with a diameter of 2.5 microns or less (PM2.5), and lead (Pb). The state has also
established AAQS for additional pollutants. The AAQS are designed to protect the health and
welfare of the populace within a reasonable margin of safety. Where the state and federal
standards differ, California AAQS are more stringent than the national AAQS.
Air pollution levels are measured at monitoring stations located throughout the air basin. Areas
that are in nonattainment with respect to federal or state AAQS are required to prepare plans and
implement measures that will bring the reg ion into attainment. Table 1 (South Coast Air Basin
Attainment Status – Orange County) summarizes the attainment status in the project area for the
criteria pollutants. Due to the federal and state nonattainment status for several of the
pollutants, project construction and operation could exacerbate the problem and cause potentially
significant air quality impacts. This issue requires analysis in an EIR.
Table 1
South Coast Air Basin Attainment Status – Orange County
Pollutant Federal State
O3 (1-hr) N/A Nonattainment
O3 (8-hr) Nonattainment Nonattainment
PM10 Nonattainment Nonattainment
PM2.5 Nonattainment Nonattainment
CO Attainment Attainment
NO2 Attainment Nonattainment
SO2 Attainment Attainment
Pb Nonattainment Nonattainment
Sources: CARB 2011, U.S. EPA 2012
Environmental Evaluation
24 Initial Study
c) Less Than Significant Impact. Cumulative short-term, construction-related emissions and
long-term, operational emissions from the project would not contribute considerably to any
potential cumulative air quality impact because short-term project and operational emissions
would not exceed any SCAQMD daily threshold. As is required of the proposed project, other
concurrent construction projects and operations in the region would be required to implement
standard air quality regulations and mitigation pursuant to State CEQA requirements. Such
measures include compliance with SCAQMD Rule 403, which requires daily watering to limit dust
and particulate matter emissions. Impacts would be less than significant.
d) Potentially Significant Impact. Sensitive receptors are those segments of the population
that are most susceptible to poor air quality, such as children, the elderly, the sick, and athletes
who perform outdoors. Land uses associated with sensitive receptors include residences, schools,
playgrounds, childcare centers, outdoor athletic facilities, long-term health care facilities,
rehabilitation centers, convalescent centers, and retirement homes. The nearest land uses that
considered sensitive receptors are the residential dwelling units located adjacent to the project
site to the north and west. No schools are located within a quarter-mile of the project site. The
proposed health club would not generate toxic pollutant emissions because the proposed fitness
and gymnasium uses are characterized as typical commercial uses that do not produce such
emissions. The proposed health club, therefore, would have a less than significant impact on
sensitive receptors relating to toxic pollutant emissions.
A CO hotspot is an area of localized CO pollution that is caused by severe vehicle congestion on
major roadways, typically near intersections. CO hotspots have the potential for violation of state
and federal CO standards at study area intersections, even if the broader Basin is in attainment
for federal and state levels. The potential for violation of state and federal CO standards at study
area intersections and exposure to sensitive receptors at those intersections is addressed using
the methodology outlined in the California Department of Transportation Project-Level Carbon
Monoxide Protocol. Section numbers for the CO Protocol are provided in parenthesis for ease of
reference.
In general, SCAQMD and the California Department of Transportation Project -Level Carbon
Monoxide Protocol recommend analyzing CO hotspots when a project has the potential to result in
higher CO concentrations within the region and increase traffic congestion at an intersection
operating at level of service (LOS) D or worse by more than two percent.
There has been a decline in CO emissions over the past two decades even though vehicle miles
traveled on U.S. urban and rural roads have increased. Three major control programs have
contributed to the reduced per vehicle CO emissions: exhaust standards, cleaner-burning fuels,
and motor vehicle inspection/maintenance programs.
Local impacts from the project need to be exami ned because the project is not exempt from
emissions analysis as defined by the CO Protocol (3.1.1, 3.1.2, 3.1.9). According to the CO
Protocol, projects may worsen air quality if they significantly increase the percentage of vehicles
in cold start modes (by two percent or more), significantly increase traffic volumes (by five
percent or more) over existing volumes, or reduce average speeds on uninterrupted roadway
segments (increase delays at intersections for interrupted roadway segments) (4.7.1). Project
generated traffic could exacerbate the problem and cause potentially significant air quality
impacts. This issue requires analysis in an EIR.
e) No Impact. According to the CEQA Air Quality Handbook, land uses associated with odor
complaints include agricultural operations, wastewater treatment plants, landfills, and certain
industrial operations (such as manufacturing uses that produce chemicals, paper, etc.). Odors are
Environmental Evaluation
LA Fitness Health Club 25
typically associated with industrial projects involving the use of chemicals, sol vents, petroleum
products, and other strong-smelling elements used in manufacturing processes, as well as
sewage treatment facilities and landfills. The proposed health club does not include any of the
above noted uses or process; no impact would occur.
Environmental Evaluation
26 Initial Study
4.4 – Biological Resources
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Have a substantial adverse effect,
either directly or through habitat
modifications, on any species
identified as a candidate,
sensitive, or special status species
in local or regional plans, policies,
or regulations, or by the California
Department of Fish and Game or
U.S. Fish and Wildlife Service?
□ □ □
b) Have a substantial adverse effect
on any riparian habitat or other
sensitive natural community
identified in local or regional
plans, policies, regulations, or by
the California Department of Fish
and Game or US Fish and Wildlife
Service?
□ □ □
c) Have a substantial adverse effect
on federally protected wetlands as
defined by Section 404 of the
Clean Water Act (including, but
not limited to, marsh, vernal pool,
coastal, etc.) through direct
removal, filling, hydrological
interruption, or other means?
□ □ □
d) Interfere substantially with the
movement of any native resident
or migratory fish or wildlife
species or with established native
resident or migratory wildlife
corridors, or impede the use of
native wildlife nursery sites?
□ □ □
e) Conflict with any local policies or
ordinances protecting biological
resources, such as a tree
preservation policy or ordinance?
□ □ □
Environmental Evaluation
LA Fitness Health Club 27
f) Conflict with the provisions of an
adopted Habitat Conservation
Plan, Natural Community
Conservation Plan, or other
approved local, regional, or state
habitat conservation plan?
□ □ □
a) No Impact. The project site is currently developed with an asphalt parking lot associated
with the Shops at Rossmoor shopping center. A number of ornamental trees exist in planters
throughout the parking lot. The ornamental trees do not support habitat of any species
identified as a candidate, sensitive, or special status species. The project site is not identified as
critical habitat for Threatened and Endangered Species.7 Considering the highly developed nature
of the project site and surrounding areas, the probability of existence of designated species under
the federal Endangered Species Act or California Special Concern Species is very low. The
proposed project would, therefore, not have a substantial adverse effect on any species
identified as a candidate, sensitive, or special-status species in local or regional plans or by the
California Department of Fish and Wildlife or U.S. Fish and Wildlife Service. Considering the
lack of habitat on the property, no impacts to wildlife species of concern would occur.
b) No Impact. The project site is located on land that has been previously developed in a
primarily commercial portion of the City. The site has been graded and developed, with limited
landscaping consisting of non-native, ornamental trees. The site is entirely paved. There is no
riparian habitat onsite. As such, no impact to riparian habitat or other sensitive natural habitat
would occur.
c) No Impact. According to the federal National Wetlands Inventory, the project site does
not contain any wetlands;8 furthermore, the proposed project would not disturb any offsite
wetlands, as no wetlands are adjacent to the project site. (See Section 4.9 for discussion of
project drainage features.) There is no vegetation or on-site water features indicative of
potential wetlands. No impact would occur.
d) No Impact. The project site is currently developed with surface parking and is surrounded
by commercial and residential development, preventing the use of the site and surrounding
area as a wildlife corridor. The project site contains limited ornamental vegetation in the form of
planter trees, in the context of a completely urbanized setting located along one of the City’s
major commercial thoroughfares. There are no substantial vegetated areas or water bodies
located on site. The project site does not provide for the movement of any native resident or
migratory fish or wildlife. No impact would occur.
e) Less than Significant Impact. The City of Seal Beach has a tree ordinance (Municipal
Code Chapter 9.40) that regulates the planting, trimming, and removal of trees on City
property. Trees on private property are not regulated. The small ornamental trees located in
planters throughout the parking lot will be removed to facilitate construction of the health club
and associated parking improvements. The proposed project would include landscaping and
ornamental trees around the perimeter of the building and in proposed new parking lot
7 U.S. Fish and Wildlife Service. FWS Critical Habitat for Threatened & Endangered Species.
<http://criticalhabitat.fws.gov/> [Accessed March 2015].
8 United States Fish and Wildlife Service. National Wetlands Inventory.
<http://107.20.228.18/Wetlands/WetlandsMapper.html#> [Accessed March 2015].
Environmental Evaluation
28 Initial Study
planters. The project would not affect any other natural biological resources; therefore, the
project would not result in any conflicts with local or other policies or standards to protect
such resources. Impacts would be less than significant.
f) No Impact. No adopted Habitat Conservation Plan areas 9 or any Natural Community
Conservation Plan areas10 apply to the project site. No impact would occur.
9 US Fish & Wildlife Services. Habitat Conservation Plans: Summary Report.
<http://www.fws.gov/endangered/what-we-do/hcp-overview.html > [Accessed March 2015].
10 California Department of Fish and Game. Natural Community Conservation Planning: Status of NCCP
Planning Efforts. <http://www.dfg.ca.gov/habcon/nccp/> [Accessed March 2015].
Environmental Evaluation
LA Fitness Health Club 29
4.5 – Cultural Resources
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Cause a substantial adverse change
in the significance of a historical
resource as defined in '15064.5? □ □ □
b) Cause a substantial adverse change
in the significance of an
archaeological resource pursuant to
'15064.5?
□ □ □
c) Directly or indirectly destroy a
unique paleontological resource or
site or unique geologic feature? □ □ □
d) Disturb any human remains,
including those interred outside of
formal cemeteries? □ □ □
a) No Impact. This property does not satisfy any of the criteria for a historic resource defined in
Section 15064.5 of the State CEQA Guidelines. The proposed property has been previously
disturbed and currently is used as surface parking for the Shops at Rossmoor sho pping center. No
known historically or culturally significant resources, structures, buildings, or objects are located
on the project site. As such, the proposed project would not cause an adverse change in the
significance of a historical resource, and impacts to historic resources are not anticipated. No
impact would occur.
b-c) Less Than Significant Impact. The property is a previously developed site in a fully
urbanized area. According to the City’s General Plan, Anaheim Bay, the San Gabriel Estuary, and
the Seal Beach area have supported several cultures over the past 10,000 years. Prehistoric
occupation of the Seal Beach area was associated with the Tongva (Gabrielino) Native Americans,
who inhabited much of northern Orange County. Tongva coastal villages have been identified in
Long Beach, Seal Beach, Huntington Beach, and Costa Mesa. Identified within Seal Beach, a
Tongva community named Motuuchey, also known as “El Piojo” (The Louse), was located at the
former Anaheim landing area. Identified archaeological resources within the City of Seal Beach are
primarily located on the Naval Weapons Station, the Hellman Ranch property, and potentially the
Boeing property.11
No known archaeological or paleontological sites are documented within the Rossmoor Center
planning area. The potential for uncovering such significant resources at the project site during
construction activities is considered remote given that no such resources have been discovered
during prior development activity within the area, there are no unique geological resources on or
11 City of Seal Beach. General Plan: Cultural Resources Element. P. CR-2. December 2003.
Environmental Evaluation
30 Initial Study
near the project site, and the fact that the site has been significantly disturbed in the past for
construction of the existing development. Only minor excavation requirements into fill materials of
this previously developed site would be necessary; therefore, it is considered unlikely that
archeological or paleontological resources would be found.
In accordance with standard City procedures, a halt-work condition would be in place in the
unlikely event that archaeological or paleontological resources are discovered during construction.
The contractor would be required to halt work in the immediate area of the find and to retain a
professional archaeologist or paleontologist, as applicable, to examine the materials to determine
whether they are a “unique archaeological resource” as defined in Section 21083.2(g) of the State
CEQA Statutes. If this determination is positive, the scientifically consequential information must
be fully recovered by the archaeologist or paleontologist, as applicable, consistent with standard
City protocol. As such, impacts on archeological and/or paleontological impacts would be less than
significant with adherence to existing standards and regulations.
d) Less Than Significant Impact. It is unlikely that human remains could be uncovered during
grading operations, considering that the project site was previously disturbed during construction
of the Shops at Rossmoor shopping center. Nonetheless, should suspected human remains be
encountered, the contractor shall be required to notify the County Coroner in accordance with
Section 7050.5 of the California Health and Safety Code, who must then determine whether the
remains are of forensic interest. If the coroner, with the aid of a supervising archaeologist,
determines that the remains are or appear to be of a Native American, he/she would be required
to contact the Native American Heritage Commission for further inve stigations and proper
recovery of such remains, if necessary. Through this existing regulatory procedure, impacts to
human remains would be avoided. Impact would be less than significant with application of
existing regulations.
Environmental Evaluation
LA Fitness Health Club 31
4.6 – Geology and Soils
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Expose people or structures to
potential substantial adverse
effects, including the risk of loss,
injury, or death involving:
i) Rupture of a known earthquake
fault, as delineated on the most
recent Alquist-Priolo Earthquake
Fault Zoning Map issued by the
State Geologist for the area or
based on other substantial evidence
of a known fault? Refer to Division
of Mines and Geology Special
Publication 42.
□ □ □
ii) Strong seismic ground shaking? □ □ □
iii) Seismic-related ground failure,
including liquefaction? □ □ □
iv) Landslides? □ □ □
b) Result in substantial soil erosion or
the loss of topsoil? □ □ □
c) Be located on a geologic unit or soil
that is unstable, or that would
become unstable as a result of the
project, and potentially result in on-
or off-site landslide, lateral
spreading, subsidence, liquefaction
or collapse?
□ □ □
d) Be located on expansive soil, as
defined in Table 18-1-B of the
Uniform Building Code (1997),
creating substantial risks to life or
property?
□ □ □
Environmental Evaluation
32 Initial Study
e) Have soils incapable of adequately
supporting the use of septic tanks
or alternative waste water disposal
systems where sewers are not
available for the disposal of waste
water?
□ □ □
a.i) No Impact. Although the project site is located in seismically active Southern California,
according to the California Geological Survey Alquist-Priolo Earthquake Fault Zone Map for the Los
Alamitos quadrangle, the site is not located within an Alquist-Priolo Earthquake Fault Zone.12 The
nearest Alquist-Priolo fault zone is the Newport-Inglewood Fault, located approximately two miles
southwest of the project site. No impact would occur.
a.ii) Less Than Significant Impact. The proposed project would be subject to ground shaking
impacts should a major earthquake occur in the future. Potential impacts include injury or los s of
life and property damage. The project site is located within proximity to the Newport-Inglewood
Fault. Significant ground shaking may occur i f an earthquake were to occur along that fault line.
Other local faults can also cause significant groundshaking. Other nearby faults which present
seismic risks include the Cabrillo and Palos Verdes faults.13
The project site is subject to strong seismic ground shaking, as are virtually all lands in Southern
California. The proposed building would be required to be designed consistent with seismic design
criteria of the California Building Code (CBC) and the project -specific design requirements of the
project geotechnical report14 The project geotechnical report recommends site class designation D
for seismic design of the proposed building, given the predominance of stiff soils located on the
project site. The 2013 CBC (Title 14, California Code of Regulati ons, Part 2) contains seismic
safety provisions purposed to prevent building collapse during a design earthquake. Adherence to
these requirements will reduce the potential of the building from collapsing during an earthquake,
thereby minimizing injury and loss of life. The recommendations of the geotechnical report w ould
be implemented during preparation of construction drawings for review and approval of the City.
Adherence to existing regulations would reduce the risk of loss, injury, and death; impacts due to
strong ground shaking would be less than significant.
a.iii) Less Than Significant Impact. Liquefaction is a phenomenon that occurs when soil
undergoes transformation from a solid state to a liquefied condition due to the effects of
increased pore-water pressure. This typically occurs where susceptible soils (particularly the
medium sand to silt range) are located over a high groundwater table. Affected soils lose all
strength during liquefaction and foundation failure can occur.
According to the Seismic Hazard Evaluation of the Los Alamitos 7.5-minute quadrangle, the site is
located in Zone of Required Investigation for liquefaction.15 This indicates that the area has been
subject to historic occurrence of liquefaction, or local g eological, geotechnical, and groundwater
conditions indicate a potential for permanent ground displacement such that mitigation as defined
12 California State Department of Conservation. California Geological Survey, Alquist-Priolo Earthquake Fault
Zone Maps.
13 City of Seal Beach. General Plan Safety Element, 2003. p. S-33.
14 Geotechnical Professionals, Inc. Geotechnical Investigation Proposed Health Club Shops at Rossmoor.
January 5, 2014.
15 California State Department of Conservation. California Geological Survey, Seismic Hazard Zones. Los
Alamitos Quadrangle, March 25, 1999.
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LA Fitness Health Club 33
in Public Resources Code Section 2693(c) would be required. During geotechnical investigation of
the site, groundwater was measured at a depth of 12 feet. However, the report found that the
majority of the clays found on site do not exhibit a potential for liquefaction. Liquefaction
potential is not considered to be a design issue at this site; therefore, impacts would be less than
significant.
a.iv) Less than Significant Impact. Structures built below or on slopes subject to failure or
landslides may expose people and structures to harm. The project site topography is generally
flat. The project geotechnical report concluded that because the on-site soils are predominantly
cohesive (silts and clays) or medium dense, silty sands , mitigation of landslide hazards is not
necessary for the site. The geotechnical report noted that some slope stability problems are
expected in steep, unbraced excavations. Deeper excavations may require external support such
as shoring or bracing. Grading and construction would be performed in compliance with State and
local codes and the recommendations of the geotechnical report. Impacts would be less than
significant.
b) Less Than Significant Impact. Topsoil is used to cover surface areas for the establishment
and maintenance of vegetation due to its high concentrations of organic matter and
microorganisms. Little, if any, native topsoil is likely to occur on site since the site is covered with
asphalt. During project construction, fill materials will be over-excavated to reveal underlying
soils within the building footprint area. The project has the potential to expose surficial soils to
wind and water erosion during construction activities. Wind erosion will be minimized through soil
stabilization measures required by South Coast Air Quality Management District (SCAQMD) Rule
403 (Fugitive Dust), such as daily watering. Water erosion wi ll be prevented through the City’s
standard erosion control practices required pursuant to the California Building Code and the
National Pollution Discharge Elimination System (NPDES), su ch as silt fencing or sandbags.
Following project construction, the site would be covered completely by paving, structures, and
landscaping. Impacts related to soil erosion would be less than significant with implementation of
existing regulations.
c) Less Than Significant Impact. Impacts related to liquefaction and landslides are discussed
above in Section 4.6.a. Lateral spreading is the downslope movement of surface sediment due to
liquefaction in a subsurface layer. The downslope movement is due to gravity and earthquake
shaking combined. Such movement can occur on slope gradients of as little as one degree.
Lateral spreading typically damages pipelines, utilities, bridges, and structures.
Lateral spreading of the ground surface during a seismic activity usually occurs along the weak
shear zones within a liquefiable soil layer and has been observed to generally take place toward a
free face (i.e. retaining wall, slope, or channel) and to lesser extent on ground surfaces with a
very gentle slope. Due to the absence of any substantial change in grade on the project site, the
potential for lateral spread occurring is considered to be minimal. The project-specific
geotechnical report concludes that site soils would be capable of supporting proposed structures
after grading and compaction. The project is required to be constructed in accordance with the
CBC, which specifies the removal of fill materials at least two feet below existing grade or planned
pad grade, and at least one foot below the bottom of foundations and floor slab due to the
presence of variable strength characteristics of the near surface onsite soils, so as to reduce any
potential property damage from ground failure or soil instability. The CBC includes a requirement
that any City-approved recommendations contained in the soil report be made conditions of th e
building permit. Based on the considerations of the project geotechnical report, soils can be
prepared to maintain stability sufficient to support the proposed project. The recommendations of
the geotechnical report will be implemented through the City’s routine plan check and permitting
processes. Impact would be less than significant.
Environmental Evaluation
34 Initial Study
d) Less Than Significant Impact. The CBC requires special design considerations for
foundations of structures built on soils with expansion indices greater than 20. The geotechnical
report included testing of site soil samples within the proposed building footprint for expansion
potential. The result of the geotechnical report expansion index soil sample test indicated that
near surface sample soils had a low expansion potential. The CBC provides several options to
mitigate and design for expansive soils. The geotechnical engineer for the project indicates that
given the tested on-site soils’ low expansion potential, expansive soils could be addressed and
any hazards removed by stabilization. Compliance with CBC requirements would limit hazards
related to expansive soil to less than significant, and no mitigation is required.
e) No Impact. The project site is served by a fully functional municipal sewer system. The
project will connect to this system and would not require use of septic tanks. No impact would
occur.
Environmental Evaluation
LA Fitness Health Club 35
4.7 – Greenhouse Gas Emissions
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Generate greenhouse gas
emissions, either directly or
indirectly, that may have a
significant impact on the
environment?
□ □ □
b) Conflict with an applicable plan,
policy or regulation adopted for the
purpose of reducing the emissions
of greenhouse gases?
□ □ □
a) Potentially Significant Impact. Climate change is the distinct change in measures of
climate for a long period of time.16 Climate change is the result of numerous, cumulative sources
of greenhouse gas emissions all over the world. Natural changes in climate can be caused by
indirect processes such as changes in the Earth’s orbit around the Sun or direct cha nges within
the climate system itself (i.e. changes in ocean circulation). Human activities can affect the
atmosphere through emissions of greenhouse gases (GHG) and changes to the planet’s surface.
Human activities that produce GHGs are the burning of fo ssil fuels (coal, oil and natural gas for
heating and electricity, gasoline and diesel for transportation); methane from landfill wastes and
raising livestock, deforestation activities; and some agricultural practices.
Greenhouse gases differ from other emissions in that they contribute to the “greenhouse effect.”
The greenhouse effect is a natural occurrence that helps regulate the temperature of the planet.
The majority of radiation from the Sun hits the Earth’s surface and warms it. The surface in tu rn
radiates heat back towards the atmosphere, known as infrared radiation. Gases and clouds in the
atmosphere trap and prevent some of this heat from escaping back into space and re -radiate it in
all directions. This process is essential to supporting life on Earth because it warms the planet by
approximately 60° Fahrenheit. Emissions from human activities since the beginning of the
industrial revolution (approximately 250 years ago) are adding to the natural greenhouse effect
by increasing the gases in the atmosphere that trap heat, thereby contributing to an average
increase in the Earth’s temperature. Greenhouse gases occur naturally and from human activities.
Greenhouse gases produced by human activities include carbon dioxide (CO 2), methane (CH4),
nitrous oxide (N2O), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride
(SF6). Since 1750, it is estimated that the concentrations of carbon dioxide, methane, and nitrous
oxide in the atmosphere have increased over 36 percent, 148 percent, and 18 percent,
respectively, primarily due to human activity. Emissions of greenhouse gases affect the
atmosphere directly by changing its chemical composition while changes to the land surface
indirectly affect the atmosphere by changing the way the Earth absorbs gases from the
atmosphere.
16 United States Environmental Protection Agency. Frequently Asked Questions About Global Warming and
Climate Change. Back to Basics. April 2009.
Environmental Evaluation
36 Initial Study
Operation emissions associated with the proposed project would include GHG emissions from
mobile sources (transportation), energy, water use and treatment, waste disposal, and area
sources. GHG emissions from el ectricity use are indirect GHG emissions from the energy
(purchased energy) that is produced offsite. Area sources are owned or controlled by the project
(e.g., natural gas combustion, boilers, and furnaces) and produced onsite. The project could have
a cumulatively considerable impact related to greenhouse gas emissions. This issue requires
analysis in an EIR.
b) No Impact. Seal Beach has adopted the 2013 edition of the CBC (Title 24), including the
California Green Building Standards Code. The project would be subject to the California Green
Building Standards Code, which requires that new buildings reduce water consumption, employ
building commissioning to increase building system efficiencies for large buildings, divert
construction waste from landfills, and utilize low pollutant-emitting finish materials. The project
does not include any feature (i.e. substantially alter energy demands) that would interfere with
implementation of these state and City codes and plans. The City of Seal Beach does not have
any additional plans, policies, standards, or regulations related to cli mate change and GHG
emissions. Also, no other government-adopted plans or regulatory programs in effect at this time
have established a specific performance standard to reduce GHG emissions from a single building
project. No impact would occur.
Environmental Evaluation
LA Fitness Health Club 37
4.8 – Hazards and Hazardous Materials
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Create a significant hazard to the
public or the environment through
the routine transport, use, or
disposal of hazardous materials?
□ □ □
b) Create a significant hazard to the
public or the environment through
reasonably foreseeable upset and
accident conditions involving the
release of hazardous materials into
the environment?
□ □ □
c) Emit hazardous emissions or handle
hazardous or acutely hazardous
materials, substances, or waste
within one-quarter mile of an
existing or proposed school?
□ □ □
d) Be located on a site which is
included on a list of hazardous
materials sites compiled pursuant
to Government Code Section
65962.5 and, as a result, would it
create a significant hazard to the
public or the environment?
□ □ □
e) For a project located within an
airport land use plan or, where
such a plan has not been adopted,
within two miles of a public airport
or public use airport, would the
project result in a safety hazard for
people residing or working in the
project area?
□ □ □
f) For a project within the vicinity of a
private airstrip, would the project
result in a safety hazard for people
residing or working in the project
area?
□ □ □
g) Impair implementation of or
physically interfere with an adopted
emergency response plan or
emergency evacuation plan?
□ □ □
Environmental Evaluation
38 Initial Study
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
h) Expose people or structures to a
significant risk of loss, injury or
death involving wildland fires,
including where wildlands are
adjacent to urbanized areas or
where residences are intermixed
with wildlands?
□ □ □
a) Less Than Significant Impact. The proposed project could result in a significant hazard to
the public if the project includes the routine transport, use, or disposal of hazardous materials or
places housing near a facility which routinely transports, uses, or disposes of hazardous
materials. The proposed project is located within a primarily commercial and residential area of
the City, and is not located in an industrial area. The proposed project does not include a housing
component and would therefore not place h ousing near any hazardous materials facilities. The
routine use, transport, or disposal of hazardous materials is primarily associated with industrial
uses that require such materials for manufacturing operations or produce hazardous wastes as
by-products of production applications. The proposed project does not propose or facilitate any
activity involving significant use, routine transport, or disposal of hazardous substances as part of
health club use.
During construction, there would be a minor level of transport, use, and disposal of hazardous
materials and wastes that are typical of construction projects. This would include fuels and
lubricants for construction machinery, coating materials, etc. Routine construction control
measures and best management practices for hazardous materials storage, application, waste
disposal, accident prevention and clean-up, etc. would be sufficient to reduce potential impacts to
a less than significant level.
With regard to project operation, widely used hazardous materials common at commercial uses
such as health clubs include cleaners, pesticides, and pool chemicals. The remnants of these and
other products are disposed of as household hazardous waste that are prohibited or discouraged
from being disposed of at local landfills. Regular operation and cleaning of the health club would
not result in significant impacts involving use, storage, transport or disposal of hazardous wastes
and substances. Use of common household hazardous materials and their disposal does no t
present a substantial health risk to the community. Impacts associated with the routine transport
and use of hazardous materials or wastes would be less than significant.
b) Less than Significant Impact. The health club will include a pool. Operation of pools
involves the use of potentially hazardous chemical (e.g., chlorine) for public health purposes. The
storage of such materials onsite will be limited to amounts needed for routine maintenance, and
all materials will be stored in conformance with th e requirements of the Orange County Fire
Authority. Compliance with existing regulations would reduce impact to a less -than-significant
level.
c) Less than Significant Impact. No schools are located within close proximity to the project
site. The nearest schools are Rossmoor Elementary School, located approximately 3,000 feet
north; Weaver Elementary School, located approximately 4,000 feet northwest; and Francis
Hopkinson Elementary School, located approximately 4,000 feet southwest. Operation of the
proposed project—a health club—would not generate any hazardous emissions, and the storage,
Environmental Evaluation
LA Fitness Health Club 39
handling, production, or disposal of acutely hazardous materials is not required or proposed for
any aspect of this project. As discussed above, use and storage of pool chemicals would occur in
accordance with existing regulations. Impact would be less than significant with implementation
of existing regulations.
d) No Impact. The proposed project is not located on a site listed on the state’s Cortese List, a
compilation of various sites throughout the state that have been compromised due to soil or
groundwater contamination from past uses. Based upon review of the Cortese List, the project
site is not:
listed as a hazardous waste and substance site by the Depa rtment of Toxic Substances
Control (DTSC),17
listed as a leaking underground storage tank (LUFT) site by the State Water Resources
Control Board (SWRCB),18
listed as a hazardous solid waste disposal site by the SWRCB,19
currently subject to a Cease and Desist Order (CDO) or a Cleanup and Abatement Order
(CAO) as issued by the SWRCB,20 or
developed with a hazardous waste facility subject to corrective action by the DTSC.21
e-f) Less than Significant Impact. The Los Alamitos Joint Forces Training Base (JFTB) is a
jointly operated military air base located at 11206 Lexington Drive, in the City of Los Alamitos.
The westernmost boundary of the airfield is approximately 2,000 feet east of the proposed project
site. The project site is located within the planni ng area for the air base. Los Alamitos JFTB
includes two runways oriented in a southwest to northeast direction. Caltrans Airport Land Use
Planning Handbook guidelines state that noise, obstruction of air navigation, and the safety of
persons working or li ving in the area of the air base are the primary hazard-related concerns
involving compatibility between the project and operations of the air base. Excessive noise could
be damaging to the health of individuals working in or using the health club. Obstructions could
occur due to tall structures within the approach and departure areas of an airport. Airport
operations could also be impacted by smoke, glare, excessive lighting, and interference from
electrical devices. These concerns are related to the poten tial for increase in aircraft crashes that
can injure or kill persons on the ground , as well as the crew and passengers of involved aircraft.
The potential from injury or death increases when the density of persons on the ground is
increased. Potential impacts related to development of the proposed health club are discussed
below.
Airport Noise
Noise is of concern if noise levels exceed a 24 -hour average level referred to as CNEL
(Community Noise Equivalent Level) and report in decibels (dB, or weighted decibels, dBA).
According to the Caltrans Airport Land Use Planning Handbook, the basic guidance sets a CNEL of
17 California Department of Toxic Substances Control. EnviroStor.
<www.envirostor.dtsc.ca.gov/public/search.asp> [Accessed March 2015].
18 California State Water Resources Control Board. GeoTracker. <geotracker.waterboards.ca.gov>
[Accessed March 2015].
19 California State Water Resources Control Board. Sites Identified with Waste Constituents Above Hazardous Waste
Levels Outside the Waste Management Unit. <www.calepa.ca.gov/SiteCleanup/CorteseList/CurrentList.pdf>
[Accessed March 2015].
20 California State Water Resources Control Board. List of Active CDO and CAO.
<www.calepa.ca.gov/SiteCleanup/CorteseList/CDOCAOList.xls> [Accessed March 2015].
21 California Department of Toxic Substances Control. Hazardous Facilities Subject to Corrective Action.
<www.calepa.ca.gov/SiteCleanup/CorteseList/SectionA.htm#Facilities> [Accessed March 2015].
Environmental Evaluation
40 Initial Study
65 dB as the maximum noise level normally compatible with urban residential land uses. The
Impact Zone Map in the Airport Environs Land Use Plan (AELUP) for Los Alamitos JFTB depicts two
noise contours: Noise Impact Zone 1 (greater than 65dBA, CNEL) and Noise Impact Zone 2
(between 60-65 dBA, CNEL). The proposed project site is located outside both the noise contours
shown in the AELUP.22 As such, the proposed project is compatible with the AELUP noise policies.
Impacts related to exposing people to excess airport noise would be less than significant.
Obstruction of Air Navigation
The Federal Aviation Administration (FAA), Federal Aviation Regulation (FAR) Part 77 is the
primary reference source for determining obstructions to air navigati on. FAR Part 77 establishes a
series of imaginary surfaces in the airspace surrounding a runway or helicopter landing area. No
object should penetrate into any of these surfaces to ensure an obstruction free airspace for pilots
using the airport. The Caltrans Handbook and the Airport Land Use Plan Part 77 as a reference to
define hazards to air navigation.
Based on the project elevations (see Exhibit 4, Project Elevations), the most elevated point of the
project would be 35 feet to the top of the decorati ve parapet. Other commercial/retail buildings
located within the shopping center reach a height of 35 feet, which is the maximum allowable
height for buildings located in General Commercial zones. Based on these observations, impacts
related to the obstruction of Los Alamitos JFTB operations due to the height of the proposed
building would be less than significant.
Potential obstruction of airport operations is not limited to the height of structures ; obstruction
also includes light and glare effects, electromagnetic interference, and production of smoke.
Beyond the height of the proposed building, illumination from interior lighting and proposed
parking lot lights could also impact airport operations. Pursuant to the Seal Beach Zoning Code,
all on-site lighting is required to be shielded and oriented so as to result in no light spillover onto
adjacent properties (see Section 4.1 for further discussion). This would prevent lighting from
potentially impacting approaching or departing aircraft because the ligh t would not be
substantially visible due to shielding and orientation. Lighting associated with the proposed
project would result in less-than-significant impacts related to obstruction of airport operations
with standard regulations implemented. As discussed in Section 4.1, glare impacts also would be
reduced to less-than-significant levels with adherence to existing codes and standards.
The proposed health club does not include any use that would produce unusual electronic
frequencies or create and/or emit smoke.
Safety
The Los Alamitos JFTB AELUP divides the areas surrounding an airport into Clear Zones
(CZ)/Runway Protection Zone (RPZ), Accident Potential Zone “I”, and Accident Potential Zone
“II”. Clear Zones and Runway Protection Zones are designated as having the potential for
extreme crash hazard. The severe potential for loss of life and property due to accidents prohibits
most land uses in these areas. No buildings intended for human habitation are permitted in Clear
Zones/Runway Protection Zones.
The proposed project site is not located within any of the Clear Zones/Runway Protection Zones
or either Accident Potential Zone “I” or Accident Potential Zone “II”, as shown in the Los Alamitos
22 Los Alamitos Joint Forces Training Base Airport Environs Land Use Plan. Impact Zones Map. December 19,
2002.
Environmental Evaluation
LA Fitness Health Club 41
AELUP. 23 Furthermore, the project will not attract birds nor emit excessive glare or light, nor
produce or cause steam, smoke, dust, or electronic interference that would interfere with or
endanger, aeronautical operations at Los Alamitos JFTB. As such, the project would not present a
safety hazard for persons in relation to airport -related accidents. Impacts would be less than
significant.
g) Less Than Significant Impact. The proposed project is an infill project, replacing 85,600
square feet of asphalt parking with an approximately 37,000-square-foot health club. As there are
no residential uses associated with the project, the project would not increase the population of
the area. Given the increase in built square footage on the site, the proposed project may
increase employment in the area. Per state Fire and Building Codes, sufficient space would have
to be provided around the building for emergency personnel and equipment access and
emergency evacuation. All project elements, including landscaping, would be sited with sufficient
clearance from existing and proposed structures so as not to interfere with emergency access to
and evacuation from the facility. The project would comply with the California Fire Code (Title 24,
California Code of Regulations, Section 9).
The project driveways would allow emergency access and evacuation from the site, and would be
constructed to California Fire Code specifications. Over the long term, the project would not
impair implementation of or physically interfere with an adopted emergency response plan or
evacuation plan because no permanent public street or lane closures are proposed. Construction
work in the street associated with the building would be limited to lateral utility connections;
which would be limited to nominal potential traffic diversion. Project impacts would be less than
significant.
h) No Impact. The project site is not located within a fire hazard zone, as identified on the
latest Fire Hazard Severity Zone (FHSZ) maps prepared by the California Department of Forestry
and Fire Protection (CALFIRE).24 There are no wildland conditions in the urbanized area that the
project site is located. No impact would occur.
23 Los Alamitos Joint Forces Training Base Airport Environs Land Use Plan. Impact Zones Map. December 19,
2002.
24 California Department of Forestry and Fire Protection. Incorporated Fire Hazard Severity Zone: City of
Seal Beach. Local Responsibility Area Recommended, May 2012.
Environmental Evaluation
42 Initial Study
4.9 – Hydrology and Water Quality
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Violate any water quality standards
or waste discharge requirements? □ □ □
b) Substantially deplete groundwater
supplies or interfere substantially
with groundwater recharge such
that there would be a net deficit in
aquifer volume or a lowering of the
local groundwater table level (e.g.,
the production rate of pre-existing
nearby wells would drop to a level
which would not support existing
land uses or planned uses for which
permits have been granted)?
□ □ □
c) Substantially alter the existing
drainage pattern of the site or area,
including through the alteration of
the course of a stream or river, in a
manner which would result in
substantial erosion or siltation on-
or off-site?
□ □ □
d) Substantially alter the existing
drainage pattern of the site or area,
including through the alteration of
the course of a stream or river, or
substantially increase the rate or
amount of surface runoff in a
manner which would result in
flooding on- or off-site?
□ □ □
e) Create or contribute runoff water
which would exceed the capacity of
existing or planned stormwater
drainage systems or provide
substantial additional sources of
polluted runoff?
□ □ □
f) Otherwise substantially degrade
water quality? □ □ □
Environmental Evaluation
LA Fitness Health Club 43
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
g) Place housing within a 100-year
flood hazard area as mapped on a
federal Flood Hazard Boundary or
Flood Insurance Rate Map or other
flood hazard delineation map?
□ □ □
h) Place within a 100-year flood
hazard area structures which would
impede or redirect flood flows? □ □ □
i) Expose people or structures to a
significant risk of loss, injury or
death involving flooding, including
flooding as a result of the failure of
a levee or dam?
□ □ □
j) Inundation by seiche, tsunami, or
mudflow? □ □ □
a) Less Than Significant Impact. A project normally would have an impact on surface water
quality if discharges associated with the project would create pollution, contamination, or
nuisance as defined in Section 13050 of the California Water Code (CWC), or that cause
regulatory standards to be violated as defined in the applicable National Pollutant Discharge
Elimination System (NPDES) stormwater permit or Water Quality Control Plan for the receiving
water body. For the purpose of this specific issue, a significant impact could occur if the project
would discharge water that does not meet the quality standards of the agencies which regulate
surface water quality and water discharge into stormwater drainage systems. Significant impacts
could also occur if the proj ect does not comply with all applicable regulations with regard to
surface water quality as governed by the State Water Resources Control Board (SWRCB). These
regulations include preparation of a Standard Urban Storm Water Mitigation Plan (SUSMP) to
reduce potential post-construction water quality impacts.
Discharges into stormwater drains or channels from construction sites of one acre or larger are
regulated by the General Permit for Storm Water Discharges Associated with Construction Activity
(General Permit: Water Quality Order 99-08-DWQ) issued by the State Water Quality Control
Board in August 1999 and modified in April 2001. The General Permit was issued pursuant to
National Pollutant Discharge Elimination System (NPDES) regulations of the Environ mental
Protection Agency (EPA), as authorized by the Clean Water Act. Compliance with the General
Permit involves developing and implementing a Storm Water Pollution Prevention Plan (SWPPP)
specifying best management practices (BMPs) that the project would use to minimize pollution of
stormwater. The SWPPP BMPs would follow the guidelines set forth by the State Water Resources
Control Board (SWRCB).
The project applicant will be required to comply with NPDES permit requirements through the
preparation and implementation of a SWPPP for construction activities. The City’s Public Works
Director will review the application for compliance with applicable regulations and to ensure that
no water quality standards or discharge requirements are violated.
Environmental Evaluation
44 Initial Study
The project applicant has completed a Preliminary Water Quality Management Plan (WQMP).
According to the WQMP, impervious surfaces will decrease as a result of project development. The
percentage of pervious surfaces would increase from 6.1 percent to 7.4 percent of the site, and
the percentage of impervious surfaces would decrease from 93.9 percent to 92.6 percent. The
increase in pervious surface area and decrease in pervious surfaces would be attributed to the
amount of pervious landscaping that is proposed as part of project development. Because the
project would include pervious landscaped areas greater than current conditions, total runoff
post-development would incrementally decrease discharge for onsite drainage for a 10-year
design storm.
Nonetheless, the WQMP includes recommendations for modular wetlands biofiltration devices and
structural and non-structural source control BMPs that would be incorporated into project design.
Per the geotechnical report, infiltration Best Management Practices (BMPs) were determined to be
infeasible for the site. Structural source control BMPs would include efficient irrigation systems
and landscape design, water conservation measures, smart controllers, and storm drain stenciling
and signage. Non-structural source control BMPs would include education of property owners and
tenants, certain activity restrictions, management of common area landscaping, Title 22 CCR
compliance, common area litter control, employee training, common are a catch basin inspection,
street sweeping of private streets and parking lots, and implementation of a Spill Contingency
Plan and the Uniform Fire Code.
Plans for stormwater treatment are required to meet City and regional standards. With
compliance with existing laws, and the implementation of the above-mentioned water quality
control measures, project impacts on water quality standards would be less than significant.
b) Less Than Significant Impact. If the project removed an existing groundwater recharge
area or substantially reduced runoff that results in groundwater recharge, a potentially significant
impact could occur.
According to the project WQMP, groundwater levels beneath the site are estimated to be 12 feet
below the ground surface. Project-related grading would not reach these depths, and no
disturbance of groundwater is anticipated. The proposed building footprint area and paved
parking areas would not increase impervious surface coverage on the site; rather, impervious
surfaces would be decreased through increased on-site landscaping. As such, the total amount of
infiltration on site would be increased over existing conditions. Since this site is currently
developed and is not managed for groundwater supplies, this change in infiltration would not have
a significant effect on groundwater supplies or recharge.
The project would be required to comply with Section 11.4.30 (Landscaping and Buffer Yards) of
the City of Seal Beach Municipal Code, which would lessen the project’s demand for water
resources. Also, CBC Title 24 water efficiency measures require a demonstrated 20 percent
reduction in the use of potable water. The project’s landscaping plans include drought -tolerant
landscaping materials. Compliance with Title 24 a nd the City’s Water Conservation in
Landscaping and Water Efficient Landscaping Ordinances would reduce the proposed project’s
impacts to groundwater supplies to a level of less than significant. Water supply is further
discussed in Checklist Response 3.17d.
c) Less Than Significant Impact. Potentially significant impacts to the existing drainage
pattern of the site or area could occur if development of the project results in substantial on - or
off-site erosion or siltation. No streams cross the project site; thus, the project would not alter
any stream course. As discussed in Section 4.9.a above, the project would include facilities to
treat stormwater flows on site through modular wetland biofiltration and a number of structu ral
and non-structural source control MBPs before runoff enters going to the municipal storm drain
Environmental Evaluation
LA Fitness Health Club 45
system. A site drainage plan is required by the City of Seal Beach and would be reviewed by the
City Engineer. The final grading and drainage plan will be approved by the City Engineer during
plan check review. Erosion and siltation reduction measures would be implemented during
construction consistent with an approved SWPPP, which will demonstrate compliance with the
City’s NPDES permit. At the completion of construction, the project would consist of impervious
surfaces and landscaped areas, and would therefore not be prone to substantial erosion. No
streams cross the project site; thus, the project would not alter any stream course. Impact would
be less than significant.
d-e) Less Than Significant Impact. No streams traverse the project site; thus, the project
would not result in the alteration of any stream course. During construction, the project applicant
would be required to develop and implement a SWPP P as required by law; this would prevent
polluted runoff from leaving the construction site.
With regard to project operation, on -site drainage would be directed to modular wetland
biofiltration treatment systems before discharging into street drains. Construction of the proposed
project would not increase the net area of impermeable surfaces on the site ; in fact, the project
would increase permeable areas and infiltration; therefore, substantially increased discharges to
the City’s existing storm drain system will not occur and will not impact local storm drain
capacity. The project is not an industrial use and therefore will not result in substantial pollutant
loading such that treatment control BMPs would be required to protect downstream water quality.
Impacts would be less than significant.
f) No Impact. The project does not propose any uses that w ould have the potential to
otherwise degrade water quality beyond those issues discussed in Section 4.9.
g) No Impact. The project does not propose any housing; therefore, no impact would occur.
h) No Impact. The proposed project is not located within a 100-year floodplain, as mapped by
the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps. The project site
is identified as Zone X, defined by FEMA as areas outside the 0.2 percent annual chance
floodplain. 25 Therefore, no rising of a floodplain would occur.
i) No Impact. According to the City of Seal Beach General Plan Safety Element, the project site
is not located within an inundation area of a dam.26 Thus, the project is not anticipated to result
in the exposure of persons or structures to risk of hazards associated with dam inundation. No
impact would occur.
j) No Impact. The proposed project is located less than a mile from the Pacific Ocean.
However, according to the Seal Beach General Plan Safety Element, seismically induced seiches
(that is, the sloshing of water due to an earthquake) are not considered a potential hazard in the
City. Moreover, the tsunami hazard in the City is considered low for elevations above the principal
sea bluff in Seal Beach. Areas on the beach or below the sea bluff are considered to have a
moderate tsunami hazard, depending on tidal conditions and their elevation with respect to sea
level. The proposed project site is located in a completely urbanized area of the City,
approximately 16 feet above sea level. Impacts related to seiche and tsunami are not expected to
occur.
25 Federal Emergency Management Agency. Flood Insurance Rate Map. Map Number 06059C0112J.
December 3, 2009.
26 City of Seal Beach. Seal Beach General Plan Safety Element. P. S-69. December 2003.
Environmental Evaluation
46 Initial Study
4.10 – Land Use and Planning
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Physically divide an established
community? □ □ □
b) Conflict with any applicable land
use plan, policy, or regulation of an
agency with jurisdiction over the
project (including, but not limited
to the general plan, specific plan,
local coastal program, or zoning
ordinance) adopted for the purpose
of avoiding or mitigating an
environmental effect?
□ □ □
c) Conflict with any applicable habitat
conservation plan or natural
community conservation plan? □ □ □
a) No Impact. The proposed project site is located on the edge of an existing shopping center,
The Shops at Rossmoor and adjacent to a co ndominium complex to the north, separated from
The Shops at Rossmoor by a block wall. The proposed project would replace asphalt parking with
a health club. The proposed project is consistent and compatible with surrou nding land uses
within the shopping center and will not divide an established community. The project does not
propose construction of any roadway, flood control channel, or other structure that would
physically divide any portion of the community. Therefore, no impact would occur.
b) No Impact. The project site is designated as General Commercial in the Seal Beach General
Plan. The project site is zoned General Commercial (GC).
The General Commercial land use category accommodates highway-oriented commercial uses.
The GC zone allows a range of retail sales and service uses by right, such as those occupying The
Shops at Rossmoor center. Large-scale commercial recreation uses, such as the proposed health
club project, are permitted subject to approval of a Conditional Use Permit. The proposed project
is consistent with both General Plan policy and zoning regulations. No impact would occur.
c) No Impact. As discussed in Checklist Response 4.4.f above, the proposed project site and
surrounding areas are not part of any habitat conservation pl an, natural community conservation
plan, or other approved local, regional, or state habitat conservation plan. As such, no impact
would occur.
Environmental Evaluation
LA Fitness Health Club 47
4.11 – Mineral Resources
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Result in the loss of availability of a
known mineral resource that would
be of value to the region and the
residents of the state?
□ □ □
b) Result in the loss of availability of a
locally-important mineral resource
recovery site delineated on a local
general plan, specific plan or other
land use plan?
□ □ □
a-b) No Impact. The project site, located within a fully urbanized area of the City of Seal Beach,
is surrounded by commercial and residential uses. No mineral resource areas exist in the
immediate vicinity.27 Development would not result in the loss of a known mineral resource. No
impact would occur.
27 City of Seal Beach. Seal Beach General Plan Open Space Element. p. OS-30. December 2003.
Environmental Evaluation
48 Initial Study
4.12 – Noise
Would the project result in:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Exposure of persons to or
generation of noise levels in excess
of standards established in the local
general plan or noise ordinance, or
applicable standards of other
agencies?
□ □ □
b) Exposure of persons to or
generation of excessive
groundborne vibration or
groundborne noise levels?
□ □ □
c) A substantial permanent increase in
ambient noise levels in the project
vicinity above levels existing
without the project?
□ □ □
d) A substantial temporary or periodic
increase in ambient noise levels in
the project vicinity above levels
existing without the project?
□ □ □
e) For a project located within an
airport land use plan or, where
such a plan has not been adopted,
within two miles of a public airport
or public use airport, would the
project expose people residing or
working in the project area to
excessive noise levels?
□ □ □
f) For a project within the vicinity of a
private airstrip, would the project
expose people residing or working
in the project area to excessive
noise levels?
□ □ □
The criteria used for assessing noise impacts associated with the proposed project include the
noise standards set forth in Title 24, Part 2 of the California Code of Regulations, the Federal
Highway Administration Roadway Construction Noise model, and the City of Seal Beach Noise
Compatibility Guidelines in the General Plan, and Chapter 7.15 (Noise) of the Municipal Code .
Also, groundbourne vibrations were analyzed using criteria established by Caltrans since the City
does not have any thresholds for assessing vibration impacts.
Environmental Evaluation
LA Fitness Health Club 49
Noise can be defined as unwanted sound. Sound (and therefore noise) consists of energy waves
that people receive and interpret. Sound pressure levels are described in logarithmic units of
ratios of sound pressures to a reference pressure, squared. These units are called bels. In order
to provide a finer description of sound, a bel is subdivided into 10 decibels, abbreviated dB. To
account for the range of sound that human hearing perceives, a modified scale is utilized known
as the A-weighted decibel (dBA). Since decibels are logarithmic units, sound pressure levels
cannot be added or subtracted by ordinary arithmetic means. Fo r example, if one automobile
produces a sound pressure level of 70 dBA when it passes an observer, two cars passing
simultaneously would not produce 140 dBA. In fact, they would combine to produce 73 dBA. This
same principle can be applied to other traffic quantities as well. In other words, doubling the
traffic volume on a street or the speed of the traffic will increase the traffic noise level by 3 dBA.
Conversely, halving the traffic volume or speed will reduce the traffic noise level by 3 dBA. A 3
dBA change in sound is the beginning at which humans generally notice a barely perceptible
change in sound and a 5 dBA change is generally readily perceptible.28
Noise consists of pitch, loudness, and duration; therefore, a variety of methods for measuring
noise has been developed. According to the California General Plan Guidelines for Noise Elements,
the following are common metrics for measuring noise:29
LEQ (Equivalent Energy Noise Level): The sound level corresponding to a steady-state sound
level containing the same total energy as a time-varying signal over given sample periods. LEQ is
typically computed over 1-, 8-, and 24-hour sample periods.
CNEL (Community Noise Equivalent Level): The average equivalent A-weighted sound level
during a 24-hour day, obtained after addition of five decibels to sound levels in the evening from
7:00pm to 10:00pm and after addition of ten decibels to sound levels in the night from 10:00pm
to 7:00am.
LDN (Day-Night Average Level): The average equivalent A-weighted sound level during a 24-
hour day, obtained after the addition of ten decibels to sound levels in the night after 10:00pm
and before 7:00am.
CNEL and LDN are utilized for describing ambient noise levels because they account for all noise
sources over an extended period of time and account for the heightened sensitivity of people to
noise during the night. LEQ is better utilized for describing specific and consistent sources because
of the shorter reference period.
a) Less Than Significant Impact. The City of Seal Beach General Plan Noise Element
establishes noise/land use compatibility criteria, and Municipal Code Chapter 7.15 (Noise) sets
forth noise regulations by land use.30 General Plan noise policy does not directly address uses
such as the proposed health club, but the use can be considered analogous to an outdoor
recreation facility, which can be considered compatible in environments where the exterior noise
level is up to 70-75 Ldn or CNEL.
28 California Department of Transportation. Basics of Highway Noise: Technical Noise Supplement.
November 2009.
29 California Governor’s Office of Planning and Research. General Plan Guidelines. 2003.
30 City of Seal Beach Municipal Code. Chapter 7.15 (Noise).
Environmental Evaluation
50 Initial Study
With regard noise ordinance regulations applied to commercial uses such as the proposed health
club, the use can generate a maximum exterior noise level of 65 dBA CNEL during all hours of the
day (with noise spikes permitted of short duration).
Existing land uses surrounding the project site and within the project vici nity generally consists of
commercial and residential land uses. The project site is located within an existing 70 dBA CNEL
noise contour for roadway and freeway noise; however, this noise level is within the “normally
acceptable” level for commercial uses as denoted in the City’s Code of Ordinances. The proposed
project will not result in any new uses or traffic generation that would increase noise levels in the
vicinity or expose persons to levels above those that are deemed normally acceptable in the noise
ordinance. Impact would be less than significant.
b) Less Than Significant Impact. A significant impact would occur if project construction or
operation results in exposure of persons to or generation of excessive groundborne vibration or
groundborne noise levels. Vibration is the movement of mass over time. It is described in terms
of frequency and amplitude and unlike sound; there is no standard way of measuring and
reporting amplitude. Vibration can be described in units of velocity (inches per second) or
discussed in decibel (dB) units in order to compress the range of numbers required to describe
vibration. Vibration impacts to buildings are generally discussed in terms of peak particle velocity
(PPV) that describes particle movement over time (in terms of physical displacement of mass).
For purposes of this analysis, PPV will be used to describe all vibration for ease of reading and
comparison. The primary concern related to vibration and people is the potential to annoy those
working and residing in the area. Vibration with high enough amplitudes can damage structures
(such as crack plaster or destroy windows). Groundborne vibration can also disrupt the use of
sensitive medical and scientific instruments such as electron microscopes. Common sou rces of
vibration within communities include construction activities and railroads. Operation of the
proposed health club does not include uses that cause vibration , and there are no railroads
located in close proximity to the project site.
Construction Impacts
The proposed project site is adjacent to a residential condominium development. Potential
concerns during project construction include groundborne vibrations. Groundborne vibration
generated by construction projects is usually highest during pile d riving, rock blasting, soil
compacting, jack hammering, and demolition -related activities. Next to pile driving, grading
activity has the greatest potential for vibration impacts if large bulldozers, large trucks, or other
heavy equipment are used. Accordi ng to the Caltrans vibration manual, large bulldozers, vibratory
rollers (used to compact earth), and loaded trucks utilized during grading activities can produce
vibration, and depending on the level of vibration, could cause annoyance at uses within the
project vicinity or can damage structures. Caltrans has developed a screening tool to determine of
vibration from construction equipment is substantial enough to impact surrounding uses. The
Caltrans vibration manual establishes thresholds for vibration impacts on buildings and humans.
These thresholds are summarized in Tables 5 (Vibration Damage Potential Threshold Criteria) and
6 (Vibration Annoyance Potential Threshold Criteria).
Environmental Evaluation
LA Fitness Health Club 51
Table 2
Vibration Damage Potential Threshold Criteria
Structural Integrity Maximum PPV (in/sec)
Transient Continuous
Extremely fragile historic buildings, ruins, ancient monuments 0.12 0.08
Fragile buildings 0.20 0.10
Historic and some older buildings 0.50 0.25
Older residential structures 0.50 0.30
New residential structures 1.00 0.50
Modern industrial and commercial structures 2.00 0.50
Source: Caltrans 2004
Table 3
Vibration Annoyance Potential Threshold Criteria
Human Response PPV Threshold (in/sec)
Transient Continuous
Barely perceptible 0.04 0.01
Distinctly perceptible 0.25 0.04
Strongly perceptible 0.90 0.10
Severely perceptible 2.00 0.40
Source: Caltrans 2004
As noted above, Seal Beach does not have any regulations pertaining to vibration. However, the
City does regulate construction noise (see Municipal Code Section 7.15.025, Exemptions), limiting
construction, repair, remodeling, or grading of any real prope rty to between the hours of 7:00
A.M. and 8:00 P.M. on weekdays, and 8:00 A.M. and 8:00 P.M. on Saturdays. Construction activities
are not permitted on Sundays.
Construction activities that use vibratory rollers and bulldozers are repetitive sources of v ibration;
therefore, the continuous threshold above has been used to assess potential impact on the
adjacent residential development. Given the age of the development, the older residential
structures threshold was used. Based on the threshold criteria summarized in Tables 5 and 6,
vibration from use of heavy construction equipment for the proposed project would be below the
thresholds to cause damage to nearby structures and result in less than barely perceptible
vibration at the four receptors shown in Table 7 (Distance to Vibration Receptors) and Table 8
(Construction Vibration Impacts). Impact would be less than significant impact. Also, the
requirements in the Municipal Code related to noise would limit the hours of construction as noted
above.
Table 4
Distance to Vibration Receptors
Receptors
Distance from Center
of Project Site (ft)
1 – Multi-Family Residential (N) 233
2 – Multi-Family Residential (W) 298
3 – Single Family Residential (W) 590
4 – Multi-Family Residential (SW) 381
Environmental Evaluation
52 Initial Study
Table 5
Construction Vibration Impacts
Receptors Equipment PPVref
Distance
(feet) PPV
1 – Multi-Family Residential (N) Vibratory Roller 0.21 233 0.0115
2 – Multi-Family Residential (W) Vibratory Roller 0.21 298 0.0084
3 – Single Family Residential (W) Vibratory Roller 0.21 590 0.0034
4 – Multi-Family Residential (SW) Vibratory Roller 0.21 381 0.0061
1 – Multi-Family Residential (N) Large Bulldozer 0.089 233 0.0049
2 – Multi-Family Residential (W) Large Bulldozer 0.089 298 0.0036
3 – Single Family Residential (W) Large Bulldozer 0.089 590 0.0015
4 – Multi-Family Residential (SW) Large Bulldozer 0.089 381 0.0010
1 – Multi-Family Residential (N) Loaded Truck 0.076 233 0.0042
2 – Multi-Family Residential (W) Loaded Truck 0.076 298 0.0030
3 – Single Family Residential (W) Loaded Truck 0.076 590 0.0012
4 – Multi-Family Residential (SW) Loaded Truck 0.076 381 0.0022
1 – Multi-Family Residential (N) Jackhammer 0.035 233 0.0019
2 – Multi-Family Residential (W) Jackhammer 0.035 298 0.0014
3 – Single Family Residential (W) Jackhammer 0.035 590 0.0006
4 – Multi-Family Residential (SW) Jackhammer 0.035 381 0.0010
c) Potentially Significant Impact. The proposed project has the potential to increase ambient
noise levels associated with activity on the site and increased traffic generation in the project
vicinity. Below is a discussion of the existing noise environment on the site, followed by a
discussion of noise measurements and operational noise that can be expected from the proposed
project.
Existing Noise Environment
The proposed project site is currently used as parking for retail and other uses within the Shops
at Rossmoor. Also, vehicles have been observed using the parking lot during the late evening and
overnight, after businesses have closed. As such, the project site currently experiences frequent
automobile arrivals and departures associated with use of the retail shops and overnight parking.
While arrivals and departures associated with the retail uses occur during the posted operating
hours of businesses, arrivals and departures of other vehicles occur throughout the day and night,
as observed during site visits. The project site is also located on the rear/service side of existing
retail stores to the east, meaning truck trailer loading docks are located in this area. As such, this
area experiences sporadic semi-truck deliveries during the daytime store operating hours, as
observed during site visits. Truck trailer deliveries create temporary noise spikes with opening of
trailer gates, extending of delivery ramps, and cold starting of diesel engines.
Operation of the proposed project would produce noise associated with such activities as vehicle
traffic, loud conversations, opening and closing of car doors, periodic landscape maintenance, etc.
These noise sources could exceed standards established in the local noise ordinance. Moreover,
the proposed health club would increase traffic on either Seal Beach Boulevard or Rossmoor
Center Way and therefore could result in an ambient increase in traffic-related noise by 3 dBA or
more 31. Thus, operation of the proposed health club and associated traffic-related noise could
create noise increases that would be perceptible to the surrounding community. This issue
requires analysis in an EIR.
31 LSA Associates, Inc. Traffic Analysis. Health Club Within the Shops at Rossmoor. March, 2015.
Environmental Evaluation
LA Fitness Health Club 53
d) Potentially Significant Impact. The project would have associated temporary construction-
related noise increases due to on-site ground disturbing and construction activities. Construction
noise levels vary depending on the type and intensity of construction activity, equipment type and
duration of use, and the distance between the noise sources and the receiver. Typical sound
emission characteristics of construction equipment are provided in Exhibit 6 (Construction
Equipment Noise).
Temporary noise increases would be greatest during demolition activities when jackhammers and
small bulldozers can produce noise levels up to 88.9 dBA at 233 feet (at the adjacent
condominium development) from the equipment source. This noise level could exceed the noise
ordinance ambient standard for residential areas and the impact is potentially significant. This
issue requires analysis in an EIR.
e,f) No Impact. Impacts related to excessive noise levels from Los Alamitos JFTB are discussed
in Section 4.8, Hazards and Hazardous Materials. As indicated, the proposed project site is
located outside both the noise contours shown in the AELUP for the air base.32 As such, the
proposed project would be compatible with the AELUP noise policies and would not expose
persons residing or working in the project vicinity to excessive aircraft-related noise levels.
Impacts related to exposing people to excess airport noise would be less than significant.
32 Los Alamitos Joint Forces Training Base Airport Environs Land Use Plan. Impact Zones Map. December 19,
2002.
Environmental Evaluation
54 Initial Study
Exhibit 6
Construction Equipment Noise
Environmental Evaluation
LA Fitness Health Club 55
4.13 – Population and Housing
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Induce substantial population
growth in an area, either directly
(for example, by proposing new
homes and businesses) or indirectly
(for example, through extension of
roads or other infrastructure)?
□ □ □
b) Displace substantial numbers of
existing housing, necessitating the
construction of replacement
housing elsewhere?
□ □ □
c) Displace substantial numbers of
people, necessitating the
construction of replacement
housing elsewhere?
□ □ □
a) Less Than Significant Impact. The proposed project does not include any residential uses;
therefore, this project could not result in any direct residential growth. No new expanded
infrastructure is proposed that could accommodate additional growth in the area that is not
already possible with existing infrastructure, so no indirect population growth would occur. The
project would bring a new business to the area. The applicant anticipates up to 45 employees in
the new health club, with approximately 15 employees on site for any single shift. According to
the Southern California Association of Governm ents (SCAG), employment in the City is projected
to increase by 1,200 jobs between 2008 and 2035.33 Project employment for the project is within
the employment growth assumptions for Seal Beach. Due to the urban nature of the City and
surrounding area, this potential minimal increase in the employment population is expected to be
accommodated by existing housing in the City and neighboring communities. Impacts would be
less than significant.
b) No Impact. The project site is currently an asphalt parking that will be partially demolished
to facilitate project construction. The project site does not contain any housing units and does not
require removal of any residential units; no impact would occur.
c) No Impact. Displacement, in the context of housing, can generally be defined as persons or
groups of persons who have been forced or obliged to flee or to leave their homes or places of
33 Southern California Association of Governments. RTP 2012 Adopted City-Level Integrated Growth
Forecast. April 2012.
Environmental Evaluation
56 Initial Study
habitual residence.34 There is no housing located onsite and therefore no residents. As such, the
project would not result in forced or obliged removal of persons. No impact would occur.
34 The Brookings Institute. Handbook for Applying the Guiding Principles on Internal Displacement . 1999.
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LA Fitness Health Club 57
4.14 – Public Services
Would the project result in substantial adverse physical impacts associated with the
provision of new or physically altered governmental facilities, need for new or physically
altered governmental facilities, the construction of which could cause significant
environmental impacts, in order to maintain acceptable service ratios, response times or
other performance objectives for any of the public services:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Fire protection? □ □ □
b) Police protection? □ □ □
c) Schools? □ □ □
d) Parks? □ □ □
e) Other public facilities? □ □ □
a) Less Than Significant Impact. The Orange County Fire Authority (OCFA) provides fire
protection and emergency medical response services to the City of Seal Beach. OCFA also
provides prevention services (e.g., inspections, permits, and d rills) within its jurisdiction. OCFA
has mutual aid agreements with other jurisdictions and practices unified command in response to
potential emergencies.
The project site is served by OCFA Fire Station No. 48 , which is located 0.8 miles south of the
project site. Fire Station No. 48, located at 3131 North Gate Road in Seal Beach, is staffed with a
four-person quint (combination engine/ladder truck apparatus) and a two-person paramedic
squad. In 2009, Fire Station No. 48 received 5,956 calls.35 Use of fire protection services for the
proposed project is expected to be similar to other commercial activities in the area. No new or
expanded fire protection facilities would be required as a r esult of this project. Furthermore, the
proposed health club does not propose to use hazardous materials or engage in hazardous
activities that would require new or modified fire protection equipment to me et potential
emergency demand. Impacts related to expansion of fire protection services would be less than
significant.
b) Less Than Significant Impact. The Seal Beach Police Department (SBPD), headquartered at
911 Seal Beach Boulevard, provides police protection to the City, including the project sit e. The
SBPD covers a service area of approximately 13 square miles and a population of 24,605 . SBPD
35 Orange County Fire Authority Website. OCFA Fire Stations Details: Station No. 48.
http://www.ocfa.org/Menu/Departments/Operations/PopUps/stn48.htm [Accessed March, 2015].
Environmental Evaluation
58 Initial Study
has 40 sworn police officers, or a ratio of .615 police officers for every 1,000 persons. SBPD also
has 24 civilian staff.36
The proposed health club is a commercial business that would not create any unique crime
problems than any other similar operation; such activities can be handled with the existing level
of police resources. Private security is currently provided for the shopping center, as observed
during site visits. No new or expanded police facilities would need to be constructed as a result of
this project. No substantial increase in crime is expected with development of the proposed
project. Impacts on police protection services would be less than significant.
c) Less Than Significant Impact. As a commercial land use, this project would not have any
residential population and would not generate any direct demand for school facilities. However,
the project could have an indirect impact by attracting employees to the area with school-age
children. Pursuant to the Leroy F. Green School Facilities Act (AB 2926), as adopted in California
Education Code Section 17070.10-17070.99, the project proponent would be required to pay
developer fees to the Los Alamitos Unified School District, prior to the issuance of building
permits, at the current rate charged to commercial development projects. This fee would help
support provision of school services for the community as a whole. According to AB 2926,
payment of developer fees constitutes adequate mitigation for any project -related impacts to
school facilities. Impact to school facilities would be less than significant.
d) Less Than Significant Impact. Demand for park and recreational facilities generally are the
direct result of residential development. However, as indicated above, no residential dwelling
units are proposed as part of this project. Also, the project would not substantially contribute a
new employment base to the City that could impact demand for public parks (see Section 14.3).
As a result, no substantial demand for park and recreation facilities would result. Furthermore,
the project primary purpose is to provide onsite activities where patrons participate in
recreation/fitness exercises within the proposed structure. Impact would be less than significant.
e) No Impact. The proposed project, a nonresidential use, would not result in any population
growth that would require expansion of any other public services such as libraries or hospitals.
The proposed health club would not rely on any such services to conduct normal business
operations. No impact would occur.
36 City of Seal Beach. Seal Beach Police Department Website.
http://www.sealbeachca.gov/safety/police/organization/ [Accessed March, 2015].
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LA Fitness Health Club 59
4.15 – Recreation
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Would the project increase the use
of existing neighborhood and
regional parks or other recreational
facilities such that substantial
physical deterioration of the facility
would occur or be accelerated?
□ □ □
b) Does the project include
recreational facilities or require the
construction or expansion of
recreational facilities which might
have an adverse physical effect on
the environment?
□ □ □
a) No Impact. The proposed health club project would not increase use of existing recreational
facilities because employees, patrons, and vendors are not expected to combine a trip to a local
park with a trip to this health club. All fitness/recreational activities associated with this use are
programmed to occur within the building. Therefore, no impact would occur.
b) No Impact. The project does not include outdoor recreational facilities and does not
necessitate expansion of existing outdoor recreational facilities. The proposed project is a 37,000-
square-foot health club where patrons pay a membership fee to participate in recreation/fitness
exercises within the proposed structure. Therefore, no adverse physical effect on the environment
caused by expansion or construction of outdoor recreational facilities would occur.
Environmental Evaluation
60 Initial Study
4.16 – Transportation and Traffic
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Conflict with an applicable plan,
ordinance or policy establishing
measures of effectiveness for the
performance of the circulation
system, taking into account all
modes of transportation including
mass transit and non-motorized
travel and relevant components of
the circulation system, including
but not limited to intersections,
streets, highways and freeways,
pedestrian and bicycle paths, and
mass transit?
□ □ □
b) Conflict with an applicable
congestion management program,
including, but not limited to level of
service standards and travel
demand measures, or other
standards established by the county
congestion management agency for
designated roads or highways?
□ □ □
c) Result in a change in air traffic
patterns, including either an
increase in traffic levels or a change
in location that results in
substantial safety risks?
□ □ □
d) Substantially increase hazards due
to a design feature (e.g., sharp
curves or dangerous intersections)
or incompatible uses (e.g., farm
equipment)?
□ □ □
e) Result in inadequate emergency
access? □ □ □
Environmental Evaluation
LA Fitness Health Club 61
f) Conflict with adopted policies,
plans, or programs regarding public
transit, bicycle, or pedestrian
facilities, or otherwise decrease the
performance or safety of such
facilities?
□ □ □
a) Potentially Significant Impact. For the prior application, a project-specific traffic/circulation
analysis, authored by LSA Associates Inc. and dated October, 2015 (see Appendices B and C,
Traffic and Queuing Analysis and Traffic Impact Analysis), was prepared to assess project traffic
impacts. The analysis was prepared consistent with the City Traffic Impact Study Guidelines
(March 2010) and the City’s General Plan (December 2012).37 The prior study found that with the
proposed extension of the northbound left-turn pocket on Seal Beach Boulevard onto Rossmoor
Center Way (see Exhibit 7), all traffic impacts would be reduced to a less-than-significant level.
During the public hearing process, additional questions were raised about traffic impacts, including
possible vehicle/pedestrian conflicts on Rossmoor Center Drive. To comprehensively address all
traffic concerns, the October, 2015 traffic study will be updated, and traffic impacts will be
analyzed in an EIR.
b) No Impact. The Congestion Management Program (CMP) is administered by the Orange
County Transportation Authority (OCTA). The CMP establishes a service goal of LOS E or better on
all CMP roadway segments. There are no CMP intersections, roadway segments, or highway
segments in close proximity to the project site. None of the traffic study intersections or roadway
segments is included in the OCTA CMP.38 As identified in Section 4.16.a above, the proposed health
club would result in 1,218 new trips. The project would not, therefore, conflict with an applicable
congestion management program or level of service standard established by the congestion
management agency. No impact would occur.
c) No Impact. The project site is located within the planning area of an airport land use plan;
however, the project does not include any structures that would change air traffic patterns or uses
that would generate air traffic. Furthermore, the proposed building height (35 feet at its highest
point) would not affect airport approach or departure spaces or any air traffic patterns. Therefore,
no impacts related to a change in air traffic patterns would occur.
37 LSA Associates, Inc. Traffic Analysis. Health Club Within the Shops at Rossmoor. September, 2015.
38 Orange County Transportation Authority. 2011 Orange County Congestion Management Program. 2011.
Environmental Evaluation
62 Initial Study
Environmental Evaluation
LA Fitness Health Club 63
d) No Impact. Access to the project site is proposed via two driveways on Rossmoor Center
Way. The site can also be accessed via Towne Center Drive from a driveway that enters the Shops
at Rossmoor from Seal Beach Boulevard. The applicant is also considering establishing a new
right-turn-in only driveway on southbound Seal Beach Boulevard approximately 500 feet south of
Rossmoor Center Way (see previous Figure 5). Extension of the left-turn pocket from northbound
Seal Beach Boulevard onto Rossmoor Center Way will be extended an additional 125 to
accommodate anticipated increases in queuing. The design of the proposed project and associated
circulation improvements would comply with all applicable City regulations. Furthermore, the
proposed project does not involve changes in the alignment of Seal Beach Boulevard or Rossmoor
Center Way, which are adjacent to the project site. The left-turn pocket extension would not revise
Seal Beach Boulevard’s alignment or increase hazards. With regard to the possible right-turn-in
only driveway, such a driveway can only be installed if it meets City design criteria. As such,
impacts related to roadway design features and incompatible uses would be less than significant.
e) Less Than Significant Impact. A significant impact would occur if the design of the
proposed project would not satisfy emergency access requirements of the Orange County Fire
Authority or in any other way threaten the ability of emergency vehicles to access and serve the
project site or adjacent uses. The proposed project would not result in inadequate emergency
access. As discussed above, access to the project site is proposed via two driveways on Rossmoor
Center Way and an additional entrance into the Shops at Rossmoor on Seal Beach Boulevard. The
width of these driveways, as well as internal drive aisles, is sufficient to provide access for fire and
emergency vehicles and is consistent with the California Fire Code. All access features are subject
to and must satisfy the City of Seal Beach and Orange County Fire Authority design requirements.
This project would not result in adverse impacts with regard to emergency access. Impact would
be less than significant.
f) Less than Significant Impact. Public bus transit service in the project vicinity is currently
provided by the Orange County Transportation Authority (OCTA) Bus Route 42 on Seal Beach
Boulevard. This line runs at a high frequency (every 15 minutes or better) over a long service day,
with service late into the evening and on weekends. The proposed project would not result in any
substantial changes to lane or street configuration of Seal Beach Boulevard, any surrounding
streets, or to existing sidewalks. Seal Beach Boulevard is not equipped with striped bicycle lanes.
While a left-turn pocket lane will be extended on Seal Beach Boulevard, this traffic improvement
would not demonstrably affect performance or safety of alternative transportation facilities. During
project construction, temporary closures of sidewalk areas would be required. However, these
closures would be short term in nature, and appropriate signage would be required to direct
pedestrians around the closure. Lane closures associated with extension of the left-turn pocket
lane would be coordinated and limited to the left-turn pocket and median. Impacts would be less
than significant.
Environmental Evaluation
64 Initial Study
4.17 – Utilities and Service Systems
Would the project:
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Exceed wastewater treatment
requirements of the applicable
Regional Water Quality Control
Board?
□ □ □
b) Require or result in the construction
of new water or wastewater
treatment facilities or expansion of
existing facilities, the construction
of which could cause significant
environmental effects?
□ □ □
c) Require or result in the construction
of new storm water drainage
facilities or expansion of existing
facilities, the construction of which
could cause significant
environmental effects?
□ □ □
d) Have sufficient water supplies
available to serve the project from
existing entitlements and
resources, or are new or expanded
entitlements needed?
□ □ □
e) Result in a determination by the
wastewater treatment provider
which serves or may serve the
project that it has adequate
capacity to serve the project’s
projected demand in addition to the
provider’s existing commitments?
□ □ □
f) Be served by a landfill with
sufficient permitted capacity to
accommodate the project’s solid
waste disposal needs?
□ □ □
g) Comply with federal, state, and
local statutes and regulations
related to solid waste? □ □ □
Environmental Evaluation
LA Fitness Health Club 65
a) Less Than Significant Impact. The proposed project could affect Regional Water Quality
Control Board treatment standards by increasing wastewater production, which would require
expansion of existing facilities or construction of new facilities. Exceeding the RWQCB treatment
standards could result in contamination of surface or ground waters with pollutants such as
pathogens and nitrates.
The project site is served by a public sewer system. All wastewater generated by the proposed
project would be discharged into the local sewer m ain and conveyed for treatment at the Orange
County Sanitation Districts (OCSD) reclamation plants. OCSD, under contract with Seal Beach,
collects and treats wastewater at regional facilities. According to the 2010 Urban Water
Management Plan for the City of Seal Beach, OCSD’s collection system eventually feeds into the
OCSD Plant No. 2 located at 22212 Brookhurst Street in the City of Huntington Beach. OCSD
Plant 2 has a treatment capacity of 70 million gallons per day (MGD).39
Based on the CalEEMod default estimates for water use, the health club would use approximately
3,551,450 gallons of water annually, which includes both indoor uses such as showers and
drinking fountains and outdoor use such as sprinklers for landscaping. Generally, wastewater is
approximately 80% of total water demand. As such, the project is estimated to generate
approximately 2,841,160 gallons of wastewater per year, or 7,784 gallons per day (gpd). This
volume is well within the remaining treatment capacity of OCSD Plant No. 2 . This project would
thus have a less-than-significant impact on the ability of the facility to operate within its
established wastewater treatment requirements, which are enforced via the facility’s NPDES
permit authorized by the Santa Ana Regional Water Quality Control Board.
Wastewater flows associated with the proposed project would consist of the same kinds of
substances typically generated by commercial uses, and no modifications to any existing
wastewater treatment systems or construction of any new ones would be needed to treat this
project’s wastewater. The ultimate disposal of effluent and solids would occur in compliance with
waste discharge requirements set by the California RWQCB. Wastewater conveyed from the site
would undergo treatment in accordance with applicable regulations, including the requirements of
the RWQCB. The project would have a less than significant impact related to wastewater
treatment requirements.
b) Less Than Significant Impact. The City provides water to a population of 25,561
throughout its service area. The City receives its water from two main sources: 1) the Lower
Santa Ana River Groundwater basin, which is managed by the Orange County Water District
(OCWD) and 2) imported water from the Municipal Water District of Orange County (MWDOC).
Groundwater is pumped from three active wells located throughout the City, and imported water
is treated at the Diemer Filtration Plant and delivered to the City via imported water connections.
Regarding wastewater facilities, as discussed in the preceding response, wastewater generated at
the project site is treated at OCSD Plant No. 2. The proposed project is estimated to have a
wastewater generation of approximately 7,784 gpd. As stated in section 4.17.a, this generation is
well within the existing remaining treatment capacity of OCSD Plant No. 2.
No additional improvements are anticipated to either sewer lines or treatment facilities to serve
the proposed project, as the project represents a very small use in the context of all development
served. Standard connection fees will address any incremental impacts of the proposed project.
Therefore, the project would result in less than significant impacts.
39 City of Seal Beach. 2010 Water Quality Management Plan. July 2011.
Environmental Evaluation
66 Initial Study
c) Less Than Significant Impact. As discussed in the Hydrology section, the proposed project
would not generate substantially increased runoff from the site that would require construction of
new storm drainage facilities. In fact, the project would increase the total pervious surfaces on
the site due to increased landscaping. As indicated in the engineering analysis conducted for the
proposed project, total discharge rates for onsite drainage would decrease from 5.70 cubic feet
per second (cfs) to 4.44 cfs for drainage Area A, and from 1.55 cfs to 1.53 cfs for drainage Area
B. On-site Soils are not suitable for a stormwater infiltration system to reduce the flow level, and
store and reuse is not technically feasible because the landscape areas are not large enough to
accommodate the required re-use quantity. However, the project would include measures to treat
stormwater flows on site through modular wetland biofiltration and a number of structural and
non-structural source control BMPs before entering the municipal storm drain system. The
expected decrease in stormwater flow and implementation of these measures mean that no new
facilities or expansion of existing storm drainage facilities is required, as current levels can be
accommodated by existing storm drainage facilities.
An NPDES permit would be required for the proposed project, which requires adoption of
appropriate Stormwater Pollution Prevention Plan (SWPPP) and implementation of Best
Management Practices (BMPs). The proposed project’s storm drainage system would include the
above-mentioned measures to ensure the storm water would be cleaned and retained onsite to a
level equal to or greater than the NPDES mandates. Implementation of BMPs would reduce
pollutants in stormwater and urban runoff from the project site. The proposed storm drainage
system, in combination with the SWPPP and BMPs, must be designed to the satisfaction of the
City’s Public Works Director and in conformance with all applicable permits and regulations. The
project applicant/developer would be required to provide all necessary on-site drainage
infrastructure. Impact would be less than significant, and no mitigation beyond compliance with
existing laws is required.
d) Less Than Significant Impact. According to the City of Seal Beach 2010 Urban Water
Management Plan (UWMP), the City has the rights to pump approximately 2,853 total acre-feet
per year (afy) of water from its three wells. The UWMP reported an estimated total demand of
4,610 afy in fiscal year 2009-2010. This total includes 1,750 afy of imported water and 2,850 afy
of local groundwater. Estimated demand in 2015-2016 (at the time of the proposed project
completion) is predicted to be 4,720 afy; demand in 2030 is projected to be 4,880 afy.
Cumulative supply from the Central Basin and Main basin exceed projected demand in 2014-2015
and 2029-2030.
The proposed project would generate a marginal increase in additional demand for water relative
to overall existing citywide demand. Based on the CalEEMod default estimates for water use, the
health club would use approximately 3,551,450 gallons of water annually, which includes both
indoor uses such as showers and drinking fountains and outdoor use such as sprinklers for
landscaping.
Water use by the building would be roughly 9,730 gallons per day, or approximately 11 afy. As
the UWMP anticipates an overall increase in demand associated with development in the area
over 2010 conditions, and the water demand for this project is within that demand assumption,
impacts would be less than significant. The project would not substantially deplete water supplies,
and the project would have a less than significant impact on entitled water supplies.
The project would be required to comply with Chapter 10.40 (Streetscape) and 11.4.30
(Landscaping and Buffer Yards) of the City of Seal Beach Municipal Code, which would lessen the
project’s demand for water resources . Also, CBC Title 24 water efficiency measures require a
demonstrated 20 percent reduction in the use of potable water. The project’s landscaping plans
Environmental Evaluation
LA Fitness Health Club 67
include drought-tolerant landscaping materials. Compliance with Title 24 and the City’s Water
Conservation in Landscaping and Water Efficient Landscaping Ordinances would reduce the
proposed project’s impacts to groundwater supplies to a level of l ess than significant.
e) Less Than Significant Impact. As detailed in Sections 4.17a and 4.17b, the proposed
project would be adequately served by existing wastewater conveyance and treatment facilities.
Impact would be less than significant impact.
f) Less Than Significant Impact. A commercial retail use is estimated to produce 2.5 pounds
per 100 square feet per day.40 According to this measure, the health club would produce
approximately 931 pounds of waste per day. However, the health club is likely to produce
significantly less waste than the average commercial retail use, as limited packaging materials are
used and the use is generally service-oriented. According to CalEEMod default settings for waste
production, the proposed health club would produce 213 tons of waste annually, or 117 pounds
per day.
Consolidated Disposal Services, LLC (Republic Services) provides exclusive waste and recycling
collection services for residential and commercial uses in the City of Seal Beach.41
Republic Services currently operates three landfills in the Los Angeles/Orange County area in
Long Beach, Gardena, and Anaheim. Republic Services also has recycling operations at their
Anaheim facility, as well as at their BFI Falcon transfer station in Wilmington. Republic Services
landfills currently have sufficient capacity to serve the City of Seal Beach now and into the future.
The addition of 117 pounds per day of solid waste and recycling materials will not exceed the
waste treatment capacity of Republic Services. Considering the availability of landfill capacity
and the relatively nominal amount of solid waste generation from the proposed project, project
solid waste disposal needs can be adequately met without a significant impact on t he capacity of
Republic Services landfills. Impacts would be less than significant.
g) No Impact. The proposed project is required to comply with all applicable federal, state,
County, and City statutes and regulations related to solid waste as a standard project condition of
approval. Therefore, no impact would occur.
40 Republic Waste Services of Southern California. Loading Factors. July 2011.
41 Republic Services Website. Comprehensive Waste and Recycling Services: Landfills.
http://site.republicservices.com/corporate/business/wasterecycling/facilities/landfills.aspx [Accessed March
2015].
Environmental Evaluation
68 Initial Study
4.18 – Mandatory Findings of Significance
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact
No
Impact
a) Does the project have the potential
to degrade the quality of the
environment, substantially reduce
the habitat of a fish or wildlife
species, cause a fish or wildlife
population to drop below self-
sustaining levels, threaten to
eliminate a plant or animal
community, reduce the number or
restrict the range of a rare or
endangered plant or animal or
eliminate important examples of
the major periods of California
history or prehistory?
□ □ □
b) Does the project have impacts that
are individually limited, but
cumulatively considerable? □ □ □
c) Does the project have
environmental effects which will
cause substantial adverse effects
on human beings, either directly or
indirectly?
□ □ □
a) Less Than Significant. The proposed project would not impact any scenic vista or scenic
resource, nor would it degrade the visual character of the area, as discussed in Section 4.1. The
project would not result in excessive light or glare. The project site is located within an urbanized
area with no natural habitat. The project would not impact any se nsitive plants, plant
communities, fish, wildlife or habitat for any sensitive species, as discussed in Section 4.4.
Adverse impacts to archaeological and paleontological resources would not occur. Construction -
phase procedures would be implemented in the event any important archaeological or
paleontological resources are discovered during grading, consistent with required state laws. This
site is not known to have any association with an important example of Calif ornia’s history or
prehistory. The environmental analysis provided in Section 4.2 concludes that impacts related to
emissions of criteria pollutants and other air quality impacts will be less than significant. Sections
4.7 and 4.9 conclude that impacts related to climate change and hydro logy and water quality will
be less than significant.
Based on the preceding analysis of potential impacts in the responses to items 4.1 thru 4.17, no
evidence is presented that this project would degrade the quality of the environment. The City
hereby finds that impacts related to degradation of the environment, biological resources, and
cultural resources would be less than significant.
Environmental Evaluation
LA Fitness Health Club 69
b) Less Than Significant. Cumulative impacts can result from the interactions of environmental
changes resulting from one proposed project with changes resulting from other past, present , and
future projects that affect the same resources, utilities and infrastructure systems, public
services, transportation network elements, air basin, watershed, or other physical conditions.
Such impacts could be short-term and temporary, usually consisting of overlapping construction
impacts, as well as long term, due to the permanent land use ch anges involved in the project.
The proposed health club would result in less than significant environmental impacts (with
mitigation incorporated), as discussed in this Initial Study. Short-term impacts related to noise
would be less than significant and therefore would not contribute substantially to any other
concurrent construction programs that may be occurring in the vicinity. Short-term impacts
related to pollutant emissions would be less than significant and would not exceed thresholds.
To assess potential cumulative impacts associated with this project, an inventory of other
proposed development projects was prepared. Currently, only one nearby cumulative
development was identified: a new car wash within an existing Mobil service and gas station at
the northeast corner of Seal Beach Boulevard and Rossmoor Center Way/Plymouth Drive. The
proposed project, in combination with this project, would not significantly cumulatively affect the
environment. Water supplies have been studied in the City’s UWMP, and the cumulative projects
are accounted for in UWMP. Continued efforts towards water conservation, as required by state
law, would reduce water demands; the project would result in a less-than-significant cumulative
impact on water supply and other resources.
c) Potentially Significant Impact. Based on the analysis of the proposed project’s impacts in
the responses to items 4.1 thru 4.17, evidence indicates that this project could result in
substantial adverse effects on human beings. While project construction would result in
temporary noise impacts and criteria pollutant emissions, these would be minimized to acceptable
levels through application of routine construction control measures. Long-term effects would
include increased air pollutant emissions, increased vehicular traffic, traffic-related noise, periodic
on-site operational noise, minor changes to on -site drainage, and a minor change to the visual
character of the site. With regard to air quality, greenhouse gas emissions, long-term noise, and
transportation/traffic, impacts are potentially significant and these issues wil l be examined in an
EIR. None of the other identified effects would be significant.
Environmental Evaluation
70 Initial Study
5 References
5.1 – List of Preparers
City of Seal Beach (Lead Agency)
211 Eighth Street
Seal Beach, California 90740
(562) 431-2527
Crystal Landavazo, Senior Planner
MIG, Inc. (Environmental Analysis)
537 S. Raymond Avenue
Pasadena, CA 91105
(626) 744-9872
www.migcom.com
Laura Stetson, AICP, Principal and Project Manager
Victoria Harris, Senior Project Manager
Cameron Hile, Project Analyst and Graphics
Bryan Fernandez, Project Analyst
5.2 – Persons and Organizations Consulted
As noted in the footnotes
Appendix B:
Notice of Preparation
Comment Letters
South Coast
Air Quality Management District
21865 Copley Drive, Diamond Bar, CA 91765-4178
(909) 396-2000 www.aqmd.gov
January 10, 2017
sfowler@sealbeachca.gov
Steve Fowler, Assistant Planner
City of Seal Beach, Department of Community Development
211 Eighth Street
Seal Beach, CA 90740
Notice of Preparation of a CEQA Document for the
LA Fitness Health Club Project
The South Coast Air Quality Management District (SCAQMD) staff appreciates the opportunity to comment on the above-
mentioned document. The SCAQMD staff’s comments are recommendations regarding the analysis of potential air quality
impacts from the proposed project that should be included in the Draft EIR. Please send the SCAQMD a copy of the Draft EIR
upon its completion. Note that copies of the Draft EIR that are submitted to the State Clearinghouse are not forwarded to the
SCAQMD. Please forward a copy of the Draft EIR directly to SCAQMD at the address in our letterhead. In addition, please
send with the Draft EIR all appendices or technical documents related to the air quality and greenhouse gas analyses
and electronic versions of all air quality modeling and health risk assessment files. These include original emission
calculation spreadsheets and modeling files (not Adobe PDF files). Without all files and supporting air quality
documentation, the SCAQMD will be unable to complete its review of the air quality analysis in a timely manner. Any
delays in providing all supporting air quality documentation will require additional time for review beyond the end of
the comment period.
Air Quality Analysis
The SCAQMD adopted its California Environmental Quality Act (CEQA) Air Quality Handbook in 1993 to assist other public
agencies with the preparation of air quality analyses. The SCAQMD recommends that the lead agency use this Handbook as
guidance when preparing its air quality analysis. Copies of the Handbook are available from the SCAQMD’s Subscription
Services Department by calling (909) 396-3720. More recent guidance developed since this Handbook was published is also
available on SCAQMD’s website here: http://www.aqmd.gov/home/regulations/ceqa/air-quality-analysis-handbook/ceqa-air-
quality-handbook-(1993). SCAQMD staff also recommends that the Lead agency use the CalEEMod land use emissions
software. This software has recently been updated to incorporate up-to-date state and locally approved emission factors and
methodologies for estimating pollutant emissions from typical land use development. CalEEMod is the only software model
maintained by the California Air Pollution Control Officers Association (CAPCOA) and replaces the now outdated URBEMIS.
This model is available free of charge at: www.caleemod.com.
The lead agency should identify any potential adverse air quality impacts that could occur from all phases of the project and all
air pollutant sources related to the project. Air quality impacts from both construction (including demolition, if any) and
operations should be calculated. Construction-related air quality impacts typically include, but are not limited to, emissions
from the use of heavy-duty equipment from grading, earth-loading/unloading, paving, architectural coatings, off-road mobile
sources (e.g., heavy-duty construction equipment) and on-road mobile sources (e.g., construction worker vehicle trips, material
transport trips). Operation-related air quality impacts may include, but are not limited to, emissions from stationary sources
(e.g., boilers), area sources (e.g., solvents and coatings), and vehicular trips (e.g., on- and off-road tailpipe emissions and
entrained dust). Air quality impacts from indirect sources, that is, sources that generate or attract vehicular trips should be
included in the analysis.
The SCAQMD has also developed both regional and localized significance thresholds. The SCAQMD staff requests that the
lead agency quantify criteria pollutant emissions and compare the results to the recommended regional significance thresholds
found here: http://www.aqmd.gov/docs/default-source/ceqa/handbook/scaqmd-air-quality-significance-thresholds.pdf. In
addition to analyzing regional air quality impacts, the SCAQMD staff recommends calculating localized air quality impacts and
comparing the results to localized significance thresholds (LSTs). LSTs can be used in addition to the recommended regional
significance thresholds as a second indication of air quality impacts when preparing a Draft EIR document. Therefore, when
preparing the air quality analysis for the proposed project, it is recommended that the lead agency perform a localized analysis
by either using the LSTs developed by the SCAQMD or performing dispersion modeling as necessary. Guidance for
performing a localized air quality analysis can be found at: http://www.aqmd.gov/home/regulations/ceqa/air-quality-analysis-
handbook/localized-significance-thresholds.
Steve Fowler -2- January 10, 2017
In the event that the proposed project generates or attracts vehicular trips, especially heavy-duty diesel-fueled vehicles, it is
recommended that the lead agency perform a mobile source health risk assessment. Guidance for performing a mobile source
health risk assessment (“Health Risk Assessment Guidance for Analyzing Cancer Risk from Mobile Source Diesel Idling
Emissions for CEQA Air Quality Analysis”) can be found at: http://www.aqmd.gov/home/regulations/ceqa/air-quality-analysis-
handbook/mobile-source-toxics-analysis. An analysis of all toxic air contaminant impacts due to the use of equipment
potentially generating such air pollutants should also be included.
In addition, guidance on siting incompatible land uses (such as placing homes near freeways) can be found in the California Air
Resources Board’s Air Quality and Land Use Handbook: A Community Perspective, which can be found at the following
internet address: http://www.arb.ca.gov/ch/handbook.pdf. CARB’s Land Use Handbook is a general reference guide for
evaluating and reducing air pollution impacts associated with new projects that go through the land use decision-making
process.
Finally, should the proposed project include equipment that generates or controls air contaminants, a permit may be required
and the SCAQMD should be listed as a responsible agency and consulted. The assumptions in the submitted Draft EIR would
also be the basis for permit conditions and limits. Permit questions can be directed to the SCAQMD Permit Services staff at
(909) 396-3385, who can provide further assistance.
Mitigation Measures
In the event that the project generates significant adverse air quality impacts, CEQA requires that all feasible mitigation
measures that go beyond what is required by law be utilized during project construction and operation to minimize or eliminate
these impacts. Pursuant to CEQA Guidelines §15126.4 (a)(1)(D), any impacts resulting from mitigation measures must also be
discussed. Mitigation Measure resources are available on the SCAQMD CEQA Air Quality Handbook website:
http://www.aqmd.gov/home/regulations/ceqa/air-quality-analysis-handbook
Data Sources
SCAQMD rules and relevant air quality reports and data are available by calling the SCAQMD’s Public Information Center at
(909) 396-2039. Much of the information available through the Public Information Center is also available via the SCAQMD’s
webpage (http://www.aqmd.gov).
The SCAQMD staff is available to work with the lead agency to ensure that project emissions are accurately evaluated and
mitigated where feasible. If you have any questions regarding this letter, please contact Gordon Mize, Air Quality Specialist by
e-mail at gmize@aqmd.gov or by phone at (909) 396-3302.
Sincerely,
Jillian Wong
Jillian Wong, Ph.D.
Planning and Rules Manager
Planning, Rule Development & Area Sources
JW:GM
LAC170103-04
Control Number
From: Anderson, Bret [mailto:BretAnderson@ocfa.org]
Sent: Thursday, February 02, 2017 3:40 PM
To: Steven Fowler
Subject: NOP LA Fitness health Club for EIR / 12411 Seal Beach Blvd
I received your notice documents.
At this time the project as proposed has no OCFA needs.
We will condition the project next normally through any future city master plan or CUP, or site development
permit, when that comes into OCFA for review, with a service request, fee, and exhibits.
Thank you
Bret Anderson – Fire Prevention Analyst
714-573-6111 / bretanderson@ocfa.org
Orange County Fire Authority
Planning and Development Section
1 Fire Authority Road
Irvine, Ca. 92602
Rossmoor Homeowners Association
P.O. Box 5058, Rossmoor, California, 90721
(562) 799-1401 www.Rossmoor-RHA.org
Jan. 28, 2017
To: Steve Fowler, Assistant Planner
City of Seal Beach Department of Community Development
211 Eighth Street, Seal Beach, CA 90740
Subject: LA Fitness Health Club
The Rossmoor Homeowners Association has reviewed various plans and analyses
for the LA Fitness Club Project at the Shops of Rossmoor and has serious concerns about
the adequacy of the parking and traffic analysis. We would like to file these comments
for the EIR.
The RHA has long worked with adjacent cities, the Los Alamitos Unified School
District and the County of Orange on traffic impacts within and outside our community.
The county and the school district have undertaken extensive and costly efforts to
mitigate traffic congestion during school hours, which impacts not only Rossmoor
residents but many Seal Beach parents who drive their children into one of Rossmoor’s
four elementary schools.
We are concerned that the analysis for this high volume retail establishment could
reverse the improvements that the school district, the very district that serves your city,
and the county have undertaken.
At its own cost, the school district has begun a program offering low cost bus
service to the Rossmoor schools from Seal Beach and has cited about 200 families that
are subscribing to the service each day. The health club is almost certain to add many
more vehicle trips than that to Rossmoor streets.
We are particularly concerned about increased traffic volumes on St. Cloud and
Montecito roads, which carry large volumes of vehicles to Rossmoor Elementary School,
as well as Weaver Elementary and Hopkinson Elementary. It also is a main pedestrian
and bicycle route to the schools.
The city must require the developer to improve the analysis on how future patrons
will access the club. The main entrance seems to be west bound on Rossmoor Center
Drive, an access road that is already congested from serving the large number of retail
stores at the front of the complex.
One serious potential problem is that visitors to the sports center will find an
alternative route through Rossmoor, accessing the club eastbound on Rossmoor Center
Drive or from a freight entrance at the stop of sign of Copa De Oro. Either route would
cause serious traffic problems during school hours. Moreover, the freight entrance does
not appear to be properly engineered for general traffic, even though it would provide
access to the club.
The other issue of serious concern is the informal agreement that the Shops of
Rossmoor made to allow Seal Beach residents in nearby apartments to park in the lot that
is slated for development. The accommodation relieved the problem of Seal Beach
residents of the apartments parking in Rossmoor in front of private homes. If this
accommodation is lost, Seal Beach must find a solution to the overflow parking from the
apartments.
The RHA has heard overwhelming opposition to the development of the health
club. While we believe economic development in many cases is a positive for our
community, we want it to be done without impairing the safety of pedestrians, congesting
our residential streets or causing overflow parking into neighborhoods.
Should the city need additional information or wish to discuss RHA's views, it
can contact RHA Traffic Committee Chairman Ralph Vartabedian at 213-300-1719 or
RHA President Beverley Houghton at 562-596-1408.
Cc: Tim Whitacre
Dr. Sherry Kropp
Individuals
From: Sbkwood2 <sbkwood2@aol.com>
To: Steven Fowler <sfowler@sealbeachca.gov>
Cc:
Date: Thu, 5 Jan 2017 19:48:18 -0800
Subject: LA Fitness
I am a 22 year resident of Rossmoor.
There have been lots of changes in those years. When we moved in, the only nearby shopping was at the tired
old mall with little to want me to shop there. Now it is wonderful to have two malls across from each other on
Seal Beach Blvd. Most of our shopping is within walking distance.
Last year I was disappointed to learn that LA Fitness would not be coming to the Shops at Rossmoor. I drive to
Long Beach to work out at the location on Stearns. It would be good to have one nearby. And it would draw
more customers to the Shops.
Some people never want anything to change, I am not one of them. The talk of traffic being greatly increased
is simply not true. People come and go throughout the day and evening to gyms. Perhaps residents of
Rossmoor should pay more attention to how they drive through the tract and endanger pedestrians before they
proclaim that children will not be safe with traffic going to the gym.
Thanks for considering my opinion.
Susan Barrett
Sent from AOL Mobile Mail
From: Lauretta Collins [mailto:lcollins@jrk.com]
Sent: Monday, January 09, 2017 12:04 PM
To: Steven Fowler
Subject: Proposed LA fitness
I was told about the proposed LA Fitness plans yesterday.
As a Ross Moor home owner I’m am opposed to this idea.
Ross Moor residents life style are being negatively impacted by the actions of Seal Beaches greed.
We spend 90% of our off time at some Seal Beach location as I feel most of my neighbors and friends do.
If you continue to increase our traffic and quality of life because of the people that are tr aveling to our
area that don’t live there I will move.
As people start to move because you are changing our neighborhood you will start getting a deferent
clientele in your restaurants and other businesses.
Lowering our quality of life will eventually lower yours.
Please consider what I have said as rethink what you are planning.
Respectfully
Lauretta Collins
A homeowner in Ross Moor
From: Lisa Guardi <lsguardi@verizon.net>
To: Steven Fowler <sfowler@sealbeachca.gov>
Cc:
Date: Wed, 4 Jan 2017 15:24:42 -0800
Subject: LA FITNESS-NO
Hello,
I am a current Rossmoor resident, My parents lived here for 45 years. We are definitely opposed to the
LA Fitness.
The center has so many "name brand" tenants that people are driving here from everywhere now. The
traffic is awful on Los Al Blvd.
I see people speed 50 miles an hour on Montecito to go to Khols etc.
The community would be better served with a bookstore or more boutique shops. Please!
Thank you for your consideration.
From: Tony Kozlowski [mailto:tonyk@goaltrans.com ]
Sent: Sunday, January 08, 2017 5:17 PM
To: Steven Fowler
Subject: Proposed LA Fitness in the Shops of Rossmoor
Mr. Fowler:
I wanted to express my complete disproval of the proposed LA Fitness facility that is being talked about for the
Shops at Rossmoor. That area is completely over-developed now and even without a new fitness facility,
traffic is already a nightmare for those of us who live in the area. I realize that since I live in Rossmoor I may
not have a voice but I can certainly tell you that these decisions have a great impact on our quality of life. In its
current state, it is already difficult to drive in and around the Shops at Rossmoor so I cannot even imagine the
difficulties that would be thrust on my neighborhood. I have already begun to avoid the area and I am sure that
others have as well.
If this is approved and Seal Beach goes through with building the facility, I can tell you that I will not spend a
dime in ANY of the Shops at Rossmoor and I will begin to encourage everyone I know to do the same. That
will also include shopping at the Old Ranch Towne Center. I would hope that you would give that
consideration of lost revenue for all of the other businesses in these two locations to be a mitigating factor.
Thank you for your time and please let me know if you have any questions.
Best Regards
Tony Kozlowski
2621 Mainway Drive
Rossmoor, CA 90720
Tel: 562-244-6767
From: "Min, Hyun S." <hyun.min@anthem.com>
To: Steven Fowler <sfowler@sealbeachca.gov>
Cc:
Date: Wed, 4 Jan 2017 07:27:22 -0800
Subject: LA Fitness No!
Hello Assistant Planner Steve Fowler,
We would not like LA Fitness to be at Seal Beach shopping center. The facility would definitely increase the
traffic, and it’s already difficult to get in and out of the center as it is, especially during peak times, when the
facility will be used. Also, I’m definitely concerned that no in depth traffic studies have been done and how it
will affect pedestrians—especially children who use the shopping/food facilities as it’s a close walk from their
Rossmoor homes.
I’m a Rossmoor resident, and I do not want to see increase in dangerous traffic from other areas coming into
Rossmoor/Seal Beach.
It was already denied, please uphold the denial.
Thank you,
Hyun Min
Thanks, Soo
Hyun Soo Min, MPP I Care Consultant Sr. I Anthem Inc.
Enhanced Personal Health Care I
hyun.min@anthem.com I Office # 805-208-6870
From: Monasrealestate@aol.com [mailto:monasrealestate@aol.com]
Sent: Tuesday, January 10, 2017 6:09 PM
To: Steven Fowler
Subject: 24 hour fitness
Hello Steve,
Our family 4 adults are against this project. Our area is already a bottle neck after getting off the freeway and
trying to get into Rossmoor. I know this traffic will devalue our homes, be bringing in much more traffic and
people that do not live in the area. Will there be a public forum?
I know business brings revenue, but at what expense? The city of Seal Beach has a Motorcyle noise
ordinance, the people want their area to stay quiet.... we do too!
Thanks,
Mona Patrick
5626186662
From: Anthony Rudisill <arudisill@socal.rr.com>
To: Steven Fowler <sfowler@sealbeachca.gov>
Cc:
Date: Wed, 4 Jan 2017 16:49:16 -0800
Subject: LA Fitness
Mr. Fowler,
I have been a resident of Rossmoor for 46 years. I am also a member
of LA Fitness. At present, the most convenient location for me is in
Garden Grove, on Valley View St. just North of Chapman Ave.
I am aware of the concerns regarding the traffic situation in the
area of Sprouts. In my regular trips to LA Fitness - Garden Grove for
over 3 years, I have noticed that traffic in the gym area is never
congested. I believe that gym visits last much longer then grocery
shopping, which may account for the difference in congestion levels. I
suggest a visit to the Garden Grove location by yourself or a staff
member to observe the level of traffic in the area.
I think the slight added traffic caused by a fitness center in the
proposed Seal Beach location would be more than offset by the benefits.
The presence of a nearby fitness center can be a positive factor for
many busy people whose time is limited but who value regular exercise.
Thank you for your consideration.
Anthony Rudisill
11861 Montecito Rd., Rossmoor
(562) 431-8838
From: Jason Delmonico [mailto:jddelmonico@verizon.net]
Sent: Wednesday, January 11, 2017 2:59 PM
To: Steven Fowler
Subject: LA Fitness
Dear Steve,
I was happy to read an article in the Sun this week which mentioned that LA Fitness is once again going
to try and come in to the Shops at Rossmoor.
I was very disappointed when they got chased away by residents of Rossmoor who are concerned about
parking issues and traffic.
I believe that LA Fitness will be a great addition to our neighborhood. I am currently an LA Fitness
member (and live in CPE) and would love to see an LA Fitnes s in such a convenient location. I usually
attend the one on Valley View and the one in Long Beach on Bellflower. I do not care for the layout of the
LA Fitness on Valley View. Although they recently remodeled the facility on Valley View, I don't care f or
the way the TV's are set up and also that there is no separate cycling room.
I think that LA Fitness will be a great addition to the Shops because it will create greater community within
our community. At both gyms that I attend, I notice that people do not only go to work out but also to
socialize, meet up and converse. Friendships are formed with people who attend the same classes
together or work out at the same time. There is really a sense of community within the gym
community. They gym will potentially encourage neighbors to get to know neighbors through meeting at
the gym.
Bringing the LA Fitness to the shops will also provide convenience for those of us with busy lives and
steady business to the existing shops and restaurants. It is so close to schools and shops that we can
exercise and get our shopping done all in one convenient center after dropping off kids or before picking
up kids from school. It is also close enough that I, and others may be encouraged to bike to the gym.
LA Fitness will also bring added revenue to our little community without tearing up undeveloped land. I
often drive through the back parking lot and it is fairly empty except for the residents who park there from
the condos next door. There should still be plenty of parking for those residents as well as gym
members. In reality the condo should provide it's own parking for it's residents and they should not be
spilling over into the shopping center on a regular basis.
Please fight hard to bring LA Fitness into our community. It would be a great asset to this area and
promote a healthier lifestyle for those of us who already live in the area.
Kind regards,
Debi DelMonico
Oleander St. Seal Beach
From: rosemaryfrenkiel@gmail.com [mailto:rosemaryfrenkiel@gmail.com]
Sent: Saturday, January 07, 2017 10:21 AM
To: Steven Fowler
Subject: LA fitness
Dear Sirs:
I am having a difficult time understanding the controversy regarding this project. There used to be a Rossmoor
Gym in that area for years of which I was a member for years. I so regretted seeing them close their doors. I
think an LA Fitness would be a great business to return to the area. I know I would use it. You would think it
was a tattoo shop or bar, of which I would object to, because of the kinds of people/problems they attract.
Thank you for your attention.
Rosemary Frenkiel
3631 camellia st.
Seal Beach, ca 90740
From: Arnold Mayans [mailto:amayans2000@yahoo.com]
Sent: Wednesday, January 11, 2017 9:39 PM
To: Steven Fowler
Subject: LA FITNESS
We don’t need an LA Fitness in the Rossmoor Shopping Center. It will disrupt a lot of things and will bring
more traffic to the area, which we don’t want/need.
Also, we don’t need more people in the area,. I think we have enough as it is.
Everything these days is done to collect more money for the local governments at whatever cost.
Build the LA Fitness somewhere else.
Thank you.
From: Enea Ostrich [mailto:eneao@hotmail.com]
Sent: Friday, January 06, 2017 11:37 PM
To: Steven Fowler
Subject: Fwd: LA Fitness Project Plan at Shops at Rossmoor
Here is a copy of the original email I sent on this subject. I also since have seen most recently more traffic
than when I originally sent this email. Please do not humor this developer in promoting this project. I was
there at meeting when Ellery Deaton said it best. She said she cannot vote in favor of the project
knowing that knowing that kids going to school at peak times in traffic study will not be safe. I wish to add
our elderly community...some of which actually are close neighbors to this project. They do not need the
fitness traffic which is constant. The elderly cannot walk fast and fitness people drive fast...just go to one
and observe for an hour...you will see. I love fitness but not if people in general are in danger. We cannot
expand Seal Beach Bl any more then it already has been. Let's put a financial park in there. That is what
needs to be there instead. We have an overdeveloped mall already...please shut down proposals like
this for Shops at Rossmoor. Thank uou.
Enea Ostrich
3621 Camelia St
Seal Beach, Ca 90740
Get Outlook for Android
From: Enea Ostrich
Sent: Friday, July 15, 2016, 1:02 PM
Subject: LA Fitness Project Plan at Shops at Rossmoor
To: smassalavitt@sealbeachca.gov, mvaripapa@sealbeachca.gov, edeaton@sealbeachca.gov,sloandistr
ict2@verizon.net, Gary Miller
Dear Seal Beach City Council:
I am writing to inform you that I am opposed to the project…for simple reason that it’s neglectful when
residents are griping and the developer is not listening…then adding insult to injury the councilman for
this district where LA Fitness is planned to be also ignores their gripes and does not file an appeal on
their behalf so they do not have to pay for an appeal!!
EQCB asked for further study and Councilman David Sloane MUST have been aware of that when he did
not file an appeal on their behalf? I sure hope he did not know because otherwise it would be very
foolish. At this point I am losing faith the council will vote against this project. I hear that fix-its are on the
way by one of the planning commissioners who voted against this project because she felt there needed
to be more study!!!
Go ahead and make the cookie cutter complete. Go ahead and make money without thinking of people’s
peace in life. I do not like the center as it stands today and in my last letter I provided several examples
of good businesses that were in there way before this corporate lot eater came in and placed stores that
do not match our Seal Beach way of life. All I see are more near misses in the center because of the way
the parking was placed in front…especially in the area where California Pizza Kitchen is…too condensed
and it really is not safe and I never park there myself during the day. A senior couple was hurt in there
because they got confused in parking and went through a windshield of a clothing store there. I feel the
condensed area confused them. Do you REALLY want safety concern again when this gym is built and
they come there to work out? Pedestrians will be compromised as will bicyclists who plan to get to gym to
reduce traffic but surprise surprise...they will be ignored by the automobile drivers and the combo could
not be deadlier. Mark my words...we will see an increase in accidents and I only say that because with a
well known gym there the traffic will increase even with modifications.
Anyhow, the center is located conveniently near the freeway...believe me there will be a lot of people
coming to the "new" gym because the developer will be advertising for it everywhe re. So thanks for
ruining our Mayberry of the Sea if you vote in favor for this project. You just lost my respect if you did.
From: SSAMUELSON@aol.com [mailto:SSAMUELSON@aol.com]
Sent: Sunday, January 08, 2017 10:19 AM
To: Steven Fowler
Subject: LA Fitness
NO!
Our local community does not need another Health Club. There are several Health Clubs close by. My
main concern is the quality of life in Rossmoor is going downhill mainly because of the traffic, noise,
pollution, etc.
I realize the City of Seal Beach benefits from additional taxes by adding more stores to the congested
area of Rossmoor Shops, but where does it stop? I suggest LA Fitness add a location to the corner of
Main and PCH.....
Stop ruining Rossmoor and sending the tax funds to Seal Beach. Shame on you!
From: Hartmut Schroeder [mailto:hschroeder1@socal.rr.com]
Sent: Sunday, January 08, 2017 10:56 AM
To: Steven Fowler
Subject: LA Fitmess
Dear Mr. Fowler,
My wife and I have been residents of Rossmoor for the past 27 years. We remember when the property in
question was a Family Fitness business and a Super Saver movie theatre.
Family Fitness later became 24hour Fitness and moved to Katella. We were both members then and are
looking forward to having another Fitness Studio located in Rossmoor.
I understand that another EIR is planned but I cannot imagine that a fitness business can be disrupting for the
immediate neighborhood.
I know that the NIMBYs are everywhere but this project should be supported and not torpedoed. Maybe the
protesters can be enrolled at a discount so that they find something productive to do with their spare time.
Sincerely,
Hartmut Schroeder
11232 Martha Ann Drive
Rossmoor
562.243.4138
From: Debbie Stea [mailto:debbie.stea@gmail.com]
Sent: Sunday, January 08, 2017 1:46 PM
To: Steven Fowler
Subject: LA Fitness
My Name is Debbie Stea and I am a resident of Rossmoor. I am very much opposed to the development of LA Fitness in
the Shops at Rossmoor. We have 5 large gyms and many small ones in a five mile radius and there in no need for
another one. The traffic is a nightmare in Rossmoor and a gym that size would increase traffic and noise and safety
concerns tremendously.
Many of the residents are very much opposed to this gym being built. Please take our concerns into consideration.
Thank you, Debbie Stea
From: wdwardjd@aol.com [mailto:wdwardjd@aol.com]
Sent: Saturday, January 07, 2017 4:18 PM
To: Steven Fowler
Subject: LA Fitness
Mr. Steve Fowler
Assistant Planner
Re: Proposed LA Fitness - Rossmoor Center
As long time Seal Beach residents we are strongly opposed to the approval of a LA Fitness
facility in the Rossmoor Shopping Center. Traffic in and out of the Center and along Seal
Beach Blvd. is currently a huge problem and the proposed facility will certainly create additional
problems.
You can drive by any LA fitness facility in this area at any time and observe a full parking lot with
overflow to its neighbors. In addition, the nature of the customers, who are there only a short
time, adds to the many cars that will enter and leave the Center many times a day along with
the noise that these actions will create for the adjacent residential area. Please do not approve
this inappropriate business in the Center.
Dale & Jeri Woodward
4748 Elder Avenue
From: Gary Brown [mailto:garybrown@outlook.com]
Sent: Saturday, January 21, 2017 12:43 PM
To: Steven Fowler
Subject: LA FItness
I oppose the construction of a workout facility. The area is already congested, traffic a
complete nightmare going in and out of the center and along the blvd. I would be more
inclined to support such a project with a massive overhaul of the parking and entry / exit design
to better optimize traffic flow and safety for pedestrians and vehicles alike.
I live on Mainway and walk up to Sprouts twice per week and the 4 way stop sign at Sprouts is a
terrible design and very pedestrian unfriendly. More traffic would be dangerous. I urge you to
spend a few minutes watching that intersection and see just how many drivers fail to stop or
yield to pedestrians.
regards,
Gary Brown (Rossmoor)
From: Xenophon Colazas [mailto:xencola.mila@gmail.com]
Sent: Monday, January 23, 2017 2:51 PM
To: Steven Fowler
Subject: LA Fitness Health Club
Steve Fowler, Assistant Planner
Community Development Dept
211 Eighth Street
Seal Beach, CA. 90740
Dear Mr. Fowler,
My wife and I are Senior citizens who have lived at 12300 Montecito Rd., #34, (Rossmoor Regency Condos)
Seal Beach 90740 for over 36 years! Most Condos in this area are occupied by senior citizens!
This is the second letter we are writing re the LA Fitness Gym. The first letter was on May 17, 2016. We also
attended Committee and City Council meetings where we voiced our concerns. Eventually, , the City Council
wisely rejected this project!
Unfortunately, due to administrative delays, the developer pulled the application and that gave him the right to
resubmit it as a NEW PROJECT! THIS IS NOT A NEW PROJECT!
IT'S THE SAME OLD PROJECT THAT THE CITY COUNCIL HAD REJECTED! Six hundred fifty (650) cars
coming and going daily, seven days a week, from 5 am to 10 +/_ pm through Seal Beach Blvd., Montecito Rd.
and the ultra narrow road of Rossmoor Center Way!
There are many problems associated with this project but the most serious are as follows:
1. TRAFFIC CONGESTION AND NOISE POLLUTION!
Our Condos at Rossmoor Regency will be affected the most due to such
close proximity to the project. We'll be surrounded by cars on all sides trying
to enter or exit the GYM! and at certain times of the day we'll be UNABLE
TO ENTER OR EXIT OUR UNDERGROUND GARAGE!
2. SAFETY OF PEDESTRIAN CHILDREN AND SENIORS walking or going to
the Center. Montecito Rd. and Rossmoor Center Way is a very dangerous
intersection! W e have already witnessed a vehicular death in it!
3. PARKING ISSUES have not been resolved!
We realize that the City of Seal Beach needs the revenue, but please try to find a project that does not
DESTROY OUR WAY OF LIFE! We are Seal Beach citizens and WE DESERVE YOUR SUPPORT!
THEREFORE, WE URGE THE CITY COUNCIL TO DENY THIS APPLICATION AGAIN!
Sincerely,
Xenophon Colazas
12300 Montecito Rd., #34
Seal Beach, CA. 90740
(562)594-6128
From: Steve Havens [mailto:sbhavens@verizon.net]
Sent: Friday, January 20, 2017 8:01 PM
To: Steven Fowler
Subject: Opposed to Approval of LA Fitness Center in the Rossmoor/Seal Beach Shopping Center; re:
Hearing planned for January 30th, 2017 Seal Beach Ca.
Importance: High
Good Evening Mr. Fowler and Seal Beach Administration:
My name is Stephen B. Havens and I live on Kempton Dr. in Rossmoor, and we have lived here since 1971. It
really is insanity to place this fitness Center into an area that already is over flowing with traffic and is impacted
by a lack of infrastructure access. This Center will be a detriment to the surrounding residence and create
chaos with morning and evening traffic access to the residential community. We as long term residence have
seen the Los Alamitos Blvd grow in traffic similar to the traffic that is flowing in Huntington Beach on Beach
Blvd. There is constant traffic and this destroys the neighborhood, the environment, and challenges simply
running errands in the shopping areas.
Enough is enough Seal Beach…you have plenty of access in your own backyard…Place the health club on
PCH …tear down some properties ….find room where there is infrastructure in your neighborhood. We are
seniors and are in the 4th Qtr. of our lives, we like to stay active and fit, but this facility has much more negative
aspects than positive services for our community.
You can have traffic reports and environment reports that are made as instructed, but you will never convince a
reasonable person, that this project won’t have a huge negative impact in an area that is already overflowing
with traffic. I have recommended to our community to hire a law firm and STOP this project. I am not sure
other residence will join in on the suggestion, but to me it would be well worth the cost to STOP this project
rather than live with the after effects of more SEAL BEACH projects that are built to benefit Seal Beach with
absolutely no consideration for the residence of Rossmoor. Yes this is a cry….”Not in my backyard”….but feel
free to put this structure in Seal Beach on Pacific Coast Highway.
From: NANCY holland [mailto:nancysueholland1022@gmail.com]
Sent: Saturday, January 21, 2017 1:59 PM
To: Steven Fowler
Subject: LA Fitness
Jan. 21, 2017
Steve Fowler, Assistant Planner
City of Seal Beach
Dept. of Community Development
Dear Steve,
I live in Seal Beach, in a condo directly facing the proposed job site. I am against putting an LA Fitness Health
Club on this proposed sight because of the negative impact to my quality of life. This shopping center is
already congested and to try to squeeze this Club behind our property will cause noise, pollution, traffic and
congestion in our neighborhood. The hours of operation are a huge factor because of the noise so close to our
bedroom windows.
We urge the City of Seal Beach to reject this project because of the negative environmental impact to our
community.
Sincerely,
Nancy Holland
12300 Montecito Rd., #30
Seal Beach, CA 90740
From: leland jay [mailto:lelandjay@yahoo.com]
Sent: Friday, January 20, 2017 6:24 PM
To: Steven Fowler
Subject: LA Fitness
Hi Mr. Fowler,
My name is Leland Jay and I have been a Seal Beach resident for 11 years, and a Rossmoor resident for 29
years. I am opposed to the proposal to place an LA Fitness gym in the Rossmoor Center because of the
detrimental impact it will have on the quality of life for the residents of our community. I am sure you are aware
of the Environmental Impact Report conducted by an independent consultant which concludes that there will be
"substantial adverse effects" on humans. Besides greenhouse gas emissions, noise, and a potential increase
of crime, I am primarily concerned about the addition of traffic in and around the Center.
The estimates are that there would be an additional 800-1000 cars per day as a result of the addition of LA
Fitness. I happen to believe that the current configuration of the Center is already bad. I am wondering if there
is a way to find out the number of traffic accidents at the corner of Seal Beach Blvd and Rossmoor Center Drive
since the new configuration (Sprouts, etc.). I know of one very serious one involving a motorcyclist. Currently,
traffic backs up in the left hand turn lane and spills over into the northbound lane, and cars come flying
northbound up Seal Beach Blvd and it is very dangerous. A couple of weeks ago I was down there and took
the attached photos. You can see the back up in the left hand turn lane. Also, if there is as much as one
pedestrian crossing Rossmoor Center Dr (at Panera Bread), the traffic can back up all the way to Seal Beach
Blvd. On multiple occasions, I have observed cars (with a green signal) unable to complete the turn to
Rossmoor Center Dr because it's backed up so much. This exacerbates the problem on Seal Beach
Blvd. When the turn signal turns red, they are blocking the southbound traffic when the other light turns green.
This is more of a nuisance for the southbound traffic, but I think the real danger is on the northbound side.
So, adding another big corporate building that will add 800-1000 cars per day is simply horrible planning, let
alone what kind of business it would be. Now, if we are talking about a fitness gym, it is ludicrous. I don't
believe there is a "need" in our community for one because we already have fitness gyms. I like to support local
businesses and residents of our community (Seal Beach and Rossmoor). Los Al Gym is on Los Alamitos Blvd,
and it takes me 5 minutes to drive there from Rossmoor. The owner is a Rossmoor resident. There is also
Beach Fitness in Seal Beach. The owner has won multiple "Business of the Year" awards from the city and is
highly involved in community activities. There really is no need to add another gym in the area when it will just
add to the noise, traffic, pollution, greenhouse gasses, and crime to our beloved community.
I was born in Rossmoor. I have grown up to see the growth and development here. I certainly understand the
desire for growth and revenue to the city of Seal Beach, but this is simply a bad idea. The independent
Environmental Impact Report clearly states that there will be a significant adverse affect to humans, and I
believe that the traffic increase at Seal Beach Blvd and Rossmoor Center Drive will make an already
dangerous situation exponentially more dangerous for motorists traveling up Seal Beach Blvd.
Sincerely,
Leland Jay
From: Chris Marshall [mailto:cmcycle@gmail.com]
Sent: Saturday, January 21, 2017 8:35 PM
To: Steven Fowler
Subject: LA Fitness - yes for the project
I've been a resident of Rossmoor for over 20 years, and I'm hoping an LA Fitness goes into the parking area
behind Sprouts. The land will eventually be used for something, and a facility like LA Fitness would be a
positive addition to the community.
There are residents of Rossmoor who have little to do but complain about anything new, and there numbers
dominate the blogs and comment boxes, but they don't fully represent Rossmoor residents. In conversations
with other Rossmoor residents, we welcome the thought of an LA Fitness being constructed at that location.
Thank you,
Chris Marshall
From: MikE M [mailto:massion@gmail.com]
Sent: Friday, January 20, 2017 12:10 PM
To: Steven Fowler
Subject: La fitness
Hello I am opposed to the LA fitness going in in seal Beach. I am concerned on the parking situation in close by
Rossmoor.
Mike Massion
From: Maria Mayans [mailto:oquendo56@yahoo.com]
Sent: Friday, January 20, 2017 3:11 PM
To: Steven Fowler
Subject: LA FITNESS
We certainly don't need to have LA Fitness behind Sprouts. We don't need more traffic or people in the area.
From: Todd N. [mailto:duckpond981@hotmail.com]
Sent: Monday, January 23, 2017 6:01 PM
To: Steven Fowler
Subject: LA Fitness
Steve,
The quiet neighborhood of Rossmoor was the reason we moved to the area 10 years ago. In the time
since then, the Shops at Rossmoor has changed dramatically.
I'm concerned that a transient clientele patronizing existing businesses and possibly LA Fitness will add
to traffic congestion in the area and increase the element of safety concern to residents.
I go to LA Fitness several times a week. Yet, I do not support opening an LA Fitness in my backyard at
The Shops at Rossmoor.
I understand that businesses bring commerce to the city and are a vital tax base. I would prefer a family
oriented business be considered over an LA Fitness or BJs.
Thanks for your service to the city.
-Todd
From: Mona [mailto:mbpatrick@aol.com]
Sent: Sunday, January 22, 2017 9:23 AM
To: Steven Fowler
Subject: La fitness
Please do not vote to approve this!!!
Thanks,
Mona Patrick
5626186662
From: Jason Reed [mailto:jason.nationsrecovery@gmail.com]
Sent: Saturday, January 21, 2017 7:28 AM
To: Steven Fowler
Subject: LA Fitness
I own a home in the Rossmoor community. Please approve the building of the LA Fitness. I look forward to a
fitness center within walking distance of my home.
Jason M Reed
11612 Wallingsford Rd
Rossmoor, CA 90720
714-925-2555
From: jmwagoner [mailto:jmwagoner@Verizon.net]
Sent: Friday, January 20, 2017 8:16 PM
To: Steven Fowler
Subject: LA Fitness
We're writing to express our opposition to the LA Fitness Project proposal. It will be massive traffic to
Rossmoor and to Seal Beach Blvd. And the parking will be taking up places where the apartments should be
parking and employee parking for the center.
We saw a lady doing a traffic study and it was at night when it would not be so busy. I'm not sure you've done
the proper study for traffic implications.
Please know that we are opposed to the project of putting LA Fitness in our community. Every corner has
fitness gyms. We don't need a gym in our neighborhood. It will impact us severely.
Janet and Jim Wagoner
562 594 4096
12111 Silver Fox Rd
Rossmoor, CA. 90720
From: Glenn Ducat [mailto:glennducat@yahoo.com]
Sent: Sunday, January 29, 2017 12:54 PM
To: Steven Fowler
Subject: Comment on LA Fitness Proposed Project
Steve,
I am a resident of Rossmoor. My comments re the Proposed LA Fitness Project in the Rossmoor Shops
are given below:
I am writing in support of the proposed project. I feel like it could be a significant improvement to the
community and be a mechanism to improve traffic flow in the areas.
1. As I understand it, one of the major objections to the proposed project has to do with traffic. I agree
that traffic around Sprouts is difficult. The new project offers some options to IMPROVE traffic around
Sprouts. I think there are several options to improve traffic flow. Independent of the outcome of this
project, Spouts should CLOSE one or two of the first two access points from the parking lot in front of the
store. This would alleviate the congestion at the North/South intersection of Rossmoor Center Way in
front of Sprouts/Behind Panera. An alternative would be to close this N/S intersection to through traffic,
i.e., only allow traffic from Los Al Blvd to continue over to Montecito without turns at the entrance to
Sprouts and Pei Wei. This would "force" traffic" away from the front of Sprouts and improve safety and
traffic flow.
2. OK. Let's understand this. The opponents of the project complain that traffic would be severely
increased. But, there is a second half of this complaint. Namely, if a LOT of people use the proposed
project (i.e., more traffic), that means that a LOT of people WANT TO HAVE ACCESS TO THE FACILITY
because it is a benefit to them and, therefore, the community. My personal impression is that a significant
fraction of the people who would use the facility will be coming from Rossmoor anyway. In other words,
these people would be traveling in cars through the community on their way to fitness centers currently
located elsewhere, i.e., not NEW car trips, just trips to a different end point. And then, many of these
folks would combine their fitness trip with a trip to Sprouts, some place they already travel to. It will be a
dual purpose trip rather than a single purpose trip. This would result in no more NET traffic than is
already experienced and would improve net sales at Sprouts and other surrounding businesses.
3. Duration of Stay: My experience is that visitors to fitness centers stay roughly two hours. In other
words, they arrive, park and do not reappear as "traffic" for another two hours. Therefore, the number of
visitors to the fitness center, would not create as much traffic as visitors to Kohl's, Sprouts or Home
Goods.
4. Traffic Flow: Traffic flow in the area needs to be improved. The only way to get this improvement is to
approve the new project which will provide the "money" to provide the improvements.
5. The developers have WISELY made the front of the facility on the SOUTH. This will redirect traffic
flow from away from Rossmoor Center Way and distribute traffic flow out toward many outlets toward the
South. Regardless of the outcome of this project, the owners of Sprouts should be ENCOURAGED to
open an entrance/exit from the back of their store. This has been done at Trader Joe's over on Bellflower
and improves the movement of cars away from the front, congested entrance, the exact problem being
experienced at Sprouts today.
6. Use of Property: This is a philosophical point - I believe property owners should be allowed to develop
their properties as they see fit - WITHIN BOUNDS. In other words, developers should be free to develop
their properties as THEY see fit as long as the new facility is not at odds with CONVENTIONAL
COMMUNITY NORMS and PROVIDES A COMMUNITY BENEFIT. The proposed project is not a porn
shop or the like. It will succeed or fail in the based on it's "benefits" to the community. Is the traffic
resulting from Staples, Sprouts, Panera or Kohls more "beneficial" than traffic from a new fitness
facility?? It's not up to "government" to decide. It's a "decision" for the free market place.
7. Provisional Approval: The city could "approve" the project "provisionally" by requiring the developer to
set aside a specified amount of funds for "unforseen" traffic mitigation improvements that become
apparent only after the project is build and operational.
I hope these comments are beneficial to the reviewers.
If you have any questions, please call me at (562) 596-1826.
Thanks,
Glenn Ducat,
Rossmoor Resident
From: Jbgsjg60@aol.com [mailto:Jbgsjg60@aol.com]
Sent: Sunday, January 29, 2017 11:21 PM
To: Steven Fowler
Subject: LA Fitness
City of Seal Beach Department of Community Development
The LA Fitness Health Club is supposed to promote "Good Health". How is that possible with their hours
of operation? The American Medical Association for years has recommended 7 ½ to 8 hours of sleep per
night for "Good Health". LAFHC will be open 18 hours 5 days and 17 hours 1 day per week plus the
arrival and departures of employees that equates to 5 hours 5 days and 6 hours 1 day of quiet sleep time.
This will never "settle in" it will be 6 days per week, every week, every month, every year! There w ill be
the stopping and starting of cars, closing or slamming of car doors, alarm systems being set and unset,
conversations, etc. 6 days a week that will add to noise that will not "settle in". Why should my neighbors
and I be deprived of our sleep?
With this additional traffic and starting of members cars our air quality will be effected. The additional
pollution that is caused will not "settle in" it also will be added 7 days a week every year. Why should we
be subjected to this additional pollution?
The additional traffic will also cause more safety issues. People being who they are do not think of safety
first – that will only increase with the addition of this project and more traffic.
If the health and safety of the residents that surround this proposed project matter then you in your
wisdom will reject this project!
Thank you for your consideration.
Sande Gottlieb
12300 Montecito Rd #24
Seal Beach
From: Joni's Gmail [mailto:joni.jones.cpa@gmail.com]
Sent: Thursday, January 26, 2017 3:46 PM
To: Steven Fowler
Subject: LA Fitness
I am opposed to the LA Fitness Project at the Shops at Rossmoor.
Here are my concerns:
1 Traffic, traffic, traffic - gyms regularly have their heaviest volume before work (6-8am) and after work (5-
8pm). This is also when people are trying to get home and is already peak traffic here. I can't stress this
enough that the volume of traffic expected will not only reduce the number of people who want to live in this
community but reduce the number of people who want to shop here also.
2 Street size - Rossmoor Center way was not built or anticipated to have traffic as estimated given the size of
the proposed gym.
3. Safety - Increasing the traffic given the volume proposed will greatly increase the chances of auto accidents
and auto/pedestrian accidents. Residents in this area like to walk to Sprouts, restaurants, shopping but will not
feel safe to do so.
4. Parking - it will reduce the available parking in the area. The parking behind sprouts is already ready used
by the local residents and is the overflow for Sprouts, Home Goods, Kohls, Petco, Ulta etc.
5. Crime - having a facility open 20 hours a day will bring people looking for targets.
6. Air quality - Increasing traffic so much will increase the pollution from vehicles and at the same time block
some of the sea breeze creating additional pollution.
7. Noise - All the increased activity and traffic will create excess noise pollution for those of us living here.
7. Reduced property value - The additional traffic, reduced safety, limited parking, increased crime, decreased
air quality and increased noise will reduce home property values which will over the long haul reduce the value
of the commercial center as well.
Joni Jones
Rossmoor resident
From: Wolfgang Konrad [mailto:postplatte@yahoo.com]
Sent: Thursday, January 26, 2017 9:57 PM
To: Steven Fowler
Subject: LA Fitness
Steven,
I do live in 12300 Montecito Rd Apt 6, Seal Beach, CA 90740.
I am against building the LA Fitness behind our building due to
Negative environmental impact
Negative impact on safety
Other negative impacts
Sincerely,
Wolfgang Konrad
From: Peter Lipschultz [mailto:plipschultz@gmail.com]
Sent: Friday, January 27, 2017 1:44 PM
To: Steven Fowler
Cc: Thomas Moore
Subject: LA Fitness
Dear Mr. Fowler,
I object to the LA Fitness project because it would have a direct & negative impact on where I live,
Rossmoor Park Condominiums. When the property was converted into condominiums in 1979, no
thought was given to the lack of parking spaces for owners & renters. Seal Beach City planners did not
take this into consideration at that time. As a result, we were forced to seek additional parking. When we
parked in the adjacent streets in Rossmoor, we were disrupting their neighborhood life & activities. We
are simply at a dead end to alleviate the parking problems. That’s why such a potentially large project
with so many parking spaces required, would leave residents like myself stuck in a no win situation.
Perhaps the owners of Rossmoor Ctr could come up with a smaller project that would have a lesser
impact on the neighborhood. I was thinking a craft shop for kids would draw much interest in a
neighborhood full of young children. Let’s be creative in coming up with a solution. Furthermore, there
are plenty of fitness gyms in our immediate area; my condominium offers a free gym, as do many
condominiums in the immediate area. Another gym does nothing for the development of our community!!
Sincerely ,
Petrer Lipschultz 12200 Montecito Rd, SB
From: Peter Lipschultz [mailto:plipschultz@gmail.com]
Sent: Thursday, January 26, 2017 9:09 PM
To: Steven Fowler
Cc: Thomas Moore
Subject: LA Fitness
Dear Mr. Fowler,
I have several objections to the LA Fitness project which I will send you in a series of emails. My first
objection would be increased traffic & resulting bottlenecks that would result. I feel confident in saying
this based on my observations of the LA Fitness on Valley View St (just 4 miles from the Rossmoor
Center; a ten minute ride). I was over there on the weekend & this Wednesday. On the weekend about 1
pm, the parking lot was packed with close to a hundred cars —very few spaces available to park . When I
was there on Wednesday, the parking lot was filling up as the attached photo demonstrates.
Again the traffic at Rossmoor Center would be impacted greatly in a neighborhood already quite
busy. Please keep this in mind.
Thanks
Peter Lipschultz
12200 Montecito Rd, SB
From: Peter Lipschultz [mailto:plipschultz@gmail.com]
Sent: Friday, January 27, 2017 3:32 PM
To: Steven Fowler
Cc: Thomas Moore
Subject: LA Fitness
Dear Mr. Fowler,
I object to the La Fitness project based on the fact that commercial gyms prey on the consumer and must
constantly generate new customers in order to keep making any profits.
From an economic standpoint gyms are not really looking for regular consumers (according to The
Atlantic Magazine article, “This is Why You don’t Go to the Gym”, dated June 13, 2012) . The following
makes sense:
“Gyms make most of their money from two sorts of people: 1) Absentee members and 2) super -users
who pay not only the monthly fee but also for the add-ons, like trainers and classes, all the way down to
the whey smoothies.
"Commercial health clubs need about 10 times as many members as their facilities can handle, so
designing them for athletes, or even aspiring athletes, makes no sense," Men's Journal explained in
Everything You Know About Fitness Is a Lie. One way to build a financi ally efficient gym is to make it
appear really financially inefficient for gym rats:
The winning marketing strategy, according to Recreation Management Magazine, a health club-industry
trade rag, focuses strictly on luring in the "out-of-shape public," meaning all of those people whose
doctors have told them. The entire gym, from soup to nuts, has been designed around getting suckers to
sign up, and then getting them mildly, vaguely exercised every once in a long while, and then getting them
out the door.
And like all of us do: we make resolutions to lose weight in the beginning of the year and then by April
those resolutions are forgotten. However, you’re still paying your monthly fees. As the Atlantic Magazine
article concludes, “On the bright side, your flabby willpower means open weight machines for other gym
members. Our laziness isn’t good for our fitness, but it just might be good news for the fitness industry.”
Such an enterprise in the midst of my neighborhood does little for COMMUNITY DEVELOPMENT . It
only creates income for the owners and leaves the average consumer frustrated and
disappointed! Please reject the LA Fitness project!!
Sincerely,
Peter Lipschultz 12200 Montecito Rd, SB (562) 493-6362
From: Karen Swenson [mailto:napkaren@me.com]
Sent: Friday, January 20, 2017 3:28 PM
To: Steven Fowler
Subject: LA Fitness
Please, DO NOT construct LA Fitness behind the Sprouts Market. Seal Beach is well aware of the safety
concerns for our pedestrians and school children and the safety concerns of massive amount of new traffic
added on Saint Cloud as well as on the few access driveways to the shopping center. Please, DO NOT for
financial gain "ram through" a massive intrusion to the Rossmoor community. After Seal Beach tore down the
small Rossmoor Gym to make room for the Shops in Rossmoor, I joined 24 Hour Fitness Gym on Katella.
While a gym in the Shops of Rossmoor would be far closer, I would not want my Rossmoor community to
experience the traffic and safety concerns that a huge gym would impose.
Karen Swenson
Rossmoor Homeowners Association: Standards Committee
Rossmoor: Block Captain
From: Fred Wing [mailto:wingf52@gmail.com]
Sent: Friday, January 27, 2017 2:12 PM
To: Steven Fowler
Subject: LA Fitness
Steve, as a long time Rossmoor resident, I have some real concerns about the proposed fitness club in the
shops at Rossmoor. Specifically, the entrances at exits to the center are already woefully inadequate to handle
current traffic demands, let alone additional traffic that would be created. The entrance at Rossmoor Center
Way is only one lane in and one lane out to Seal Beach Blvd, and already backs up on the Northbound Seal
Beach Blvd direction from the left turn lane blocking the #1 lane at peak times. Already there are people turning
left into the center in front of Chik Fil A over the double/double lines, a traffic infraction. More a nd more drivers
are finding the entrances to the center from Montecito or St. Cloud, increasing the traffic noise and dust in the
residential area. The traffic study must identify these problems, and how they will be alleviated, in order for this
project to move forward.
Thank you!
Fred Wing
Rossmoor
(562) 493 3441
wingf52@gmail.com
From: Jbgsjg60@aol.com [mailto:Jbgsjg60@aol.com]
Sent: Monday, January 30, 2017 10:36 AM
To: Steven Fowler
Subject: LA Fitness
City of Seal Beach Department of Community Development
The western line of the LAFHC project and eastern line of my condo home at 12300 Montecito Rd is one
and the same.
Has the shopping center (CPT Shops at Rossmoor, LLC) employed experts in the field who were able to
determine how much the value of my home will be negatively impacted by the HC project and what is that
impact in dollars? If not addressed why hasn't it been?
An EIR was not required for this project and none were prepared for any of the previous construction
projects as stated by your own Mr. Jim Basham on the record at a public meeting. Why now a U turn on
the subject of an EIR?
Just think of it; if I want to rest my eyes I can look out my bedroom window at a painted blank concrete tilt -
up wall. How much more restful can it get. My ears meanwhile can listen to the hum of HVAC units a nd
exhaust fans. That noise will cover up the noise from the cars arriving and departing the site at all hours
of the day and into the night.
And try to avoid the smells. BO from the exhaust fans, toilet odors from the bathroom vent stacks and
chlorine, a carcinogen, from the Lap Pool.
What the hell it will be like living in paradise – Where do I sign up?
Jerome Gottlieb
12300 Montecito Rd #24
Seal Beach, CA 90740
562-431-6803
January 27, 2017
Steve Fowler, Assistant Planner
City of Seal Beach Department of Community Development
211 Eighth Street, Seal Beach, CA 90740
Dear Mr. Fowler:
We are writing in support of the application by LA Fitness to build a club in the Shops at Rossmoor.
As 30-year residents of neighboring Rossmoor Highlands, we believe this project would be an asset to
the whole community. In our case in particular, however, it would help us to maintain our health.
We are long-time LA Fitness members who now must drive busy Seal Beach Boulevard to reach the
nearest club branches in Los Altos or Garden Grove. A club at the shopping complex would allow us to
simply walk there.
The traffic, noise, safety and parking mitigation that the project has promised seems quite reasonable to
us.
So we hope Seal Beach officials will see their way clear to approve this project as soon as possible.
Sincerely yours,
William and Susan Nottingham
From: bpiburn@verizon.net [mailto:bpiburn@verizon.net]
Sent: Monday, January 30, 2017 9:56 AM
To: Steven Fowler
Subject: LA fitnessappear again when the city knows our beliefs. We fought this on=ce, we woll
Mr. Fowler--I want to express my dismay and opposition to the building of the LA Fitness Center in the
Rossmoor Center. That area is no place for a business that is open 20 hours a day. It will cause too
much traffic, too much noise and totally ruin property values for the condos around it. Those of us who
live here were shocked to see the whole project. We fought this once and will fight it again.
Elizabeth (Beth) Piburn
12300 Montecito Rd #48
Seal Beach
Beth Piburn
bpiburn@verizon.net
From: jerry strayve [mailto:jstrayve@gmail.com]
Sent: Monday, January 30, 2017 1:34 PM
To: Steven Fowler
Subject: LA Fitness
Dear Mr. Fowler and/or Whom It May Concern:
First of all I would like to complement you and the City of Seal Beach for your efforts in maintaining a wonderful
community that is the North End of Seal Beach. It is always a pleasure visiting the community; and I think of it
as a "home away from home."
Last weekend when visiting Seal Beach I had the opportunity to go house "shopping" and ran across a lovely
community, Rossmoor Park. 12200 Montecito Road. While previewing some Open Houses, it came to my
attention that there may be a large fitness center developed across the street from where I was considering
purchasing a home.
I must tell you that I was and am very concerned about living near such a facility. For all the obvious reasons,
traffic flow/congestion; parking; safety (my grandchildren in particular); and security.
I hope as this matter moves forward that you and other leaders in the community will consider the option of
locating that facility to another location. You have a wonderful neighborhood there. It would be a shame to
lose its present idyllic ambiance by giving way to obtuse commercialization.
I wish you and your community the best,
jrs
--
Jerry Strayve, Jr.
619-990-3649
jstrayve@gmail.com
Appendix C:
Air Quality
Project Characteristics - PTG - Construction presumed to begin late 2017.
Land Use - PTG - Model run updated to reflect a total of 85,600 square feet of disturbance from asphalt being removed, 34,523 square feet of new asphalt
being laid over disturbed area, and the construction of the 37,000 square foot health club.
Construction Phase - PTG - Model updated to reflect an approximately six month construction timeline for the activites including ground disturbance.
Trips and VMT - PTG - Updated to capture any offhaul of debris that may be need to be taken from the site.
Architectural Coating - PTG - Model updated to reflect interior and exterior areas that will be painted as a result of the project.
Energy Use -
Construction Off-road Equipment Mitigation - PTG - Model updated to reflect compliance with SCAQMD Rule 403, and that the project would water exposed
areas two times per day.
Grading -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 34.52 1000sqft 1.12 34,523.00 0
Health Club 37.00 1000sqft 0.85 37,000.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2020Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
LA Fitness - Health Club at Rossmoor
South Coast Air Basin, Annual
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 1 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblArchitecturalCoating ConstArea_Nonresidential_Exterior 18,500.00 29,580.00
tblArchitecturalCoating ConstArea_Nonresidential_Interior 55,500.00 88,740.00
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 40 0
tblConstructionPhase NumDays 10.00 20.00
tblConstructionPhase NumDays 200.00 63.00
tblConstructionPhase NumDays 4.00 20.00
tblConstructionPhase NumDays 10.00 20.00
tblConstructionPhase NumDays 2.00 10.00
tblLandUse BuildingSpaceSquareFeet 34,520.00 34,523.00
tblLandUse LandUseSquareFeet 34,520.00 34,523.00
tblLandUse LotAcreage 0.79 1.12
tblProjectCharacteristics OperationalYear 2018 2020
tblTripsAndVMT HaulingTripNumber 0.00 6.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 2 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2017 0.0692 0.6583 0.3552 6.3000e-
004
0.0828 0.0361 0.1188 0.0413 0.0337 0.0750 0.0000 57.1748 57.1748 0.0141 0.0000 57.5262
2018 0.3703 0.6397 0.5404 9.6000e-
004
0.0130 0.0366 0.0496 3.5000e-
003
0.0351 0.0386 0.0000 83.0973 83.0973 0.0149 0.0000 83.4705
Maximum 0.3703 0.6583 0.5404 9.6000e-
004
0.0828 0.0366 0.1188 0.0413 0.0351 0.0750 0.0000 83.0973 83.0973 0.0149 0.0000 83.4705
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2017 0.0692 0.6583 0.3552 6.3000e-
004
0.0398 0.0361 0.0759 0.0193 0.0337 0.0529 0.0000 57.1747 57.1747 0.0141 0.0000 57.5261
2018 0.3703 0.6397 0.5404 9.6000e-
004
0.0130 0.0366 0.0496 3.5000e-
003
0.0351 0.0386 0.0000 83.0972 83.0972 0.0149 0.0000 83.4704
Maximum 0.3703 0.6583 0.5404 9.6000e-
004
0.0398 0.0366 0.0759 0.0193 0.0351 0.0529 0.0000 83.0972 83.0972 0.0149 0.0000 83.4704
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 44.88 0.00 25.52 49.17 0.00 19.39 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 3 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.1537 1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
Energy 4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 152.7054 152.7054 5.3900e-
003
1.7100e-
003
153.3496
Mobile 0.3483 1.7250 4.0111 0.0120 0.9114 0.0141 0.9255 0.2442 0.0133 0.2575 0.0000 1,103.559
1
1,103.559
1
0.0632 0.0000 1,105.137
8
Waste 0.0000 0.0000 0.0000 0.0000 42.8108 0.0000 42.8108 2.5301 0.0000 106.0619
Water 0.0000 0.0000 0.0000 0.0000 0.6943 13.8265 14.5207 0.0719 1.8000e-
003
16.8546
Total 0.5062 1.7631 4.0440 0.0122 0.9114 0.0170 0.9284 0.2442 0.0162 0.2604 43.5050 1,270.092
7
1,313.597
7
2.6705 3.5100e-
003
1,381.405
8
Unmitigated Operational
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter)
1 10-10-2017 1-9-2018 0.8012 0.8012
2 1-10-2018 4-9-2018 0.6118 0.6118
3 4-10-2018 7-9-2018 0.3152 0.3152
Highest 0.8012 0.8012
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 4 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.1537 1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
Energy 4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 152.7054 152.7054 5.3900e-
003
1.7100e-
003
153.3496
Mobile 0.3483 1.7250 4.0111 0.0120 0.9114 0.0141 0.9255 0.2442 0.0133 0.2575 0.0000 1,103.559
1
1,103.559
1
0.0632 0.0000 1,105.137
8
Waste 0.0000 0.0000 0.0000 0.0000 42.8108 0.0000 42.8108 2.5301 0.0000 106.0619
Water 0.0000 0.0000 0.0000 0.0000 0.6943 13.8265 14.5207 0.0719 1.8000e-
003
16.8546
Total 0.5062 1.7631 4.0440 0.0122 0.9114 0.0170 0.9284 0.2442 0.0162 0.2604 43.5050 1,270.092
7
1,313.597
7
2.6705 3.5100e-
003
1,381.405
8
Mitigated Operational
3.0 Construction Detail
Construction Phase
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 5 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 10/10/2017 11/6/2017 5 20
2 Site Preparation Site Preparation 11/7/2017 11/20/2017 5 10
3 Grading Grading 11/21/2017 12/18/2017 5 20
4 Building Construction Building Construction 12/19/2017 3/15/2018 5 63
5 Paving Paving 3/16/2018 4/12/2018 5 20
6 Architectural Coating Architectural Coating 4/13/2018 5/10/2018 5 20
OffRoad Equipment
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 88,740; Non-Residential Outdoor: 29,580; Striped Parking Area: 2,071
(Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 5
Acres of Grading (Grading Phase): 7.5
Acres of Paving: 1.12
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 6 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Rubber Tired Dozers 1 8.00 247 0.40
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
Site Preparation Graders 1 8.00 187 0.41
Site Preparation Rubber Tired Dozers 1 7.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 6.00 187 0.41
Grading Rubber Tired Dozers 1 6.00 247 0.40
Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37
Building Construction Cranes 1 6.00 231 0.29
Building Construction Forklifts 1 6.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 6.00 9 0.56
Paving Pavers 1 6.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 1 7.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 7 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0276 0.2676 0.1556 2.4000e-
004
0.0165 0.0165 0.0154 0.0154 0.0000 21.9668 21.9668 5.5600e-
003
0.0000 22.1057
Total 0.0276 0.2676 0.1556 2.4000e-
004
0.0165 0.0165 0.0154 0.0154 0.0000 21.9668 21.9668 5.5600e-
003
0.0000 22.1057
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Site Preparation 3 8.00 0.00 6.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 7 30.00 12.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 6.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 8 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 7.8000e-
004
6.5000e-
004
6.9300e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.4090 1.4090 5.0000e-
005
0.0000 1.4104
Total 7.8000e-
004
6.5000e-
004
6.9300e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.4090 1.4090 5.0000e-
005
0.0000 1.4104
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0276 0.2676 0.1556 2.4000e-
004
0.0165 0.0165 0.0154 0.0154 0.0000 21.9668 21.9668 5.5600e-
003
0.0000 22.1057
Total 0.0276 0.2676 0.1556 2.4000e-
004
0.0165 0.0165 0.0154 0.0154 0.0000 21.9668 21.9668 5.5600e-
003
0.0000 22.1057
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 9 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 7.8000e-
004
6.5000e-
004
6.9300e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.4090 1.4090 5.0000e-
005
0.0000 1.4104
Total 7.8000e-
004
6.5000e-
004
6.9300e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.4090 1.4090 5.0000e-
005
0.0000 1.4104
Mitigated Construction Off-Site
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0290 0.0000 0.0290 0.0148 0.0000 0.0148 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 9.6500e-
003
0.1111 0.0420 9.0000e-
005
5.2300e-
003
5.2300e-
003
4.8100e-
003
4.8100e-
003
0.0000 8.0025 8.0025 2.4500e-
003
0.0000 8.0638
Total 9.6500e-
003
0.1111 0.0420 9.0000e-
005
0.0290 5.2300e-
003
0.0342 0.0148 4.8100e-
003
0.0196 0.0000 8.0025 8.0025 2.4500e-
003
0.0000 8.0638
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 10 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 3.0000e-
005
1.0500e-
003
2.0000e-
004
0.0000 5.0000e-
005
1.0000e-
005
6.0000e-
005
1.0000e-
005
1.0000e-
005
2.0000e-
005
0.0000 0.2348 0.2348 2.0000e-
005
0.0000 0.2352
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 2.4000e-
004
2.0000e-
004
2.1300e-
003
0.0000 4.4000e-
004
0.0000 4.4000e-
004
1.2000e-
004
0.0000 1.2000e-
004
0.0000 0.4335 0.4335 2.0000e-
005
0.0000 0.4340
Total 2.7000e-
004
1.2500e-
003
2.3300e-
003
0.0000 4.9000e-
004
1.0000e-
005
5.0000e-
004
1.3000e-
004
1.0000e-
005
1.4000e-
004
0.0000 0.6683 0.6683 4.0000e-
005
0.0000 0.6691
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0131 0.0000 0.0131 6.6500e-
003
0.0000 6.6500e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 9.6500e-
003
0.1111 0.0420 9.0000e-
005
5.2300e-
003
5.2300e-
003
4.8100e-
003
4.8100e-
003
0.0000 8.0024 8.0024 2.4500e-
003
0.0000 8.0637
Total 9.6500e-
003
0.1111 0.0420 9.0000e-
005
0.0131 5.2300e-
003
0.0183 6.6500e-
003
4.8100e-
003
0.0115 0.0000 8.0024 8.0024 2.4500e-
003
0.0000 8.0637
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 11 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 3.0000e-
005
1.0500e-
003
2.0000e-
004
0.0000 5.0000e-
005
1.0000e-
005
6.0000e-
005
1.0000e-
005
1.0000e-
005
2.0000e-
005
0.0000 0.2348 0.2348 2.0000e-
005
0.0000 0.2352
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 2.4000e-
004
2.0000e-
004
2.1300e-
003
0.0000 4.4000e-
004
0.0000 4.4000e-
004
1.2000e-
004
0.0000 1.2000e-
004
0.0000 0.4335 0.4335 2.0000e-
005
0.0000 0.4340
Total 2.7000e-
004
1.2500e-
003
2.3300e-
003
0.0000 4.9000e-
004
1.0000e-
005
5.0000e-
004
1.3000e-
004
1.0000e-
005
1.4000e-
004
0.0000 0.6683 0.6683 4.0000e-
005
0.0000 0.6691
Mitigated Construction Off-Site
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0491 0.0000 0.0491 0.0253 0.0000 0.0253 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0160 0.1829 0.0703 1.4000e-
004
8.7400e-
003
8.7400e-
003
8.0400e-
003
8.0400e-
003
0.0000 13.1079 13.1079 4.0200e-
003
0.0000 13.2083
Total 0.0160 0.1829 0.0703 1.4000e-
004
0.0491 8.7400e-
003
0.0579 0.0253 8.0400e-
003
0.0333 0.0000 13.1079 13.1079 4.0200e-
003
0.0000 13.2083
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 12 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 4.8000e-
004
4.0000e-
004
4.2600e-
003
1.0000e-
005
8.8000e-
004
1.0000e-
005
8.9000e-
004
2.3000e-
004
1.0000e-
005
2.4000e-
004
0.0000 0.8671 0.8671 3.0000e-
005
0.0000 0.8679
Total 4.8000e-
004
4.0000e-
004
4.2600e-
003
1.0000e-
005
8.8000e-
004
1.0000e-
005
8.9000e-
004
2.3000e-
004
1.0000e-
005
2.4000e-
004
0.0000 0.8671 0.8671 3.0000e-
005
0.0000 0.8679
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0221 0.0000 0.0221 0.0114 0.0000 0.0114 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0160 0.1829 0.0703 1.4000e-
004
8.7400e-
003
8.7400e-
003
8.0400e-
003
8.0400e-
003
0.0000 13.1079 13.1079 4.0200e-
003
0.0000 13.2083
Total 0.0160 0.1829 0.0703 1.4000e-
004
0.0221 8.7400e-
003
0.0309 0.0114 8.0400e-
003
0.0194 0.0000 13.1079 13.1079 4.0200e-
003
0.0000 13.2083
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 13 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 4.8000e-
004
4.0000e-
004
4.2600e-
003
1.0000e-
005
8.8000e-
004
1.0000e-
005
8.9000e-
004
2.3000e-
004
1.0000e-
005
2.4000e-
004
0.0000 0.8671 0.8671 3.0000e-
005
0.0000 0.8679
Total 4.8000e-
004
4.0000e-
004
4.2600e-
003
1.0000e-
005
8.8000e-
004
1.0000e-
005
8.9000e-
004
2.3000e-
004
1.0000e-
005
2.4000e-
004
0.0000 0.8671 0.8671 3.0000e-
005
0.0000 0.8679
Mitigated Construction Off-Site
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0133 0.0866 0.0646 1.0000e-
004
5.5400e-
003
5.5400e-
003
5.3400e-
003
5.3400e-
003
0.0000 8.3437 8.3437 1.7500e-
003
0.0000 8.3876
Total 0.0133 0.0866 0.0646 1.0000e-
004
5.5400e-
003
5.5400e-
003
5.3400e-
003
5.3400e-
003
0.0000 8.3437 8.3437 1.7500e-
003
0.0000 8.3876
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 14 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 2.7000e-
004
7.1500e-
003
1.9400e-
003
1.0000e-
005
3.4000e-
004
6.0000e-
005
4.0000e-
004
1.0000e-
004
6.0000e-
005
1.6000e-
004
0.0000 1.3464 1.3464 1.0000e-
004
0.0000 1.3489
Worker 8.1000e-
004
6.7000e-
004
7.2000e-
003
2.0000e-
005
1.4800e-
003
1.0000e-
005
1.4900e-
003
3.9000e-
004
1.0000e-
005
4.0000e-
004
0.0000 1.4632 1.4632 6.0000e-
005
0.0000 1.4646
Total 1.0800e-
003
7.8200e-
003
9.1400e-
003
3.0000e-
005
1.8200e-
003
7.0000e-
005
1.8900e-
003
4.9000e-
004
7.0000e-
005
5.6000e-
004
0.0000 2.8096 2.8096 1.6000e-
004
0.0000 2.8135
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0133 0.0866 0.0646 1.0000e-
004
5.5400e-
003
5.5400e-
003
5.3400e-
003
5.3400e-
003
0.0000 8.3437 8.3437 1.7500e-
003
0.0000 8.3876
Total 0.0133 0.0866 0.0646 1.0000e-
004
5.5400e-
003
5.5400e-
003
5.3400e-
003
5.3400e-
003
0.0000 8.3437 8.3437 1.7500e-
003
0.0000 8.3876
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 15 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 2.7000e-
004
7.1500e-
003
1.9400e-
003
1.0000e-
005
3.4000e-
004
6.0000e-
005
4.0000e-
004
1.0000e-
004
6.0000e-
005
1.6000e-
004
0.0000 1.3464 1.3464 1.0000e-
004
0.0000 1.3489
Worker 8.1000e-
004
6.7000e-
004
7.2000e-
003
2.0000e-
005
1.4800e-
003
1.0000e-
005
1.4900e-
003
3.9000e-
004
1.0000e-
005
4.0000e-
004
0.0000 1.4632 1.4632 6.0000e-
005
0.0000 1.4646
Total 1.0800e-
003
7.8200e-
003
9.1400e-
003
3.0000e-
005
1.8200e-
003
7.0000e-
005
1.8900e-
003
4.9000e-
004
7.0000e-
005
5.6000e-
004
0.0000 2.8096 2.8096 1.6000e-
004
0.0000 2.8135
Mitigated Construction Off-Site
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0700 0.4706 0.3747 6.0000e-
004
0.0286 0.0286 0.0276 0.0276 0.0000 49.7433 49.7433 0.0100 0.0000 49.9937
Total 0.0700 0.4706 0.3747 6.0000e-
004
0.0286 0.0286 0.0276 0.0276 0.0000 49.7433 49.7433 0.0100 0.0000 49.9937
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 16 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 1.4200e-
003
0.0402 0.0105 8.0000e-
005
2.0400e-
003
2.9000e-
004
2.3300e-
003
5.9000e-
004
2.8000e-
004
8.7000e-
004
0.0000 8.0511 8.0511 5.8000e-
004
0.0000 8.0656
Worker 4.2900e-
003
3.5300e-
003
0.0379 9.0000e-
005
8.8900e-
003
7.0000e-
005
8.9600e-
003
2.3600e-
003
7.0000e-
005
2.4300e-
003
0.0000 8.5333 8.5333 2.9000e-
004
0.0000 8.5406
Total 5.7100e-
003
0.0437 0.0484 1.7000e-
004
0.0109 3.6000e-
004
0.0113 2.9500e-
003
3.5000e-
004
3.3000e-
003
0.0000 16.5844 16.5844 8.7000e-
004
0.0000 16.6062
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0700 0.4706 0.3747 6.0000e-
004
0.0286 0.0286 0.0276 0.0276 0.0000 49.7433 49.7433 0.0100 0.0000 49.9936
Total 0.0700 0.4706 0.3747 6.0000e-
004
0.0286 0.0286 0.0276 0.0276 0.0000 49.7433 49.7433 0.0100 0.0000 49.9936
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 17 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 1.4200e-
003
0.0402 0.0105 8.0000e-
005
2.0400e-
003
2.9000e-
004
2.3300e-
003
5.9000e-
004
2.8000e-
004
8.7000e-
004
0.0000 8.0511 8.0511 5.8000e-
004
0.0000 8.0656
Worker 4.2900e-
003
3.5300e-
003
0.0379 9.0000e-
005
8.8900e-
003
7.0000e-
005
8.9600e-
003
2.3600e-
003
7.0000e-
005
2.4300e-
003
0.0000 8.5333 8.5333 2.9000e-
004
0.0000 8.5406
Total 5.7100e-
003
0.0437 0.0484 1.7000e-
004
0.0109 3.6000e-
004
0.0113 2.9500e-
003
3.5000e-
004
3.3000e-
003
0.0000 16.5844 16.5844 8.7000e-
004
0.0000 16.6062
Mitigated Construction Off-Site
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0102 0.1045 0.0899 1.4000e-
004
6.1000e-
003
6.1000e-
003
5.6200e-
003
5.6200e-
003
0.0000 12.2147 12.2147 3.7300e-
003
0.0000 12.3079
Paving 1.4700e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0117 0.1045 0.0899 1.4000e-
004
6.1000e-
003
6.1000e-
003
5.6200e-
003
5.6200e-
003
0.0000 12.2147 12.2147 3.7300e-
003
0.0000 12.3079
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 18 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 6.9000e-
004
5.7000e-
004
6.0800e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.3695 1.3695 5.0000e-
005
0.0000 1.3707
Total 6.9000e-
004
5.7000e-
004
6.0800e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.3695 1.3695 5.0000e-
005
0.0000 1.3707
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0102 0.1045 0.0899 1.4000e-
004
6.1000e-
003
6.1000e-
003
5.6200e-
003
5.6200e-
003
0.0000 12.2147 12.2147 3.7300e-
003
0.0000 12.3079
Paving 1.4700e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0117 0.1045 0.0899 1.4000e-
004
6.1000e-
003
6.1000e-
003
5.6200e-
003
5.6200e-
003
0.0000 12.2147 12.2147 3.7300e-
003
0.0000 12.3079
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 19 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 6.9000e-
004
5.7000e-
004
6.0800e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.3695 1.3695 5.0000e-
005
0.0000 1.3707
Total 6.9000e-
004
5.7000e-
004
6.0800e-
003
2.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.3695 1.3695 5.0000e-
005
0.0000 1.3707
Mitigated Construction Off-Site
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.2790 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.9900e-
003
0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Total 0.2820 0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 20 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 3.2000e-
004
2.6000e-
004
2.8100e-
003
1.0000e-
005
6.6000e-
004
1.0000e-
005
6.6000e-
004
1.7000e-
004
0.0000 1.8000e-
004
0.0000 0.6321 0.6321 2.0000e-
005
0.0000 0.6326
Total 3.2000e-
004
2.6000e-
004
2.8100e-
003
1.0000e-
005
6.6000e-
004
1.0000e-
005
6.6000e-
004
1.7000e-
004
0.0000 1.8000e-
004
0.0000 0.6321 0.6321 2.0000e-
005
0.0000 0.6326
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.2790 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.9900e-
003
0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Total 0.2820 0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 21 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 3.2000e-
004
2.6000e-
004
2.8100e-
003
1.0000e-
005
6.6000e-
004
1.0000e-
005
6.6000e-
004
1.7000e-
004
0.0000 1.8000e-
004
0.0000 0.6321 0.6321 2.0000e-
005
0.0000 0.6326
Total 3.2000e-
004
2.6000e-
004
2.8100e-
003
1.0000e-
005
6.6000e-
004
1.0000e-
005
6.6000e-
004
1.7000e-
004
0.0000 1.8000e-
004
0.0000 0.6321 0.6321 2.0000e-
005
0.0000 0.6326
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 22 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.3483 1.7250 4.0111 0.0120 0.9114 0.0141 0.9255 0.2442 0.0133 0.2575 0.0000 1,103.559
1
1,103.559
1
0.0632 0.0000 1,105.137
8
Unmitigated 0.3483 1.7250 4.0111 0.0120 0.9114 0.0141 0.9255 0.2442 0.0133 0.2575 0.0000 1,103.559
1
1,103.559
1
0.0632 0.0000 1,105.137
8
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Health Club 1,218.41 772.19 989.01 2,399,472 2,399,472
Parking Lot 0.00 0.00 0.00
Total 1,218.41 772.19 989.01 2,399,472 2,399,472
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Health Club 16.60 8.40 6.90 16.90 64.10 19.00 52 39 9
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Parking Lot 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
Health Club 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 23 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 111.3009 111.3009 4.6000e-
003
9.5000e-
004
111.6991
Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 111.3009 111.3009 4.6000e-
003
9.5000e-
004
111.6991
NaturalGas
Mitigated
4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 41.4045 41.4045 7.9000e-
004
7.6000e-
004
41.6505
NaturalGas
Unmitigated
4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 41.4045 41.4045 7.9000e-
004
7.6000e-
004
41.6505
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 24 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Health Club 775890 4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 41.4045 41.4045 7.9000e-
004
7.6000e-
004
41.6505
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 41.4045 41.4045 7.9000e-
004
7.6000e-
004
41.6505
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Health Club 775890 4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 41.4045 41.4045 7.9000e-
004
7.6000e-
004
41.6505
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 4.1800e-
003
0.0380 0.0320 2.3000e-
004
2.8900e-
003
2.8900e-
003
2.8900e-
003
2.8900e-
003
0.0000 41.4045 41.4045 7.9000e-
004
7.6000e-
004
41.6505
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 25 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Health Club 318940 101.6211 4.2000e-
003
8.7000e-
004
101.9847
Parking Lot 30380.2 9.6798 4.0000e-
004
8.0000e-
005
9.7144
Total 111.3009 4.6000e-
003
9.5000e-
004
111.6991
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Health Club 318940 101.6211 4.2000e-
003
8.7000e-
004
101.9847
Parking Lot 30380.2 9.6798 4.0000e-
004
8.0000e-
005
9.7144
Total 111.3009 4.6000e-
003
9.5000e-
004
111.6991
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 26 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.1537 1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
Unmitigated 0.1537 1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.1359 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 9.0000e-
005
1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
Total 0.1537 1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
Unmitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 27 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.1359 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 9.0000e-
005
1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
Total 0.1537 1.0000e-
005
9.2000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.7700e-
003
1.7700e-
003
0.0000 0.0000 1.8900e-
003
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 28 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 14.5207 0.0719 1.8000e-
003
16.8546
Unmitigated 14.5207 0.0719 1.8000e-
003
16.8546
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Health Club 2.1883 /
1.34121
14.5207 0.0719 1.8000e-
003
16.8546
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Total 14.5207 0.0719 1.8000e-
003
16.8546
Unmitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 29 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
8.1 Mitigation Measures Waste
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Health Club 2.1883 /
1.34121
14.5207 0.0719 1.8000e-
003
16.8546
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Total 14.5207 0.0719 1.8000e-
003
16.8546
Mitigated
8.0 Waste Detail
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 42.8108 2.5301 0.0000 106.0619
Unmitigated 42.8108 2.5301 0.0000 106.0619
Category/Year
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 30 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Health Club 210.9 42.8108 2.5301 0.0000 106.0619
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Total 42.8108 2.5301 0.0000 106.0619
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Health Club 210.9 42.8108 2.5301 0.0000 106.0619
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Total 42.8108 2.5301 0.0000 106.0619
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 31 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
11.0 Vegetation
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:58 AMPage 32 of 32
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Annual
Project Characteristics - PTG - Construction presumed to begin late 2017.
Land Use - PTG - Model run updated to reflect a total of 85,600 square feet of disturbance from asphalt being removed, 34,523 square feet of new asphalt
being laid over disturbed area, and the construction of the 37,000 square foot health club.
Construction Phase - PTG - Model updated to reflect an approximately six month construction timeline for the activites including ground disturbance.
Trips and VMT - PTG - Updated to capture any offhaul of debris that may be need to be taken from the site.
Architectural Coating - PTG - Model updated to reflect interior and exterior areas that will be painted as a result of the project.
Energy Use -
Construction Off-road Equipment Mitigation - PTG - Model updated to reflect compliance with SCAQMD Rule 403, and that the project would water exposed
areas two times per day.
Grading -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 34.52 1000sqft 1.12 34,523.00 0
Health Club 37.00 1000sqft 0.85 37,000.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2020Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
LA Fitness - Health Club at Rossmoor
South Coast Air Basin, Summer
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 1 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblArchitecturalCoating ConstArea_Nonresidential_Exterior 18,500.00 29,580.00
tblArchitecturalCoating ConstArea_Nonresidential_Interior 55,500.00 88,740.00
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 40 0
tblConstructionPhase NumDays 10.00 20.00
tblConstructionPhase NumDays 200.00 63.00
tblConstructionPhase NumDays 4.00 20.00
tblConstructionPhase NumDays 10.00 20.00
tblConstructionPhase NumDays 2.00 10.00
tblLandUse BuildingSpaceSquareFeet 34,520.00 34,523.00
tblLandUse LandUseSquareFeet 34,520.00 34,523.00
tblLandUse LotAcreage 0.79 1.12
tblProjectCharacteristics OperationalYear 2018 2020
tblTripsAndVMT HaulingTripNumber 0.00 6.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 2 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2017 3.2042 26.8169 16.4723 0.0290 5.8995 1.6489 6.9464 2.9803 1.5415 3.9435 0.0000 2,753.396
8
2,753.396
8
0.6186 0.0000 2,765.100
1
2018 28.2313 19.0014 15.7476 0.0288 0.4121 1.0714 1.4835 0.1110 1.0343 1.1453 0.0000 2,728.865
9
2,728.865
9
0.4443 0.0000 2,739.973
0
Maximum 28.2313 26.8169 16.4723 0.0290 5.8995 1.6489 6.9464 2.9803 1.5415 3.9435 0.0000 2,753.396
8
2,753.396
8
0.6186 0.0000 2,765.100
1
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2017 3.2042 26.8169 16.4723 0.0290 2.7097 1.6489 3.7566 1.3558 1.5415 2.3190 0.0000 2,753.396
8
2,753.396
8
0.6186 0.0000 2,765.100
1
2018 28.2313 19.0014 15.7476 0.0288 0.4121 1.0714 1.4835 0.1110 1.0343 1.1453 0.0000 2,728.865
9
2,728.865
9
0.4443 0.0000 2,739.973
0
Maximum 28.2313 26.8169 16.4723 0.0290 2.7097 1.6489 3.7566 1.3558 1.5415 2.3190 0.0000 2,753.396
8
2,753.396
8
0.6186 0.0000 2,765.100
1
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 50.54 0.00 37.84 52.55 0.00 31.92 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 3 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Energy 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Mobile 2.2274 9.9269 24.6059 0.0744 5.5388 0.0840 5.6228 1.4820 0.0790 1.5610 7,551.696
5
7,551.696
5
0.4162 7,562.100
2
Total 3.0925 10.1354 24.7883 0.0756 5.5388 0.0999 5.6387 1.4820 0.0949 1.5769 7,801.797
5
7,801.797
5
0.4210 4.5800e-
003
7,813.688
5
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Energy 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Mobile 2.2274 9.9269 24.6059 0.0744 5.5388 0.0840 5.6228 1.4820 0.0790 1.5610 7,551.696
5
7,551.696
5
0.4162 7,562.100
2
Total 3.0925 10.1354 24.7883 0.0756 5.5388 0.0999 5.6387 1.4820 0.0949 1.5769 7,801.797
5
7,801.797
5
0.4210 4.5800e-
003
7,813.688
5
Mitigated Operational
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 4 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 10/10/2017 11/6/2017 5 20
2 Site Preparation Site Preparation 11/7/2017 11/20/2017 5 10
3 Grading Grading 11/21/2017 12/18/2017 5 20
4 Building Construction Building Construction 12/19/2017 3/15/2018 5 63
5 Paving Paving 3/16/2018 4/12/2018 5 20
6 Architectural Coating Architectural Coating 4/13/2018 5/10/2018 5 20
OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 88,740; Non-Residential Outdoor: 29,580; Striped Parking Area: 2,071
(Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 5
Acres of Grading (Grading Phase): 7.5
Acres of Paving: 1.12
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 5 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Rubber Tired Dozers 1 8.00 247 0.40
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
Site Preparation Graders 1 8.00 187 0.41
Site Preparation Rubber Tired Dozers 1 7.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 6.00 187 0.41
Grading Rubber Tired Dozers 1 6.00 247 0.40
Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37
Building Construction Cranes 1 6.00 231 0.29
Building Construction Forklifts 1 6.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 6.00 9 0.56
Paving Pavers 1 6.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 1 7.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 6 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Total 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Site Preparation 3 8.00 0.00 6.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 7 30.00 12.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 6.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 7 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0781 0.0575 0.7387 1.6400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 162.9783 162.9783 6.1500e-
003
163.1321
Total 0.0781 0.0575 0.7387 1.6400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 162.9783 162.9783 6.1500e-
003
163.1321
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 0.0000 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Total 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 0.0000 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 8 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0781 0.0575 0.7387 1.6400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 162.9783 162.9783 6.1500e-
003
163.1321
Total 0.0781 0.0575 0.7387 1.6400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 162.9783 162.9783 6.1500e-
003
163.1321
Mitigated Construction Off-Site
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 5.7996 0.0000 5.7996 2.9537 0.0000 2.9537 0.0000 0.0000
Off-Road 1.9297 22.2106 8.4016 0.0172 1.0451 1.0451 0.9615 0.9615 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Total 1.9297 22.2106 8.4016 0.0172 5.7996 1.0451 6.8446 2.9537 0.9615 3.9152 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 9 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 6.2600e-
003
0.2039 0.0391 4.8000e-
004
0.0105 1.1100e-
003
0.0116 2.8700e-
003
1.0600e-
003
3.9300e-
003
52.1045 52.1045 3.8000e-
003
52.1994
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0480 0.0354 0.4546 1.0100e-
003
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 100.2943 100.2943 3.7900e-
003
100.3890
Total 0.0543 0.2393 0.4937 1.4900e-
003
0.0999 1.8500e-
003
0.1018 0.0266 1.7400e-
003
0.0283 152.3988 152.3988 7.5900e-
003
152.5884
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 2.6098 0.0000 2.6098 1.3292 0.0000 1.3292 0.0000 0.0000
Off-Road 1.9297 22.2106 8.4016 0.0172 1.0451 1.0451 0.9615 0.9615 0.0000 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Total 1.9297 22.2106 8.4016 0.0172 2.6098 1.0451 3.6549 1.3292 0.9615 2.2906 0.0000 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 10 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 6.2600e-
003
0.2039 0.0391 4.8000e-
004
0.0105 1.1100e-
003
0.0116 2.8700e-
003
1.0600e-
003
3.9300e-
003
52.1045 52.1045 3.8000e-
003
52.1994
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0480 0.0354 0.4546 1.0100e-
003
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 100.2943 100.2943 3.7900e-
003
100.3890
Total 0.0543 0.2393 0.4937 1.4900e-
003
0.0999 1.8500e-
003
0.1018 0.0266 1.7400e-
003
0.0283 152.3988 152.3988 7.5900e-
003
152.5884
Mitigated Construction Off-Site
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 4.9143 0.0000 4.9143 2.5256 0.0000 2.5256 0.0000 0.0000
Off-Road 1.6023 18.2915 7.0342 0.0141 0.8738 0.8738 0.8039 0.8039 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Total 1.6023 18.2915 7.0342 0.0141 4.9143 0.8738 5.7880 2.5256 0.8039 3.3295 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 11 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0480 0.0354 0.4546 1.0100e-
003
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 100.2943 100.2943 3.7900e-
003
100.3890
Total 0.0480 0.0354 0.4546 1.0100e-
003
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 100.2943 100.2943 3.7900e-
003
100.3890
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 2.2114 0.0000 2.2114 1.1365 0.0000 1.1365 0.0000 0.0000
Off-Road 1.6023 18.2915 7.0342 0.0141 0.8738 0.8738 0.8039 0.8039 0.0000 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Total 1.6023 18.2915 7.0342 0.0141 2.2114 0.8738 3.0852 1.1365 0.8039 1.9404 0.0000 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 12 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0480 0.0354 0.4546 1.0100e-
003
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 100.2943 100.2943 3.7900e-
003
100.3890
Total 0.0480 0.0354 0.4546 1.0100e-
003
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 100.2943 100.2943 3.7900e-
003
100.3890
Mitigated Construction Off-Site
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Total 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 13 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0587 1.5528 0.4108 3.1300e-
003
0.0768 0.0135 0.0902 0.0221 0.0129 0.0350 333.4290 333.4290 0.0242 334.0330
Worker 0.1801 0.1326 1.7047 3.7800e-
003
0.3353 2.7800e-
003
0.3381 0.0889 2.5700e-
003
0.0915 376.1037 376.1037 0.0142 376.4587
Total 0.2389 1.6854 2.1155 6.9100e-
003
0.4121 0.0162 0.4284 0.1110 0.0154 0.1265 709.5327 709.5327 0.0384 710.4917
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 0.0000 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Total 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 0.0000 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 14 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0587 1.5528 0.4108 3.1300e-
003
0.0768 0.0135 0.0902 0.0221 0.0129 0.0350 333.4290 333.4290 0.0242 334.0330
Worker 0.1801 0.1326 1.7047 3.7800e-
003
0.3353 2.7800e-
003
0.3381 0.0889 2.5700e-
003
0.0915 376.1037 376.1037 0.0142 376.4587
Total 0.2389 1.6854 2.1155 6.9100e-
003
0.4121 0.0162 0.4284 0.1110 0.0154 0.1265 709.5327 709.5327 0.0384 710.4917
Mitigated Construction Off-Site
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Total 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 15 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0516 1.4579 0.3701 3.1200e-
003
0.0768 0.0107 0.0874 0.0221 0.0102 0.0323 332.4110 332.4110 0.0230 332.9850
Worker 0.1603 0.1156 1.5009 3.6700e-
003
0.3353 2.6900e-
003
0.3380 0.0889 2.4800e-
003
0.0914 365.6160 365.6160 0.0125 365.9284
Total 0.2119 1.5735 1.8710 6.7900e-
003
0.4121 0.0134 0.4255 0.1110 0.0127 0.1237 698.0271 698.0271 0.0355 698.9135
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 0.0000 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Total 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 0.0000 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 16 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0516 1.4579 0.3701 3.1200e-
003
0.0768 0.0107 0.0874 0.0221 0.0102 0.0323 332.4110 332.4110 0.0230 332.9850
Worker 0.1603 0.1156 1.5009 3.6700e-
003
0.3353 2.6900e-
003
0.3380 0.0889 2.4800e-
003
0.0914 365.6160 365.6160 0.0125 365.9284
Total 0.2119 1.5735 1.8710 6.7900e-
003
0.4121 0.0134 0.4255 0.1110 0.0127 0.1237 698.0271 698.0271 0.0355 698.9135
Mitigated Construction Off-Site
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0182 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Paving 0.1467 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.1650 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 17 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0695 0.0501 0.6504 1.5900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 158.4336 158.4336 5.4100e-
003
158.5690
Total 0.0695 0.0501 0.6504 1.5900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 158.4336 158.4336 5.4100e-
003
158.5690
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0182 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 0.0000 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Paving 0.1467 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.1650 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 0.0000 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 18 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0695 0.0501 0.6504 1.5900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 158.4336 158.4336 5.4100e-
003
158.5690
Total 0.0695 0.0501 0.6504 1.5900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 158.4336 158.4336 5.4100e-
003
158.5690
Mitigated Construction Off-Site
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 27.9006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Total 28.1992 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 19 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0321 0.0231 0.3002 7.3000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 73.1232 73.1232 2.5000e-
003
73.1857
Total 0.0321 0.0231 0.3002 7.3000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 73.1232 73.1232 2.5000e-
003
73.1857
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 27.9006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Total 28.1992 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 20 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0321 0.0231 0.3002 7.3000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 73.1232 73.1232 2.5000e-
003
73.1857
Total 0.0321 0.0231 0.3002 7.3000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 73.1232 73.1232 2.5000e-
003
73.1857
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 21 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 2.2274 9.9269 24.6059 0.0744 5.5388 0.0840 5.6228 1.4820 0.0790 1.5610 7,551.696
5
7,551.696
5
0.4162 7,562.100
2
Unmitigated 2.2274 9.9269 24.6059 0.0744 5.5388 0.0840 5.6228 1.4820 0.0790 1.5610 7,551.696
5
7,551.696
5
0.4162 7,562.100
2
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Health Club 1,218.41 772.19 989.01 2,399,472 2,399,472
Parking Lot 0.00 0.00 0.00
Total 1,218.41 772.19 989.01 2,399,472 2,399,472
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Health Club 16.60 8.40 6.90 16.90 64.10 19.00 52 39 9
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Parking Lot 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
Health Club 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 22 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
NaturalGas
Unmitigated
0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 23 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Health Club 2125.73 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Health Club 2.12573 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 24 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Unmitigated 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.7448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 6.9000e-
004
7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Total 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Unmitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 25 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.7448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 6.9000e-
004
7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Total 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 26 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
11.0 Vegetation
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:57 AMPage 27 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Summer
Project Characteristics - PTG - Construction presumed to begin late 2017.
Land Use - PTG - Model run updated to reflect a total of 85,600 square feet of disturbance from asphalt being removed, 34,523 square feet of new asphalt
being laid over disturbed area, and the construction of the 37,000 square foot health club.
Construction Phase - PTG - Model updated to reflect an approximately six month construction timeline for the activites including ground disturbance.
Trips and VMT - PTG - Updated to capture any offhaul of debris that may be need to be taken from the site.
Architectural Coating - PTG - Model updated to reflect interior and exterior areas that will be painted as a result of the project.
Energy Use -
Construction Off-road Equipment Mitigation - PTG - Model updated to reflect compliance with SCAQMD Rule 403, and that the project would water exposed
areas two times per day.
Grading -
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 34.52 1000sqft 1.12 34,523.00 0
Health Club 37.00 1000sqft 0.85 37,000.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2020Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
LA Fitness - Health Club at Rossmoor
South Coast Air Basin, Winter
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 1 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblArchitecturalCoating ConstArea_Nonresidential_Exterior 18,500.00 29,580.00
tblArchitecturalCoating ConstArea_Nonresidential_Interior 55,500.00 88,740.00
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 40 0
tblConstructionPhase NumDays 10.00 20.00
tblConstructionPhase NumDays 200.00 63.00
tblConstructionPhase NumDays 4.00 20.00
tblConstructionPhase NumDays 10.00 20.00
tblConstructionPhase NumDays 2.00 10.00
tblLandUse BuildingSpaceSquareFeet 34,520.00 34,523.00
tblLandUse LandUseSquareFeet 34,520.00 34,523.00
tblLandUse LotAcreage 0.79 1.12
tblProjectCharacteristics OperationalYear 2018 2020
tblTripsAndVMT HaulingTripNumber 0.00 6.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 2 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2017 3.2238 26.8226 16.3698 0.0286 5.8995 1.6489 6.9464 2.9803 1.5415 3.9435 0.0000 2,721.536
3
2,721.536
3
0.6183 0.0000 2,733.260
8
2018 28.2344 19.0160 15.6530 0.0285 0.4121 1.0715 1.4837 0.1110 1.0344 1.1455 0.0000 2,697.384
2
2,697.384
2
0.4451 0.0000 2,708.512
4
Maximum 28.2344 26.8226 16.3698 0.0286 5.8995 1.6489 6.9464 2.9803 1.5415 3.9435 0.0000 2,721.536
3
2,721.536
3
0.6183 0.0000 2,733.260
8
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2017 3.2238 26.8226 16.3698 0.0286 2.7097 1.6489 3.7566 1.3558 1.5415 2.3190 0.0000 2,721.536
3
2,721.536
3
0.6183 0.0000 2,733.260
8
2018 28.2344 19.0160 15.6530 0.0285 0.4121 1.0715 1.4837 0.1110 1.0344 1.1455 0.0000 2,697.384
2
2,697.384
2
0.4451 0.0000 2,708.512
4
Maximum 28.2344 26.8226 16.3698 0.0286 2.7097 1.6489 3.7566 1.3558 1.5415 2.3190 0.0000 2,721.536
3
2,721.536
3
0.6183 0.0000 2,733.260
8
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 50.54 0.00 37.84 52.55 0.00 31.92 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 3 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Energy 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Mobile 2.1464 10.1047 23.7119 0.0704 5.5388 0.0849 5.6237 1.4820 0.0799 1.5618 7,155.118
5
7,155.118
5
0.4191 7,165.596
7
Total 3.0114 10.3131 23.8943 0.0717 5.5388 0.1008 5.6396 1.4820 0.0957 1.5777 7,405.219
5
7,405.219
5
0.4240 4.5800e-
003
7,417.185
0
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Energy 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Mobile 2.1464 10.1047 23.7119 0.0704 5.5388 0.0849 5.6237 1.4820 0.0799 1.5618 7,155.118
5
7,155.118
5
0.4191 7,165.596
7
Total 3.0114 10.3131 23.8943 0.0717 5.5388 0.1008 5.6396 1.4820 0.0957 1.5777 7,405.219
5
7,405.219
5
0.4240 4.5800e-
003
7,417.185
0
Mitigated Operational
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 4 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 10/10/2017 11/6/2017 5 20
2 Site Preparation Site Preparation 11/7/2017 11/20/2017 5 10
3 Grading Grading 11/21/2017 12/18/2017 5 20
4 Building Construction Building Construction 12/19/2017 3/15/2018 5 63
5 Paving Paving 3/16/2018 4/12/2018 5 20
6 Architectural Coating Architectural Coating 4/13/2018 5/10/2018 5 20
OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 88,740; Non-Residential Outdoor: 29,580; Striped Parking Area: 2,071
(Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 5
Acres of Grading (Grading Phase): 7.5
Acres of Paving: 1.12
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 5 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Rubber Tired Dozers 1 8.00 247 0.40
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
Site Preparation Graders 1 8.00 187 0.41
Site Preparation Rubber Tired Dozers 1 7.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 6.00 187 0.41
Grading Rubber Tired Dozers 1 6.00 247 0.40
Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37
Building Construction Cranes 1 6.00 231 0.29
Building Construction Forklifts 1 6.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 6.00 9 0.56
Paving Pavers 1 6.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 1 7.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 6 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Total 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Site Preparation 3 8.00 0.00 6.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 7 30.00 12.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 6.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 7 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0855 0.0632 0.6764 1.5400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 152.9111 152.9111 5.8000e-
003
153.0562
Total 0.0855 0.0632 0.6764 1.5400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 152.9111 152.9111 5.8000e-
003
153.0562
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 0.0000 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Total 2.7625 26.7594 15.5573 0.0241 1.6477 1.6477 1.5404 1.5404 0.0000 2,421.422
9
2,421.422
9
0.6125 2,436.734
7
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 8 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.2 Demolition - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0855 0.0632 0.6764 1.5400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 152.9111 152.9111 5.8000e-
003
153.0562
Total 0.0855 0.0632 0.6764 1.5400e-
003
0.1453 1.2100e-
003
0.1465 0.0385 1.1100e-
003
0.0397 152.9111 152.9111 5.8000e-
003
153.0562
Mitigated Construction Off-Site
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 5.7996 0.0000 5.7996 2.9537 0.0000 2.9537 0.0000 0.0000
Off-Road 1.9297 22.2106 8.4016 0.0172 1.0451 1.0451 0.9615 0.9615 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Total 1.9297 22.2106 8.4016 0.0172 5.7996 1.0451 6.8446 2.9537 0.9615 3.9152 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 9 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 6.4200e-
003
0.2070 0.0421 4.7000e-
004
0.0105 1.1300e-
003
0.0116 2.8700e-
003
1.0800e-
003
3.9500e-
003
51.2674 51.2674 3.9600e-
003
51.3662
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0526 0.0389 0.4163 9.5000e-
004
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 94.0992 94.0992 3.5700e-
003
94.1884
Total 0.0591 0.2459 0.4584 1.4200e-
003
0.0999 1.8700e-
003
0.1018 0.0266 1.7600e-
003
0.0284 145.3665 145.3665 7.5300e-
003
145.5547
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 2.6098 0.0000 2.6098 1.3292 0.0000 1.3292 0.0000 0.0000
Off-Road 1.9297 22.2106 8.4016 0.0172 1.0451 1.0451 0.9615 0.9615 0.0000 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Total 1.9297 22.2106 8.4016 0.0172 2.6098 1.0451 3.6549 1.3292 0.9615 2.2906 0.0000 1,764.238
1
1,764.238
1
0.5406 1,777.752
1
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 10 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.3 Site Preparation - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 6.4200e-
003
0.2070 0.0421 4.7000e-
004
0.0105 1.1300e-
003
0.0116 2.8700e-
003
1.0800e-
003
3.9500e-
003
51.2674 51.2674 3.9600e-
003
51.3662
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0526 0.0389 0.4163 9.5000e-
004
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 94.0992 94.0992 3.5700e-
003
94.1884
Total 0.0591 0.2459 0.4584 1.4200e-
003
0.0999 1.8700e-
003
0.1018 0.0266 1.7600e-
003
0.0284 145.3665 145.3665 7.5300e-
003
145.5547
Mitigated Construction Off-Site
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 4.9143 0.0000 4.9143 2.5256 0.0000 2.5256 0.0000 0.0000
Off-Road 1.6023 18.2915 7.0342 0.0141 0.8738 0.8738 0.8039 0.8039 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Total 1.6023 18.2915 7.0342 0.0141 4.9143 0.8738 5.7880 2.5256 0.8039 3.3295 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 11 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0526 0.0389 0.4163 9.5000e-
004
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 94.0992 94.0992 3.5700e-
003
94.1884
Total 0.0526 0.0389 0.4163 9.5000e-
004
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 94.0992 94.0992 3.5700e-
003
94.1884
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 2.2114 0.0000 2.2114 1.1365 0.0000 1.1365 0.0000 0.0000
Off-Road 1.6023 18.2915 7.0342 0.0141 0.8738 0.8738 0.8039 0.8039 0.0000 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Total 1.6023 18.2915 7.0342 0.0141 2.2114 0.8738 3.0852 1.1365 0.8039 1.9404 0.0000 1,444.895
8
1,444.895
8
0.4427 1,455.963
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 12 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.4 Grading - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0526 0.0389 0.4163 9.5000e-
004
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 94.0992 94.0992 3.5700e-
003
94.1884
Total 0.0526 0.0389 0.4163 9.5000e-
004
0.0894 7.4000e-
004
0.0902 0.0237 6.8000e-
004
0.0244 94.0992 94.0992 3.5700e-
003
94.1884
Mitigated Construction Off-Site
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Total 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 13 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0611 1.5581 0.4520 3.0500e-
003
0.0768 0.0137 0.0904 0.0221 0.0131 0.0352 324.8003 324.8003 0.0258 325.4457
Worker 0.1974 0.1458 1.5610 3.5500e-
003
0.3353 2.7800e-
003
0.3381 0.0889 2.5700e-
003
0.0915 352.8719 352.8719 0.0134 353.2066
Total 0.2585 1.7039 2.0130 6.6000e-
003
0.4121 0.0164 0.4286 0.1110 0.0156 0.1267 677.6722 677.6722 0.0392 678.6523
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 0.0000 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Total 2.9653 19.2365 14.3568 0.0220 1.2313 1.2313 1.1875 1.1875 0.0000 2,043.864
1
2,043.864
1
0.4298 2,054.608
5
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 14 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.5 Building Construction - 2017
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0611 1.5581 0.4520 3.0500e-
003
0.0768 0.0137 0.0904 0.0221 0.0131 0.0352 324.8003 324.8003 0.0258 325.4457
Worker 0.1974 0.1458 1.5610 3.5500e-
003
0.3353 2.7800e-
003
0.3381 0.0889 2.5700e-
003
0.0915 352.8719 352.8719 0.0134 353.2066
Total 0.2585 1.7039 2.0130 6.6000e-
003
0.4121 0.0164 0.4286 0.1110 0.0156 0.1267 677.6722 677.6722 0.0392 678.6523
Mitigated Construction Off-Site
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Total 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 15 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0538 1.4610 0.4087 3.0300e-
003
0.0768 0.0108 0.0876 0.0221 0.0104 0.0325 323.5696 323.5696 0.0246 324.1834
Worker 0.1758 0.1270 1.3677 3.4500e-
003
0.3353 2.6900e-
003
0.3380 0.0889 2.4800e-
003
0.0914 342.9758 342.9758 0.0118 343.2694
Total 0.2296 1.5880 1.7764 6.4800e-
003
0.4121 0.0135 0.4256 0.1110 0.0128 0.1239 666.5453 666.5453 0.0363 667.4528
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 0.0000 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Total 2.5919 17.4280 13.8766 0.0220 1.0580 1.0580 1.0216 1.0216 0.0000 2,030.838
9
2,030.838
9
0.4088 2,041.059
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 16 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.5 Building Construction - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0538 1.4610 0.4087 3.0300e-
003
0.0768 0.0108 0.0876 0.0221 0.0104 0.0325 323.5696 323.5696 0.0246 324.1834
Worker 0.1758 0.1270 1.3677 3.4500e-
003
0.3353 2.6900e-
003
0.3380 0.0889 2.4800e-
003
0.0914 342.9758 342.9758 0.0118 343.2694
Total 0.2296 1.5880 1.7764 6.4800e-
003
0.4121 0.0135 0.4256 0.1110 0.0128 0.1239 666.5453 666.5453 0.0363 667.4528
Mitigated Construction Off-Site
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0182 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Paving 0.1467 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.1650 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 17 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0762 0.0550 0.5927 1.4900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 148.6228 148.6228 5.0900e-
003
148.7501
Total 0.0762 0.0550 0.5927 1.4900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 148.6228 148.6228 5.0900e-
003
148.7501
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0182 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 0.0000 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Paving 0.1467 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.1650 10.4525 8.9926 0.0135 0.6097 0.6097 0.5618 0.5618 0.0000 1,346.436
0
1,346.436
0
0.4113 1,356.718
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 18 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.6 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0762 0.0550 0.5927 1.4900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 148.6228 148.6228 5.0900e-
003
148.7501
Total 0.0762 0.0550 0.5927 1.4900e-
003
0.1453 1.1700e-
003
0.1465 0.0385 1.0700e-
003
0.0396 148.6228 148.6228 5.0900e-
003
148.7501
Mitigated Construction Off-Site
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 27.9006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Total 28.1992 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 19 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0352 0.0254 0.2736 6.9000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 68.5952 68.5952 2.3500e-
003
68.6539
Total 0.0352 0.0254 0.2736 6.9000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 68.5952 68.5952 2.3500e-
003
68.6539
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 27.9006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Total 28.1992 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 20 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0352 0.0254 0.2736 6.9000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 68.5952 68.5952 2.3500e-
003
68.6539
Total 0.0352 0.0254 0.2736 6.9000e-
004
0.0671 5.4000e-
004
0.0676 0.0178 5.0000e-
004
0.0183 68.5952 68.5952 2.3500e-
003
68.6539
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 21 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 2.1464 10.1047 23.7119 0.0704 5.5388 0.0849 5.6237 1.4820 0.0799 1.5618 7,155.118
5
7,155.118
5
0.4191 7,165.596
7
Unmitigated 2.1464 10.1047 23.7119 0.0704 5.5388 0.0849 5.6237 1.4820 0.0799 1.5618 7,155.118
5
7,155.118
5
0.4191 7,165.596
7
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Health Club 1,218.41 772.19 989.01 2,399,472 2,399,472
Parking Lot 0.00 0.00 0.00
Total 1,218.41 772.19 989.01 2,399,472 2,399,472
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Health Club 16.60 8.40 6.90 16.90 64.10 19.00 52 39 9
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Parking Lot 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
Health Club 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 22 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
NaturalGas
Unmitigated
0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 23 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Health Club 2125.73 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Health Club 2.12573 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0229 0.2084 0.1751 1.2500e-
003
0.0158 0.0158 0.0158 0.0158 250.0854 250.0854 4.7900e-
003
4.5800e-
003
251.5716
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 24 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Unmitigated 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.7448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 6.9000e-
004
7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Total 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Unmitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 25 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.7448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 6.9000e-
004
7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Total 0.8421 7.0000e-
005
7.3500e-
003
0.0000 3.0000e-
005
3.0000e-
005
3.0000e-
005
3.0000e-
005
0.0157 0.0157 4.0000e-
005
0.0167
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 26 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
11.0 Vegetation
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 11:38 AMPage 27 of 27
LA Fitness - Health Club at Rossmoor - South Coast Air Basin, Winter
Project Characteristics - PTG - Model run for the slurry fill and the asphalt overlay, which do not required ground distrubance.
Land Use -
Construction Phase - PTG - Model udpated to reflect paving activities and architectural coating during the same time frame as they would during construction of
the health club and area's that would require asphalt being replaced.
Off-road Equipment -
Construction Off-road Equipment Mitigation - PTG - model updated to reflect compliance with SCAQMD 403, and that the project would water exposed areas
two times per day.
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 21.12 1000sqft 0.48 21,117.00 0
Other Non-Asphalt Surfaces 119.06 1000sqft 2.73 119,065.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2020Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
LA Fitness - Health Club at Rossmoor (Slurry and restriping)
South Coast Air Basin, Annual
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 1 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblArchitecturalCoating EF_Parking 100.00 0.00
tblAreaCoating Area_EF_Parking 100 0
tblAreaMitigation UseLowVOCPaintNonresidentialExteriorV
alue
100 0
tblAreaMitigation UseLowVOCPaintNonresidentialInteriorV
alue
100 0
tblAreaMitigation UseLowVOCPaintResidentialExteriorValu
e
50 0
tblAreaMitigation UseLowVOCPaintResidentialInteriorValu
e
50 0
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 40 0
tblConstructionPhase NumDays 18.00 20.00
tblConstructionPhase NumDays 18.00 20.00
tblConstructionPhase PhaseEndDate 11/30/2018 5/10/2018
tblConstructionPhase PhaseEndDate 11/6/2018 4/12/2018
tblConstructionPhase PhaseStartDate 11/7/2018 4/13/2018
tblConstructionPhase PhaseStartDate 10/12/2018 3/16/2018
tblLandUse BuildingSpaceSquareFeet 21,120.00 21,117.00
tblLandUse BuildingSpaceSquareFeet 119,060.00 119,065.00
tblLandUse LandUseSquareFeet 21,120.00 21,117.00
tblLandUse LandUseSquareFeet 119,060.00 119,065.00
tblProjectCharacteristics OperationalYear 2018 2020
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 2 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2018 0.0196 0.1666 0.1578 2.6000e-
004
3.5100e-
003
9.9000e-
003
0.0134 9.3000e-
004
9.2500e-
003
0.0102 0.0000 22.9119 22.9119 5.5000e-
003
0.0000 23.0495
Maximum 0.0196 0.1666 0.1578 2.6000e-
004
3.5100e-
003
9.9000e-
003
0.0134 9.3000e-
004
9.2500e-
003
0.0102 0.0000 22.9119 22.9119 5.5000e-
003
0.0000 23.0495
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2018 0.0196 0.1666 0.1578 2.6000e-
004
3.5100e-
003
9.9000e-
003
0.0134 9.3000e-
004
9.2500e-
003
0.0102 0.0000 22.9119 22.9119 5.5000e-
003
0.0000 23.0495
Maximum 0.0196 0.1666 0.1578 2.6000e-
004
3.5100e-
003
9.9000e-
003
0.0134 9.3000e-
004
9.2500e-
003
0.0102 0.0000 22.9119 22.9119 5.5000e-
003
0.0000 23.0495
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 3 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.9209 5.9209 2.4000e-
004
5.0000e-
005
5.9421
Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 0.0000 1.0000e-
005
1.0000e-
005
0.0000 1.0000e-
005
1.0000e-
005
0.0000 5.9244 5.9244 2.5000e-
004
5.0000e-
005
5.9458
Unmitigated Operational
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter)
2 1-10-2018 4-9-2018 0.1446 0.1446
3 4-10-2018 7-9-2018 0.0415 0.0415
Highest 0.1446 0.1446
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 4 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 5.9209 5.9209 2.4000e-
004
5.0000e-
005
5.9421
Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Waste 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Water 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 0.0000 1.0000e-
005
1.0000e-
005
0.0000 1.0000e-
005
1.0000e-
005
0.0000 5.9244 5.9244 2.5000e-
004
5.0000e-
005
5.9458
Mitigated Operational
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Paving Paving 3/16/2018 4/12/2018 5 20
2 Architectural Coating Architectural Coating 4/13/2018 5/10/2018 5 20
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 5 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
3.1 Mitigation Measures Construction
Water Exposed Area
Clean Paved Roads
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Paving Paving Equipment 2 6.00 132 0.36
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Architectural Coating 1 12.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 8,411
(Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 3.21
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 6 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0142 0.1452 0.1243 1.9000e-
004
8.3700e-
003
8.3700e-
003
7.7200e-
003
7.7200e-
003
0.0000 16.9875 16.9875 5.1500e-
003
0.0000 17.1161
Paving 6.3000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0149 0.1452 0.1243 1.9000e-
004
8.3700e-
003
8.3700e-
003
7.7200e-
003
7.7200e-
003
0.0000 16.9875 16.9875 5.1500e-
003
0.0000 17.1161
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 1.0600e-
003
8.7000e-
004
9.3500e-
003
2.0000e-
005
2.1900e-
003
2.0000e-
005
2.2100e-
003
5.8000e-
004
2.0000e-
005
6.0000e-
004
0.0000 2.1070 2.1070 7.0000e-
005
0.0000 2.1088
Total 1.0600e-
003
8.7000e-
004
9.3500e-
003
2.0000e-
005
2.1900e-
003
2.0000e-
005
2.2100e-
003
5.8000e-
004
2.0000e-
005
6.0000e-
004
0.0000 2.1070 2.1070 7.0000e-
005
0.0000 2.1088
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 7 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0142 0.1452 0.1243 1.9000e-
004
8.3700e-
003
8.3700e-
003
7.7200e-
003
7.7200e-
003
0.0000 16.9875 16.9875 5.1500e-
003
0.0000 17.1161
Paving 6.3000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0149 0.1452 0.1243 1.9000e-
004
8.3700e-
003
8.3700e-
003
7.7200e-
003
7.7200e-
003
0.0000 16.9875 16.9875 5.1500e-
003
0.0000 17.1161
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 1.0600e-
003
8.7000e-
004
9.3500e-
003
2.0000e-
005
2.1900e-
003
2.0000e-
005
2.2100e-
003
5.8000e-
004
2.0000e-
005
6.0000e-
004
0.0000 2.1070 2.1070 7.0000e-
005
0.0000 2.1088
Total 1.0600e-
003
8.7000e-
004
9.3500e-
003
2.0000e-
005
2.1900e-
003
2.0000e-
005
2.2100e-
003
5.8000e-
004
2.0000e-
005
6.0000e-
004
0.0000 2.1070 2.1070 7.0000e-
005
0.0000 2.1088
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 8 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.9900e-
003
0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Total 2.9900e-
003
0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 6.4000e-
004
5.2000e-
004
5.6100e-
003
1.0000e-
005
1.3200e-
003
1.0000e-
005
1.3300e-
003
3.5000e-
004
1.0000e-
005
3.6000e-
004
0.0000 1.2642 1.2642 4.0000e-
005
0.0000 1.2653
Total 6.4000e-
004
5.2000e-
004
5.6100e-
003
1.0000e-
005
1.3200e-
003
1.0000e-
005
1.3300e-
003
3.5000e-
004
1.0000e-
005
3.6000e-
004
0.0000 1.2642 1.2642 4.0000e-
005
0.0000 1.2653
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 9 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
4.0 Operational Detail - Mobile
3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.9900e-
003
0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Total 2.9900e-
003
0.0201 0.0185 3.0000e-
005
1.5100e-
003
1.5100e-
003
1.5100e-
003
1.5100e-
003
0.0000 2.5533 2.5533 2.4000e-
004
0.0000 2.5593
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 6.4000e-
004
5.2000e-
004
5.6100e-
003
1.0000e-
005
1.3200e-
003
1.0000e-
005
1.3300e-
003
3.5000e-
004
1.0000e-
005
3.6000e-
004
0.0000 1.2642 1.2642 4.0000e-
005
0.0000 1.2653
Total 6.4000e-
004
5.2000e-
004
5.6100e-
003
1.0000e-
005
1.3200e-
003
1.0000e-
005
1.3300e-
003
3.5000e-
004
1.0000e-
005
3.6000e-
004
0.0000 1.2642 1.2642 4.0000e-
005
0.0000 1.2653
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 10 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 11 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 5.9209 5.9209 2.4000e-
004
5.0000e-
005
5.9421
Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 5.9209 5.9209 2.4000e-
004
5.0000e-
005
5.9421
NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.1 Mitigation Measures Energy
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Parking Lot 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
Other Non-Asphalt Surfaces 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 12 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 13 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Parking Lot 18583 5.9209 2.4000e-
004
5.0000e-
005
5.9421
Total 5.9209 2.4000e-
004
5.0000e-
005
5.9421
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Parking Lot 18583 5.9209 2.4000e-
004
5.0000e-
005
5.9421
Total 5.9209 2.4000e-
004
5.0000e-
005
5.9421
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 14 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
Unmitigated 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
9.0600e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.7000e-
004
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
Total 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
Unmitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 15 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
9.0600e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.7000e-
004
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
Total 9.2300e-
003
2.0000e-
005
1.8000e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000 3.4800e-
003
3.4800e-
003
1.0000e-
005
0.0000 3.7100e-
003
Mitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 16 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Other Non-
Asphalt Surfaces
0 / 0 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 17 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
8.1 Mitigation Measures Waste
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Other Non-
Asphalt Surfaces
0 / 0 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
8.0 Waste Detail
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000
Category/Year
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 18 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 19 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
11.0 Vegetation
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:30 PMPage 20 of 20
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Annual
Project Characteristics - PTG - Model run for the slurry fill and the asphalt overlay, which do not required ground distrubance.
Land Use -
Construction Phase - PTG - Model udpated to reflect paving activities and architectural coating during the same time frame as they would during construction of
the health club and area's that would require asphalt being replaced.
Off-road Equipment -
Construction Off-road Equipment Mitigation - PTG - model updated to reflect compliance with SCAQMD 403, and that the project would water exposed areas
two times per day.
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 21.12 1000sqft 0.48 21,117.00 0
Other Non-Asphalt Surfaces 119.06 1000sqft 2.73 119,065.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2020Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
LA Fitness - Health Club at Rossmoor (Slurry and restriping)
South Coast Air Basin, Summer
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 1 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Summer
2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblArchitecturalCoating EF_Parking 100.00 0.00
tblAreaCoating Area_EF_Parking 100 0
tblAreaMitigation UseLowVOCPaintNonresidentialExteriorV
alue
100 0
tblAreaMitigation UseLowVOCPaintNonresidentialInteriorV
alue
100 0
tblAreaMitigation UseLowVOCPaintResidentialExteriorValu
e
50 0
tblAreaMitigation UseLowVOCPaintResidentialInteriorValu
e
50 0
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 40 0
tblConstructionPhase NumDays 18.00 20.00
tblConstructionPhase NumDays 18.00 20.00
tblConstructionPhase PhaseEndDate 11/30/2018 5/10/2018
tblConstructionPhase PhaseEndDate 11/6/2018 4/12/2018
tblConstructionPhase PhaseStartDate 11/7/2018 4/13/2018
tblConstructionPhase PhaseStartDate 10/12/2018 3/16/2018
tblLandUse BuildingSpaceSquareFeet 21,120.00 21,117.00
tblLandUse BuildingSpaceSquareFeet 119,060.00 119,065.00
tblLandUse LandUseSquareFeet 21,120.00 21,117.00
tblLandUse LandUseSquareFeet 119,060.00 119,065.00
tblProjectCharacteristics OperationalYear 2018 2020
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 2 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Summer
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2018 1.5937 14.5955 13.4339 0.0214 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,116.294
6
2,116.294
6
0.5756 0.0000 2,130.683
5
Maximum 1.5937 14.5955 13.4339 0.0214 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,116.294
6
2,116.294
6
0.5756 0.0000 2,130.683
5
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2018 1.5937 14.5955 13.4339 0.0214 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,116.294
6
2,116.294
6
0.5756 0.0000 2,130.683
5
Maximum 1.5937 14.5955 13.4339 0.0214 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,116.294
6
2,116.294
6
0.5756 0.0000 2,130.683
5
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 3 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Summer
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0510 1.3000e-
004
0.0144 0.0000 0.0000 5.0000e-
005
5.0000e-
005
0.0000 5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0000 0.0327
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0510 1.3000e-
004
0.0144 0.0000 0.0000 5.0000e-
005
5.0000e-
005
0.0000 5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0000 0.0327
Mitigated Operational
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 4 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Summer
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Paving Paving 3/16/2018 4/12/2018 5 20
2 Architectural Coating Architectural Coating 4/13/2018 5/10/2018 5 20
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Paving Paving Equipment 2 6.00 132 0.36
Trips and VMT
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 8,411
(Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 3.21
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 5 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Summer
3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.4239 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Paving 0.0629 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.4868 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Clean Paved Roads
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Architectural Coating 1 12.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 6 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Summer
3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.1069 0.0770 1.0006 2.4500e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 243.7440 243.7440 8.3300e-
003
243.9523
Total 0.1069 0.0770 1.0006 2.4500e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 243.7440 243.7440 8.3300e-
003
243.9523
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.4239 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 0.0000 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Paving 0.0629 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.4868 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 0.0000 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 7 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Summer
3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.1069 0.0770 1.0006 2.4500e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 243.7440 243.7440 8.3300e-
003
243.9523
Total 0.1069 0.0770 1.0006 2.4500e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 243.7440 243.7440 8.3300e-
003
243.9523
Mitigated Construction Off-Site
3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Total 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Unmitigated Construction On-Site
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3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0641 0.0462 0.6004 1.4700e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 146.2464 146.2464 5.0000e-
003
146.3714
Total 0.0641 0.0462 0.6004 1.4700e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 146.2464 146.2464 5.0000e-
003
146.3714
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Total 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Mitigated Construction On-Site
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4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0641 0.0462 0.6004 1.4700e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 146.2464 146.2464 5.0000e-
003
146.3714
Total 0.0641 0.0462 0.6004 1.4700e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 146.2464 146.2464 5.0000e-
003
146.3714
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:26 PMPage 10 of 16
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Parking Lot 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
Other Non-Asphalt Surfaces 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
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5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.1 Mitigation Measures Energy
Historical Energy Use: N
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6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Unmitigated 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0497 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.3600e-
003
1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Total 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Unmitigated
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8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0497 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.3600e-
003
1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Total 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
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11.0 Vegetation
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
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Project Characteristics - PTG - Model run for the slurry fill and the asphalt overlay, which do not required ground distrubance.
Land Use -
Construction Phase - PTG - Model udpated to reflect paving activities and architectural coating during the same time frame as they would during construction of
the health club and area's that would require asphalt being replaced.
Off-road Equipment -
Construction Off-road Equipment Mitigation - PTG - model updated to reflect compliance with SCAQMD 403, and that the project would water exposed areas
two times per day.
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Parking Lot 21.12 1000sqft 0.48 21,117.00 0
Other Non-Asphalt Surfaces 119.06 1000sqft 2.73 119,065.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
8
Wind Speed (m/s)Precipitation Freq (Days)2.2 31
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2020Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
LA Fitness - Health Club at Rossmoor (Slurry and restriping)
South Coast Air Basin, Winter
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:33 PMPage 1 of 16
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2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblArchitecturalCoating EF_Parking 100.00 0.00
tblAreaCoating Area_EF_Parking 100 0
tblAreaMitigation UseLowVOCPaintNonresidentialExteriorV
alue
100 0
tblAreaMitigation UseLowVOCPaintNonresidentialInteriorV
alue
100 0
tblAreaMitigation UseLowVOCPaintResidentialExteriorValu
e
50 0
tblAreaMitigation UseLowVOCPaintResidentialInteriorValu
e
50 0
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 40 0
tblConstructionPhase NumDays 18.00 20.00
tblConstructionPhase NumDays 18.00 20.00
tblConstructionPhase PhaseEndDate 11/30/2018 5/10/2018
tblConstructionPhase PhaseEndDate 11/6/2018 4/12/2018
tblConstructionPhase PhaseStartDate 11/7/2018 4/13/2018
tblConstructionPhase PhaseStartDate 10/12/2018 3/16/2018
tblLandUse BuildingSpaceSquareFeet 21,120.00 21,117.00
tblLandUse BuildingSpaceSquareFeet 119,060.00 119,065.00
tblLandUse LandUseSquareFeet 21,120.00 21,117.00
tblLandUse LandUseSquareFeet 119,060.00 119,065.00
tblProjectCharacteristics OperationalYear 2018 2020
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:33 PMPage 2 of 16
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2018 1.6040 14.6031 13.3451 0.0212 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,101.201
0
2,101.201
0
0.5751 0.0000 2,115.577
5
Maximum 1.6040 14.6031 13.3451 0.0212 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,101.201
0
2,101.201
0
0.5751 0.0000 2,115.577
5
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2018 1.6040 14.6031 13.3451 0.0212 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,101.201
0
2,101.201
0
0.5751 0.0000 2,115.577
5
Maximum 1.6040 14.6031 13.3451 0.0212 0.2236 0.8388 1.0623 0.0593 0.7734 0.8327 0.0000 2,101.201
0
2,101.201
0
0.5751 0.0000 2,115.577
5
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0510 1.3000e-
004
0.0144 0.0000 0.0000 5.0000e-
005
5.0000e-
005
0.0000 5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0000 0.0327
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Energy 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Mobile 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0510 1.3000e-
004
0.0144 0.0000 0.0000 5.0000e-
005
5.0000e-
005
0.0000 5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0000 0.0327
Mitigated Operational
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:33 PMPage 4 of 16
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Paving Paving 3/16/2018 4/12/2018 5 20
2 Architectural Coating Architectural Coating 4/13/2018 5/10/2018 5 20
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Architectural Coating Air Compressors 1 6.00 78 0.48
Paving Cement and Mortar Mixers 2 6.00 9 0.56
Paving Pavers 1 8.00 130 0.42
Paving Rollers 2 6.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Paving Paving Equipment 2 6.00 132 0.36
Trips and VMT
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 8,411
(Architectural Coating – sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 0
Acres of Paving: 3.21
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:33 PMPage 5 of 16
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3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.4239 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Paving 0.0629 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.4868 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Clean Paved Roads
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Architectural Coating 1 12.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:33 PMPage 6 of 16
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3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.1172 0.0847 0.9118 2.3000e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 228.6505 228.6505 7.8300e-
003
228.8463
Total 0.1172 0.0847 0.9118 2.3000e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 228.6505 228.6505 7.8300e-
003
228.8463
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.4239 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 0.0000 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Paving 0.0629 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 1.4868 14.5184 12.4333 0.0189 0.8370 0.8370 0.7718 0.7718 0.0000 1,872.550
5
1,872.550
5
0.5672 1,886.731
2
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.1 Date: 1/23/2017 12:33 PMPage 7 of 16
LA Fitness - Health Club at Rossmoor (Slurry and restriping) - South Coast Air Basin, Winter
3.2 Paving - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.1172 0.0847 0.9118 2.3000e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 228.6505 228.6505 7.8300e-
003
228.8463
Total 0.1172 0.0847 0.9118 2.3000e-
003
0.2236 1.7900e-
003
0.2254 0.0593 1.6500e-
003
0.0609 228.6505 228.6505 7.8300e-
003
228.8463
Mitigated Construction Off-Site
3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Total 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 281.4485 281.4485 0.0267 282.1171
Unmitigated Construction On-Site
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3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0703 0.0508 0.5471 1.3800e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 137.1903 137.1903 4.7000e-
003
137.3078
Total 0.0703 0.0508 0.5471 1.3800e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 137.1903 137.1903 4.7000e-
003
137.3078
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Total 0.2986 2.0058 1.8542 2.9700e-
003
0.1506 0.1506 0.1506 0.1506 0.0000 281.4485 281.4485 0.0267 282.1171
Mitigated Construction On-Site
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4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.3 Architectural Coating - 2018
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0703 0.0508 0.5471 1.3800e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 137.1903 137.1903 4.7000e-
003
137.3078
Total 0.0703 0.0508 0.5471 1.3800e-
003
0.1341 1.0800e-
003
0.1352 0.0356 9.9000e-
004
0.0366 137.1903 137.1903 4.7000e-
003
137.3078
Mitigated Construction Off-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00
Total 0.00 0.00 0.00
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Parking Lot 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
Other Non-Asphalt Surfaces 0.550339 0.043800 0.200255 0.122233 0.016799 0.005871 0.020633 0.029727 0.002027 0.001932 0.004726 0.000704 0.000955
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5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
NaturalGas
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5.1 Mitigation Measures Energy
Historical Energy Use: N
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6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Unmitigated 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0497 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.3600e-
003
1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Total 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Unmitigated
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8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0497 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.3600e-
003
1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Total 0.0510 1.3000e-
004
0.0144 0.0000 5.0000e-
005
5.0000e-
005
5.0000e-
005
5.0000e-
005
0.0307 0.0307 8.0000e-
005
0.0327
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
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11.0 Vegetation
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
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Appendix D:
Noise Assessment
ASSESSMENT OF
ENVIRONMENTAL NOISE
ROSSMOOR HEALTH CLUB SEAL BEACH
CEQA NOISE REPORT
January 26, 2017
By
Veneklasen Associates, Inc.
1711 16th Street
Santa Monica, CA 90404
Contents
1.0 INTRODUCTION ............................................................................................................................................ 1
1.1 Project Description ............................................................................................................................ 1
1.2 Characteristics of Noise ...................................................................................................................... 1
1.3 Characteristics of Vibration ................................................................................................................ 4
2.0 REGULATORY FRAMEWORK ......................................................................................................................... 5
2.1 Applicable State Noise Standards ....................................................................................................... 5
2.2 City of Seal Beach Noise Element & Municipal Code – Noise Ordinance .............................................. 6
2.3 City of Seal Beach Noise Element – Ground-Borne Vibration ............................................................... 7
2.4 Project Requirements ........................................................................................................................ 7
3.0 ENVIRONMENTAL IMPACTS AND SIGNIFICANCE ........................................................................................... 8
3.1 Significance Thresholds ...................................................................................................................... 8
3.2 Impact 1. Noise levels in excess of standards ..................................................................................... 8
3.2.1 Methodology .......................................................................................................................... 8
3.2.2 Existing Ambient Monitored Noise Levels ................................................................................ 8
3.2.3 Future Project Noise Levels ................................................................................................... 10
3.3 Impact 2. Excessive ground-borne vibration .................................................................................... 11
3.4 Impact 3. Permanent increase in ambient noise levels ...................................................................... 12
3.4.1 Increase due to project traffic ............................................................................................... 12
3.4.2 Operational Noise ................................................................................................................. 12
3.5 Impact 4. Temporary increase in ambient noise levels ..................................................................... 14
3.6 Impact 5. Airport noise exposure ..................................................................................................... 15
3.7 Impact 6. Private airstrip noise exposure ......................................................................................... 15
4.0 SUMMARY ................................................................................................................................................. 16
4.1 Summary of significance of impacts ................................................................................................. 16
4.2 Summary of Mitigation Measures .................................................................................................... 16
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ASSESSMENT OF ENVIRONMENTAL NOISE
1.0 INTRODUCTION
This report evaluates potential impacts associated with the construction and operation noise of the Rossmoor Health
Club project in Seal Beach, California.
1.1 Project Description
The proposed project consists of a standalone commercial building in a retail parking lot currently used for the Shops
at Rossmoor. The project site is bounded by Rossmoor Center Way to the north and commercial parking spots
immediately to the south, east, and west. There are commercial buildings across parking spaces to the south and
east, and 3-story residential buildings across parking spaces to the west as well as across Rossmoor Center Way to
the north. The closest major freeways are over 3,000 feet away from the project site.
1.2 Characteristics of Noise
Noise is usually defined as unwanted sound and can be an undesirable by-product of society’s normal day-to-day
activities. Sound becomes unwanted when it interferes with normal activities, causes actual physical harm, or has
an adverse effect on health.
People judge the relative magnitude of sound sensation in subjective terms such as “noisiness” or “loudness.”
However, the sound pressure magnitude can be objectively measured and quantified using a logarithmic ratio of
pressures which yields the level of sound, utilizing the measurement scale of decibels (dB). The decibel is generally
adjusted to the A-weighted level (dBA) which de-emphasizes very low frequencies to better approximate the human
ear’s range of sensitivity. In practice, the noise level of a sound source is measured using a sound level meter that
includes an electronic filter corresponding to the A-weighting curve. Table A.1 in Appendix A of this report defines
the decibel along with other technical terms used in this analysis.
Even though the A-weighted scale accounts for the relative loudness perceived by the human ear and, therefore, is
commonly used to quantify individual events or general community sound levels, the degree of annoyance or other
response effects also depends on several other perceptibility factors, including:
·Ambient (background) sound level
·Magnitude of the event sound level relative to the background noise
·Spectral (frequency) composition (e.g. presence of tones)
·Duration of the sound event
·Number of event occurrences, repetitiveness, and intermittency
·Time of day the event occurs.
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In determining the daily level of environmental noise, it is important to account for the difference in human
responses to daytime and nighttime noises. At night, exterior background noise levels are generally lower than
daytime levels. However, most household noise also decreases at night, and exterior noise may become increasingly
noticeable. Further, most people sleep at night and have greater sensitivity to noise intrusion. To account for human
sensitivity to nighttime noise levels, a 24-hour descriptor, the Community Noise Equivalent Level (CNEL) has been
developed. The CNEL divides the 24-hour day into a daytime period of 7:00 a.m. to 7:00 p.m., an evening period
from 7:00 p.m. to 10:00 p.m., and a nighttime period of 10:00 p.m. to 7:00 a.m. In determining the CNEL, noise
levels occurring during the evening period are increase by 5 dB, while noise levels occurring during the nighttime
period are increased by 10 dB to account for the greater sensitivity during the evening and nighttime periods.
The effects of noise on people fall into three general categories:
·Subjective effects of annoyance and nuisance
·Interference with activities such as speech, sleep and learning
·Physiological effects such as hearing loss
In most cases, the levels associated with environmental noise produce effects only in the first two categories.
However, workers in industrial plants may experience noise effects in the last category. There is no completely
effective way to measure the subjective effects of noise or the corresponding reactions of annoyance, because of
the wide variation in individual thresholds of annoyance and degrees to which people become acclimated to noise.
Thus, an important way of determining a person's subjective reaction to a new noise source is by comparison to the
existing environment to which they are accustomed (the “ambient environment”). In general, the more the level of
a noise event exceeds the prevailing ambient noise level, the less acceptable the noise source will be to those
exposed to it.
With regard to increases in A-weighted noise levels, the following relationships are applicable to this analysis:
·Except in carefully controlled laboratory experiments, a 1 dB change cannot be perceived.
·Outside of a laboratory, a 3 dBA change will be generally perceivable by most people.
·A change in level of at least 5 dBA is considered a noticeable change by most people.
·A 10 dBA change will result in the perception of doubling or halving the loudness of the noise.
Common noise levels associated with various activities are shown on Figure 1, Common Noise Levels.
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Figure 1 - Common Noise Levels
Noise sources are either “point sources”, such as stationary equipment or individual motor vehicles, or “line
sources”, such as a roadway with a large number of mobile point sources (motor vehicles). Sound generated by a
stationary point source typically diminishes (attenuates) at a rate of 6 dBA for each doubling of distance from the
source to the receptor at acoustically “hard” sites, and at a rate of 7.5 dBA at acoustically “soft” sites.1 For example,
a 60 dBA noise level measured at 50 feet from a point source at an acoustically hard site would be 54 dBA at 100
feet from the source and it would be 48 dBA at 200 feet from the source. Sound generated by a line source typically
attenuates at a rate of 3 dBA and 4.5 dBA per doubling of distance from the source to the receptor for hard and soft
sites, respectively.2 Man-made or natural barriers can also attenuate sound levels.
1 U.S. Department of Transportation, Federal Highway Administration,Highway Noise Fundamentals, (Springfield, Virginia:
U.S. Department of Transportation, Federal Highway Administration, September 1980), p. 97. A "hard" or reflective site
does not provide any excess ground-effect attenuation and is characteristic of asphalt, concrete, and very hard packed soils.
An acoustically "soft" or absorptive site is characteristic of normal earth and most ground with vegetation.
2 U.S. Department of Transportation, Federal Highway Administration,Highway Noise Fundamentals, (Springfield, Virginia:
U.S. Department of Transportation, Federal Highway Administration, September 1980), p. 97.
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The minimum attenuation of exterior to interior noise provided by typical structures is provided in Table 1, Outside
to Inside Noise Attenuation.
Table 1
Outside to Inside Noise Attenuation (dBA)
Building Type
Open
Windows
Closed
Windows1
Residences
Schools
Churches
Hospitals/Convalescent Homes
Offices
Theaters
Hotels/Motels
17
17
20
17
17
20
17
25
25
30
25
25
30
25
Source: Transportation Research Board, National Research Council,Highway Noise: A Design Guide for Highway
Engineers, National Cooperative Highway Research Program Report 117.
1 As shown, structures with closed windows can attenuate exterior noise by a minimum of 25 to 30 dBA.
1.3 Characteristics of Vibration
Vibration is minute variation in pressure through structures and the earth, whereas, noise is minute variation in
pressure through air. Some vibration effects can be caused by noise; e.g., the rattling of windows from truck pass-
bys. This phenomenon is related to the coupling of the acoustic energy at frequencies that are close to the resonant
frequency of the material being vibrated. Ground-borne vibration attenuates rapidly as distance from the source of
the vibration increases. Vibration amplitude can be measured as peak particle velocity (PPV), the maximum
instantaneous peak amplitude in inches per second, or root-mean-square (RMS) velocity in inches per second or as
vibration level in decibels (VdB) referenced to 1 micro-inch per second. The ratio between the PPV and the maximum
RMS amplitude is termed the “crest factor.” According to the Federal Transit Administration (FTA), the PPV level for
construction equipment is typically 1.7 to 6 times greater than the RMS vibration level. The FTA uses a crest factor
of 4 for the conversion of PPV levels to RMS vibration levels. For the purposes of ground-borne vibration analysis of
impacts to existing structures, vibration velocity is described in terms of PPV. For the analysis of the human response
to vibration, VdB is utilized.
The vibration velocity threshold of perception for humans is approximately 65 VdB, and a vibration velocity of 75
VdB is the approximate dividing line between barely perceptible and distinctly perceptible levels for many people3.
Most perceptible indoor vibration is caused by sources within buildings such as operation of mechanical equipment,
movement of people, or the slamming of doors. Typical outdoor sources of perceptible ground-borne vibration are
construction equipment, steel-wheeled trains, and traffic on rough roads. Common ground-induced vibrations
related to roadway traffic and construction activities pose no threat to buildings or structures. If a roadway is
3 – U.S. Department of Transportation, Federal Transit Administration,Transit Noise and Vibration Impact Assessment,
(Washington, DC: U.S. Department of Transportation, Federal Transit Administration, May 2006), p. 7-8.
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smooth, the ground-borne vibration from traffic is barely perceptible. The range of interest is from approximately
50 VdB, which is typically the background vibration velocity, to 94 VdB. This 94 VdB vibration level corresponds to
0.2 PPV, which is the general threshold where minor damage can occur in non-engineered timber and masonry
buildings.
2.0 REGULATORY FRAMEWORK
Many government agencies have established noise regulations and policies to protect citizens from potential hearing
damage and various other adverse physiological and social effects associated with noise and ground-borne vibration.
The City of Seal Beach has adopted the General Plan Noise Element and a Noise Ordinance which are based in part
on Federal and State regulations and are intended to control, minimize, or mitigate environmental noise effects.
The regulations and policies that are relevant to project construction and operation noise are discussed below.
2.1 Applicable State Noise Standards
The California Environmental Quality Act (CEQA) Guidelines establishes guidelines for the evaluation of significant
impacts of environmental noise attributable to a proposed project. The guidelines ask whether the project would
result in:
1.Exposure of persons to or generation of noise levels in excess of standards established in the local General
Plan or Noise Ordinance or applicable standards of other agencies.
2.Exposure of persons to or generation of excessive ground-borne vibration or ground-borne noise levels.
3.A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without
the project.
4.A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels
existing without the project.
5.For a project located within an airport land use plan or, where such a plan has not been adopted, within
two miles of a public airport or public use airport, would the project expose people residing or working in
the project area to excessive noise levels?
6.For a project within the vicinity of a private airstrip, would the project expose people residing or working in
the project area to excessive noise levels?
The CEQA Guidelines and the City’s Noise Element provide no definition of what constitutes a substantial noise
increase. Typically, in high noise environments, if the CNEL due to the project would increase by 3 dBA at noise
sensitive receptors, the impact is considered significant.
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2.2 City of Seal Beach Noise Element & Municipal Code – Noise Ordinance
The City of Seal Beach Noise Element establishes noise/land use compatibility criteria. Multifamily residential uses
can be considered normally acceptable within noise environments of up to 65 CNEL.
Section 7.15.015 of the Seal Beach Municipal Code states that the noise level in a residential zone cannot exceed 55
dBA between 7:00 A.M. and 10:00 P.M. and 50 dBA between 10:00 P.M. and 7:00 A.M. These limits apply to
cumulative period of more than 30 minutes in an hour. The limits increase by 5 dBA for a cumulative period of more
than 15 minutes in an hour; 10 dBA for 5 minutes of an hour; 15 dBA for 1 minute in an hour, and 20 dBA for any
period of time.
Section 7.15.025 states that noise related to construction performed between 7:00 A.M. and 8:00 P.M. on weekdays
and between 8:00 A.M. and 8:00 P.M. on Saturdays is exempt from Code limits.
The Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment document offers guidelines
for assessment of construction noise that take into account the existing environment, absolute noise levels of
construction activity, duration of construction activity, and adjacent land uses. Recognizing that construction activity
is noisy, the FTA document provides the following mitigation measures, which are required by other city general
plans:
1.When adjacent to occupied noise-sensitive land uses, implement a construction-related noise mitigation
plan. This plan would depict the location of construction equipment storage and maintenance areas, and
document methods to be employed to minimize noise impacts on adjacent noise-sensitive land uses.
2.Construction equipment shall utilize noise-reduction features (e.g. mufflers and engine shrouds) that are
no less effective than those originally installed by the manufacturer.
3.Haul truck deliveries are subject to the same hours specified for construction. Additionally, the plan shall
denote any construction traffic haul routes where heavy trucks would exceed 100 daily trips (counting those
both to and from the construction site). To the extent feasible, the plan shall denote haul routes that do
not pass sensitive land uses or residential dwellings.
Section 7.15.035 states that building permits will not be issued if HVAC equipment noise exceeds 50 dBA at adjacent
residential areas. It further states that building permits may be issued if a timing device deactivates the HVAC
equipment between 10:00 P.M. and 7:00 A.M. and equipment noise does not exceed 55 dBA.
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2.3 City of Seal Beach Noise Element – Ground-Borne Vibration
The City’s Noise Element requires construction activity to comply with the local Noise Ordinance, which does not
provide limits on ground-borne vibration. The FTA Transit Noise and Vibration Impact Assessment document
referenced above offers the following vibration criteria:
Table 2
Groundborne Vibration Impact Criteria for General Assessment
2.4 Project Requirements
The above requirements for the project are summarized in the following Table 3.
Table 3
Project Requirements
Activity Standard
Exterior Noise at Multi-Family Residences 65 CNEL
Construction Noise
-Limited to the hours of:
7:00am – 8:00pm Weekdays
8:00am – 8:00pm Saturdays
Operational Noise
At residential property, more than 30-minute duration:
55 dBA from 7:00 a.m. to 10:00 p.m.
50 dBA from 10:00 p.m. to 7:00 a.m.
At residential property, 15 to 30-minute duration:
60 dBA from 7:00 a.m. to 10:00 p.m.
55 dBA from 10:00 p.m. to 7:00 a.m.
At residential property, 5 to 15-minute duration:
65 dBA from 7:00 a.m. to 10:00 p.m.
60 dBA from 10:00 p.m. to 7:00 a.m.
At residential property, 1 to 5-minute duration:
70 dBA from 7:00 a.m. to 10:00 p.m.
65 dBA from 10:00 p.m. to 7:00 a.m.
At residential property, less than 1-minute duration:
75 dBA from 7:00 a.m. to 10:00 p.m.
70 dBA from 10:00 p.m. to 7:00 a.m.
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HVAC Equipment Noise
At residential property,:
50 dBA anytime
55 dBA if non-operational from 10:00 p.m. to 7:00 a.m.
Vibration
Developments which are to generate a significant amount of
vibration must ensure acceptable interior vibration levels
within limits of Groundborne Vibration Impact Criteria for
General Assessment.
3.0 ENVIRONMENTAL IMPACTS AND SIGNIFICANCE
3.1 Significance Thresholds
The following significance thresholds are used in this report to evaluate the significance of the project noise impacts:
·Project would expose persons to or generate noise levels in excess of standards established in the City’s
Noise Element or Noise Ordinance.
·Project would result in a substantial permanent increase in ambient noise levels in the project vicinity above
levels existing without the project. A substantial permanent increase in traffic noise would occur if the
project would result in an increase of 3 dBA CNEL or more.
·Project would result in a substantial temporary or periodic increase in ambient noise levels in the project
vicinity above levels existing without the project. Construction noise would be considered significant if it
would take place outside of the allowable hours set forth in Table 4 or exceed the guidelines set forth by
the FTA.
3.2 Impact 1. Noise levels in excess of standards
Would the project result in exposure of persons to or generation of noise levels in excess of standards established
in the local General Plan or Noise Ordinance or applicable standards of other agencies?
3.2.1 Methodology
Analysis of the existing and future noise environments presented in this section is based on technical reports, long
and short-term noise monitoring, and noise prediction modeling. Traffic volumes utilized for future traffic noise
calculations were based on information provided in the traffic study prepared by LSA Associates in December 2016
for this project.
3.2.2 Existing Ambient Monitored Noise Levels
Vehicular traffic on Rossmoor Center Way was noted by the public as one of the main noise sources. Since the
proposed project site is currently used as parking for the Shops at Rossmoor, it currently experiences frequent
automobile arrivals and departures associated with use of the retail shops. While arrivals and departures associated
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with the retail uses occur during the posted store operating hours, arrivals and departures associated with
unauthorized use of the lot during nighttime hours also may occur. The project site is located on the rear/service
side of existing retail stores to the east, meaning truck trailer loading docks are located in this area. Thus, this area
experiences sporadic semi-truck deliveries during the daytime store operating hours, as observed during site visits.
Truck trailer deliveries create temporary noise spikes with opening of trailer gates, extending of delivery ramps, and
cold starting of diesel engines. The project building will shield the majority of the existing retail delivery area from
the nearby residential complexes.
To establish existing ambient noise levels in residential areas surrounding the project site, a field monitoring study
was conducted. Measurements were performed near the project site (see Figure 2, below) for documenting the
ambient conditions. A Bruel & Kjaer Model 2270 Sound Level Meter, which satisfies the American National Standards
Institute (ANSI) for general environmental noise measurement instrumentation, was located on the property line of
the residential complex to the west of the project site from 9:00 P.M. November 5 through 9:00 P.M November 7,
2016. This captured both a full weekend 24 hours and weekday 24 hours. Noise readings were measured over 5-
minute intervals with “A” frequency fast time weighting. Table B.1 in Appendix B of this report lists the results from
the long-term monitoring.
Figure 2 – Project Site and Noise Monitoring Location
In general, the weather conditions were normal for the field monitoring study. The first night, there was a delivery
truck stationed at the easternmost parking slots near Home Goods that skewed the results higher than what is
expected on most nights. The results cited below, and used for analysis, are the lower of the two nights; lower
ambient levels provide less masking to any noise specifically from the project or its parking lot. The measurement
Project Site
Long-term noise
monitor location
Rossmoor Center Way
Mo
n
t
e
c
i
t
o
R
o
a
d
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location itself was also highly suited to measuring levels with the quietest ambient (most susceptible to disturbances)
as it was away from any local street noise (parking lot car routes) and shielded from direct street noise.
Typical noise levels generated for the measurements were vehicular noise from local parking traffic and streets. Any
human noises from the existing commercial neighbors or residential neighbors were averaged out of the levels
reported.
Based on the long-term monitor measurements at the residences, the loudest 1-hour LEQ was 53 dBA. In addition, a
56 CNEL was calculated at the residential units to the west. This is consistent with the Noise Element which shows
that the residential complexes are located partially within the 60 CNEL noise contour for roadway and freeway noise
(reference Figure 3, below).
Figure 3 – Project Site and Nearby Road CNEL Contours
3.2.3 Future Project Noise Levels
Using the December 2016 traffic study information, the changes in dBA levels were calculated for potential future
noise conditions due to future traffic volumes associated with the proposed project and increases in background
traffic. At approximately 1,000 feet from Seal Beach Boulevard, the residential neighbors are barely affected by
traffic noise. Effects are similar for Montecito Boulevard at approximately 450 feet away. Rossmoor Center Way
traffic will have a greater influence due to its proximity. The calculated decibel effects due to traffic changes are
shown below, regardless of distance to the residential complexes.
Project Site
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Table 4
Traffic Noise Levels (dBA) Increases over Time vs. 2016
Road Opening Year (2018)
No Project
Opening Year (2018)
with Project
Future Year
No Project
Future Year
with Project
Seal Beach Blvd (avg. of
segments north and south
of Rossmoor Center Way) –
Weekday/Saturday
0.20/0.24 0.27/0.29 0.54/0.58 0.60/0.62
Rossmoor Center Drive
between Eastern and
Western Internal Drives –
Weekday/Saturday
0.04/0.04 1.30/0.79 0.39/0.39 1.56/1.09
Rossmoor Center Drive
between Western Internal
Drive and West Road –
Weekday/Saturday
0.04/0.04 0.04/0.04 0.39/0.39 0.39/0.39
Rossmoor Center Drive
between West Road and
Montecito –
Weekday/ Saturday
0.04/0.04 0.24/0.17 0.39/0.39 0.58/0.51
Montecito Blvd (avg. of
segments north and south
of Rossmoor Center Way) –
Weekday/Saturday
0.07/0.09 0.11/0.12 0.42/0.44 0.45/0.46
With decibel increases of at most 1.5, the proposed project will not result in any new uses or traffic generation that
would increase noise levels in the vicinity or expose the residential neighbors to levels above those that are deemed
normally acceptable in the noise ordinance, or less than 60 CNEL.
This impact is less than significant.
3.3 Impact 2. Excessive ground-borne vibration
Would the project result in exposure of persons to or generation of excessive ground-borne vibration or ground-
borne noise levels?
The proposed project site is currently used as parking for retail development within the Shops at Rossmoor.
Construction equipment associated with building the project would be the only vibration generating sources
introduced by the project. The City of Seal Beach Municipal Code limits construction to specific hours of the day,
with no construction activity permitted on Sundays.
The FTA document provides vibration criteria due to construction equipment as shown in Table 2, above, and Table
5, below. Using vibration levels of typical construction equipment given in the FTA document, vibration levels at
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receivers nearest the project site were calculated to be as indicated in Table 5. The distance loss was calculated using
equations for ground-borne vibration published by the FTA, and the distance used was from the center of the
building in the development that is closest to a sensitive receptor.
Table 5
Calculated Vibration Levels of Typical Construction Equipment to Nearest Sensitive Receptor
Equipment Vibration Level at
25ft (VdB)
Vibration Level at Nearest
Sensitive Receptor (VdB)
Vibration Criteria for
Frequent Events (VdB)
Jack Hammer 79 49 72
Loaded Trucks 86 56 72
Large Bulldozer 87 57 72
Vibratory Roller 94 64 72
Based on calculations to the nearest sensitive receptor, the construction of the development is not anticipated to
generate vibration levels that exceed criteria given by FTA document. This impact is less than significant.
3.4 Impact 3. Permanent increase in ambient noise levels
Would the project result in a substantial permanent increase in ambient noise levels in the project vicinity above
levels existing without the project?
3.4.1 Increase due to Project Traffic
As indicated in Table 4, which shows decibel increases of no more than 1.5 dBA, the proposed project would not
result in any new uses or traffic generation that would increase noise levels in the vicinity or expose residential
neighbors to levels above those that are deemed normally acceptable in the noise ordinance.
Impact would be less than significant due to project traffic.
3.4.2 Operational Noise, Indoor Fitness Activity
The proposed health club would host various exercise activities (e.g., treadmill running, weight lifting, basketball
playing, and swimming), as well as classes (e.g., aerobics and cycling). Project floor plans shows that the basketball
court and swimming pool will be located on the west side of the project building closest to the nearest residences.
Rooms for exercise classes are shown on the east side of the building. Depending on the specific exercise activity,
interior health club sound levels can range from 65 dBA to over 85 dBA with amplified music. Exterior wall and roof
elements (e.g. stucco, metal decking, gypsum board or plywood sheathing) typically offer at least 40 dBA of sound
reduction. Exterior doors and windows normally underperform walls and roofs by only offering 30 dBA of reduction.
This assumes that doors include full perimeter weather stripping, which is typical for exterior doors. Plans show that
the basketball court—as well as swimming pool and aerobics rooms—will have single doors that lead to the exterior.
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These exterior doors are emergency exits that would not be used for normal entry into the health club. The plans
show a vestibule at the main entrance to the health club. Based on expected noise reductions from exterior building
elements, doors, and windows, noise levels due to exercise activity within the health club are calculated to be below
Municipal Code limits during the day (55 dBA) and nighttime/early morning (50 dBA) at less than 40 dBA at the
residences.
Noise associated with indoor fitness activity would be less than significant.
3.4.3 Operational Noise, Outdoor Parking Lot Activities
Operation of the proposed project would produce noise associated with such activities as vehicle traffic, delivery
trucks, loud conversations, opening and closing of car doors, car horns, etc. in the adjacent parking lot. Since the
project does not include a loading dock, it is assumed that delivery trucks will be relatively small, such as for
delivering packages, rather than large tractor trailers used for transporting palletized goods. The mentioned noise
sources above are typical of commercial/retail uses, including those existing today on site within the Shops at
Rossmoor center. To understand how these activities generate noise, similar health clubs were observed in Culver
City and Garden Grove as early as the 5:00 A.M. hour. At both sites the fitness lot was unshielded from the highways,
unlike the project site; the city street noise (not the fitness center or its respective parking lot activity) controlled
both the constant and loud sporadic noise even at the early hour. While useful to observe these activities to apply
to the project, the strong influence of the city streets made the data measured not clean enough to use in analysis
for the new project site. To isolate offending noise sources for analysis, each of the anticipated noise sources within
the project parking lot and listed above was individually measured separately.
Each isolated measured noise source was calibrated to the distance it was measured in a noise propagation model
in Bruel & Kjaer Predictor 11.0. Then, the noise level reaching the residences to the west and north were calculated.
The loudest noise source that was closest to thresholds in the Noise Ordinance was the car horn, which achieved 47
dBA at the west residential complex and 50 dBA at the north residential complex, assuming the noise would occur
at parking lot locations as close as possible to the residences. Both these levels are well below the limit of 50 dBA
(Noise Ordinance) + 20 dBA, as well as 41 dBA (actual quietest ambient level at the site) + 20 dBA. The horn noise
would be audible at the residences compared to the ambient levels but would not exceed City-established noise
thresholds.
Noise associated with outdoor activity in the parking lot would be less than significant.
3.4.4 HVAC Equipment Noise
The health club will be served by thirteen (13) HVAC units located on the rooftop. Approximately one-half of the
rooftop units will be located on the western half the building, and the remaining will sit on the eastern half. No
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screening is proposed. Based on manufacturer’s sound data for the basis of design RTUs, cumulative noise levels due
to the project RTUs are calculated to be 53 dBA at the nearest residential property line; this is calculated at maximum
equipment operation, which is the worst case scenario. At least one of three mitigation options will be applied so
the Municipal Code limit of 50 dBA is not exceeded: an equipment screen or taller parapet on the roof,
baffles/silencers/attenuators on the equipment, or quieter equipment that can be shown to achieve the
requirement.
Mitigation 1: Screen or Parapet. To be an effective noise barrier, the screen or parapet should extend at least one
(1) foot above the tallest RTU and should be continuous at the north and west edges of the health club building.
or Mitigation 2: Baffles/Silencers/Attenuators.RTU’s would need to be fully enclosed with
noise control devices located at air ventilation to lessen the noise radiating from the
equipment. A representative figure of this concept is shown to the right.
or Mitigation 3: Quieter Units.Once specific RTU’s are selected, sound data from their
manufacturer can be used to show that the Code limit of 50 dBA at nearby property lines would not be exceeded.
This impact is anticipated to be less than significant with mitigation.
3.5 Impact 4. Temporary increase in ambient noise levels
Would the project result in a substantial temporary or periodic increase in ambient noise levels in the project vicinity
above levels existing without the project?
Construction of the project will generate temporary increased noise levels at the property line of the project site.
While construction activity will occur within the time periods established in the Noise Ordinance, peaks in
construction equipment work could be considered objectionable by some residents in adjacent units. The following
measures are identified to reduce the potential effects of construction noise on adjacent properties. They have been
separated via the City of Seal Beach General Plan requirements for construction and standard practices for acoustical
control.
Mitigation 4.
Seal Beach Municipal Code limits construction activity to the hours listed in Table 3.
Standard Practices for Mitigating Construction Noise include the following:
·Implement a construction-related noise mitigation plan. This plan would depict the location of construction
equipment storage and maintenance areas and document methods to be employed to minimize noise
impacts on adjacent noise-sensitive land uses. Additionally, the plan shall denote any construction traffic
haul routes where heavy trucks would exceed 100 daily trips (counting those both to and from the
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construction site). To the extent feasible, the plan shall denote haul routes that do not pass sensitive land
uses or residential dwellings.
·Equip internal combustion engine-driven equipment with original factory (or equivalent) intake and exhaust
mufflers which are maintained in good condition.
·Prohibit and post signs prohibiting unnecessary idling of internal combustion engines.
·Locate all stationary noise-generating equipment such as air compressors and portable generators as far as
practicable from noise-sensitive land uses.
·Utilize “quiet” air compressors and other stationary equipment where feasible and available.
·Designate a noise disturbance coordinator who would respond to neighborhood complaints about
construction noise by determining the cause of the noise complaints, and require implementation of
reasonable measures to correct the problem. Conspicuously post a telephone number for the disturbance
coordinator at the construction site.
The General Plan and Noise Ordinance exempts construction noise from the guidelines, provided the construction
activities are limited to the allowable hours indicated in Table 3. If construction outside of the hours indicated is
desired, the appropriate permitting must be obtained.
The construction will be limited to the hours indicated in Table 3, unless appropriate permitting is obtained. In order
to ensure a less than significant impact of noise to neighboring noise-sensitive areas, the previously noted mitigation
measures shall be required of the project. This impact is less than significant with the mitigation measures presented.
3.6 Impact 5. Airport noise exposure
For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles
of a public airport or public use airport, would the project expose people residing or working in the project area to
excessive noise levels?
The project is not within two miles of a public airport or public use airport. Therefore, there is no noise impact.
3.7 Impact 6. Private airstrip noise exposure
For a project within the vicinity of a private airstrip, would the project expose people residing or working in the
project area to excessive noise levels?
The project is not within the vicinity of a private airstrip. Therefore, there is no impact.
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4.0 SUMMARY
4.1 Summary of significance of impacts
CEQA Noise Impact Question No Impact Less Than
Significant
Less Than
Significant
with
Mitigation
Potentially
Significant
1
Exposure of persons to or generation of noise
levels in excess of standards established in the
local general plan or noise ordinance, or
applicable standards of other agencies?
X
2
Exposure of persons to or generation of
excessive ground-borne vibration or ground-
borne noise levels?X
3
A substantial permanent increase in ambient
noise levels in the project vicinity above levels
existing without the project? X
4
A substantial temporary or periodic increase in
ambient noise levels in the project vicinity about
levels existing without the project? X
5
For a project located within an airport land use
plan or, where such a plan has not been adopted,
within two miles of a public airport or public use
airport, would the project expose people
residing or working in the project area to
excessive noise levels?
X
6
For a project within the vicinity of a private
airstrip, would the project expose people
residing or working in the project area to
excessive noise levels?
X
4.2 Summary of Mitigation Measures
At least one of the three mitigation measures as described in section 3.4.4 will be enacted to reduce the noise levels
from the rooftop mechanical equipment to the residences.
Standard Practices for Mitigating Construction Noise as described in section 3.5 will be enacted as needed for the
construction equipment to be used.
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APPENDIX A
Table A.1 – Definitions of Noise-Related Terms
Term Definition
Decibel, dB A unit describing the amplitude of sound equivalent to 20 times the logarithm, to the
base 10, of the ratio of the pressure of the sound to the reference pressure of 20 mPa.
Frequency, Hz The number of complete pressure fluctuations per second above and below
atmospheric pressure.
A-Weighted Sound
Level, dBA
The sound pressure level in decibels as measured in an A-weighting filter network. The
A-weighting de-emphasizes the very low frequency components of the sound in a
manner similar to the frequency response of the human ear and correlates well with
subjective reactions to noise. All sound levels in this report are in the A-weighted scale.
L0 (Lmax ), L2, L8, L25,
L50
The A-weighted noise levels that are exceeded 0 percent (maximum noise level), 2
percent, 8 percent, 25 percent, and 50 percent of the time during the measurement
period.
Equivalent Noise
Level, Leq
The average A-weighted noise level during the stated measurement period.
Community Noise
Equivalent Level,
CNEL
The average A-weighted noise level during a 24-hour day, obtained after addition of 5
decibels in the evening from 7:00 P.M. to 10:00 P.M., and after addition of 10 decibels to
noise levels in the night between 10:00 P.M. and 7:00 A.M.
Day-Night Noise
Level, DNL, Ldn
The average A-weighted noise level during a 24-hour day, obtained after addition of 10
decibels to levels measured in the night between 10:00 P.M. and 7:00 A.M.
Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of
environmental noise at a given location.
Impulsive Noise Sound of short duration. Typically associated with an abrupt onset and rapid decay (i.e.,
gun-shots, etc.).
Pure Tones A sound wave, residing over a small range of frequencies, which has a sinusoidal
behavior over time.
VdB Unit of measurement used by FHWA to describe ground-borne vibration. Equivalent to
20 times the logarithm, to the base 10, of the ratio of the root mean square ground-
borne velocity to the reference of reference of 1x10-6 in/sec.
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APPENDIX B
Table B.1 – Summary of Measured Long-Term Sound Levels
Measurement Date Measurement Time Exterior Sound Level,
1-hour LAeq CNEL
1/6/2016
9:00 52
56
10:00 51
11:00 52
12:00 52
13:00 53
14:00 52
15:00 53
16:00 52
17:00 52
18:00 53
19:00 52
20:00 52
21:00 53
22:00 53
23:00 51
1/7/2016
0:00 47
1:00 48
2:00 48
3:00 44
4:00 43
5:00 43
6:00 46
7:00 47
8:00 53
Appendix E:
Traffic Study
March 2017
TRAFFIC ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH
COUNTY OF ORANGE, CALIFORNIA
Submitted to:
Jones Lang LaSalle
4 Park Plaza, Suite 900
Irvine, California 92614
Prepared by:
LSA
20 Executive Park, Suite 200
Irvine, California 92614-4731
(949) 553-0666
LSA Project No. MPA1401
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TRAFFIC ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
LSA has prepared this updated traffic/circulation analysis within a study area along Seal Beach
Boulevard north of the Interstate 405 (I-405) freeway in the City of Seal Beach in order to identify
any potential traffic impacts resulting from the development of the proposed project. This traffic/
circulation analysis serves as an update to the Health Club within the Shops at Rossmoor Traffic
Analysis (LSA, October 2015) and accompanying Revised Health Club within the Shops at Rossmoor
Expanded Queuing Assessment (LSA, April 2016), referred to collectively as Previous Analyses. This
update was performed as the Previous Analyses were based on traffic counts collected in November
2014 and are not considered current. This update is based on traffic counts collected in October 2016.
The project description, which includes the construction of a 37,000-square-foot (sf) health club
within the existing Shops at Rossmoor, remains the same as previously analyzed.
Through the identification of various community concerns collected during the preparation of the
Previous Analyses, the project includes two off-site improvements to access facilities. These include
the lengthening of the northbound left-turn pocket at the intersection of Seal Beach Boulevard and
Rossmoor Center Drive to 250 feet and the widening of Rossmoor Center Way between the internal
driveway and Seal Beach Boulevard.
The study area is consistent with the Previous Analyses, which were developed in coordination with
City staff. This study area includes intersections and roadway segments along Seal Beach Boulevard
and local access roads adjacent to the proposed project. Per previous direction from the City, LSA
also evaluated recent accident and pedestrian data in the study area. The traffic analysis has been
prepared consistent with the City Traffic Impact Study Guidelines (March 2010) and the City’s
General Plan (December 2003).
EXECUTIVE SUMMARY
The purpose of this analysis is to determine short-term and long-term traffic impacts resulting from
the development of a 37,000 sf health club within the existing Shops at Rossmoor retail center along
the south side of Rossmoor Center Way between West Road and Sprouts Farmers Market.
The traffic analysis reviewed the weekday a.m., p.m., and weekend peak-hour levels of service (LOS)
at study intersections and roadway segments for the following scenarios:
1. Existing (2016) conditions with current occupancy of the Shops at Rossmoor retail center.
2. Existing (2016) conditions with estimated full occupancy of the Shops at Rossmoor retail center.
3. Existing (2016) conditions with estimated full occupancy of the Shops at Rossmoor retail center
plus the proposed project.
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4. Project Completion Year (2018) conditions with estimated full occupancy of the Shops at
Rossmoor retail center.
5. Project Completion Year (2018) conditions with estimated full occupancy of the Shops at
Rossmoor retail center plus the proposed project.
6. Future (2035) General Plan Buildout conditions with estimated full occupancy of the Shops at
Rossmoor retail center.
7. Future (2035) General Plan Buildout conditions with estimated full occupancy of the Shops at
Rossmoor retail center plus the proposed project.
Based on the results of this TIA, the proposed project can be implemented without impacting the
design or the operation of the surrounding intersections and roadways with the implementation of
project off-site improvements. The evaluation of intersection and roadway LOS shows that the
addition of project traffic to existing, Project Completion Year (2018), and Future (2035) General
Plan Buildout traffic volumes would not significantly impact the study area intersections or roadways
according to City performance criteria.
Project access circulation and queuing were also analyzed based on coordination with City staff on
the Previous Analyses. Based on the circulation and queuing analysis, the addition of project traffic
will contribute to the northbound left-turn queue at the intersection of Seal Beach Boulevard and
Rossmoor Center Way, which currently exceeds the provided storage lane. The extension of this
northbound left-turn pocket is a project off-site improvement. This improvement is consistent with
recommendations made in the Previous Analyses. Additionally, project off-site improvements to
access the facilities will include the widening of Rossmoor Center Way between the internal
driveway and Seal Beach Boulevard. At the community’s request, an optional improvement was
evaluated for the construction of an additional inbound-only driveway and right-turn deceleration lane
on Seal Beach Boulevard south of Rossmoor Center Way. This improvement, however, was
determined to be infeasible based on several factors. The proposed Rossmoor Center Way
improvement, in conjunction with the extension of the northbound left-turn pocket at the intersection
of Seal Beach Boulevard and Rossmoor Center Way will improve vehicular access to both the project
site and the Shops at Rossmoor.
These project off-site improvements are not required by the City or California Environmental Quality
Act (CEQA) guidelines but have been evaluated to investigate concerns raised by the local
community.
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TABLE OF CONTENTS
EXECUTIVE SUMMARY ..................................................................................................................... i
INTRODUCTION .................................................................................................................................. 1
Project Description........................................................................................................................... 1
STUDY AREA ....................................................................................................................................... 3
Roadway Segments .......................................................................................................................... 3
Intersections ..................................................................................................................................... 5
METHODOLOGY ................................................................................................................................. 5
EXISTING CONDITIONS .................................................................................................................... 8
Accident History ............................................................................................................................ 11
Pedestrian Conditions .................................................................................................................... 16
HEALTH CLUB .................................................................................................................................. 18
Trip Generation and Distribution ................................................................................................... 18
UNOCCUPIED SPACE WITHIN THE SHOPS AT ROSSMOOR .................................................... 19
Retail Trip Generation and Distribution ........................................................................................ 19
EXISTING (2016) WITH FULL OCCUPANCY CONDITIONS ....................................................... 23
EXISTING (2016) WITH FULL OCCUPANCY PLUS PROJECT CONDITIONS .......................... 23
PROJECT COMPLETION YEAR (2018) WITH FULL OCCUPANCY CONDITIONS .................. 23
FUTURE (2035) GENERAL PLAN BUILDOUT CONDITIONS ..................................................... 32
ON-SITE CIRCULATION AND QUEUING ...................................................................................... 39
Site Adjacent Driveways and Circulation (Rossmoor Park) .......................................................... 46
Rossmoor Center Way and Shops at Rossmoor Access and Circulation ....................................... 46
Project Off-Site Improvements............................................................................................................. 48
Northbound Left-Turn Pocket Lengthening .................................................................................. 48
Reconfiguration of Rossmoor Center Way (Two Westbound Lanes and One Eastbound Lane
plus Dedicated Right-Turn Lane) .................................................................................................. 49
Optional Improvement - Addition of Right-In Only Driveway on Seal Beach Boulevard ............ 52
CONCLUSIONS .................................................................................................................................. 54
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» iv
FIGURES AND TABLES
FIGURES
Figure 1: Project Location and Study Area Intersections ....................................................................... 2
Figure 2: Site Plan .................................................................................................................................. 4
Figure 3: Existing (2016) Lane Geometrics and Traffic Control ........................................................... 6
Figure 4: Existing (2016) Peak Hour Volumes (AM/PM) ..................................................................... 9
Figure 5: Existing (2016) Peak Hour Volumes (Saturday) .................................................................. 10
Figure 6: Existing Site-Adjacent Pedestrian and Bicyclist Peak Hour Volumes (AM/PM) ................ 17
Figure 7: Project Peak Hour Volumes (AM/PM) ................................................................................. 20
Figure 8: Project Peak Hour Volumes (Saturday) ................................................................................ 21
Figure 9: The Shops at Rossmoor Existing Site Plan ........................................................................... 22
Figure 10: Unoccupied Uses Trip Assignment (AM/PM) .................................................................... 24
Figure 11: Unoccupied Uses Trip Assignment (Saturday) ................................................................... 25
Figure 12: Existing (2016) with Full Occupancy Peak Hour Volumes (AM/PM) ............................... 26
Figure 13: Existing (2016) with Full Occupancy Peak Hour Volumes (Saturday) .............................. 27
Figure 14: Existing (2016) with Full Occupancy plus Project Peak Hour Volumes (AM/PM) ........... 30
Figure 15: Existing (2016) with Full Occupancy plus Project Peak Hour Volumes (Saturday) .......... 31
Figure 16: Project Completion Year (2018) with Full Occupancy Peak Hour Volumes
(AM/PM) ....................................................................................................................................... 33
Figure 17: Project Completion Year (2018) with Full Occupancy Peak Hour Volumes
(Saturday) ....................................................................................................................................... 34
Figure 18: Project Completion Year (2018) with Full Occupancy plus Project Peak Hour
Volumes (AM/PM) ........................................................................................................................ 35
Figure 19: Project Completion Year (2018) with Full Occupancy plus Project Peak Hour
Volumes (Saturday) ....................................................................................................................... 36
Figure 20: Future (2035) General Plan Buildout with Full Occupancy Peak Hour Volumes
(AM/PM) ....................................................................................................................................... 40
Figure 21: Future (2035) General Plan Buildout with Full Occupancy Peak Hour Volumes
(Saturday) ....................................................................................................................................... 41
Figure 22: Future (2035) General Plan Buildout with Full Occupancy plus Project Peak Hour
Volumes (AM/PM) ........................................................................................................................ 42
Figure 23: Future (2035) General Plan Buildout with Full Occupancy plus Project Peak Hour
Volumes (Saturday) ....................................................................................................................... 43
Figure 24: Left-Turn Pocket Extension ................................................................................................ 50
Figure 25: Rossmoor Center Way Reconfiguration Alternative .......................................................... 51
Figure 26: Addition of Right-In Only Driveway Alternative ............................................................... 53
TABLES
Table A: Existing (2016) Peak Hour Intersection Level of Service Summary .................................... 12
Table B: Existing (2016) Peak Hour Roadway Level of Service Summary ........................................ 13
Table C: North Seal Beach Total Accident History Summary ............................................................. 14
Table D: North Seal Beach High Accident Location Details (2015) ................................................... 15
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» v
Table E: Project Trip Generation ......................................................................................................... 18
Table F: Unoccupied Space within the Shops at Rossmoor Trip Generation ...................................... 19
Table G: Existing (2016) with Full Occupancy Peak Hour Intersection Level of Service
Summary ........................................................................................................................................ 28
Table H: Existing (2016) with Full Occupancy Peak Hour Roadway Level of Service
Summary ........................................................................................................................................ 29
Table I: Project Completion Year (2018) with Full Occupancy Peak Hour Intersection Level
of Service Summary ....................................................................................................................... 37
Table J: Project Completion Year (2018) with Full Occupancy Peak Hour Roadway Level of
Service Summary ........................................................................................................................... 38
Table K: Future (2035) General Plan Buildout with Full Occupancy Peak Hour Intersection
Level of Service Summary ............................................................................................................. 44
Table L: Future (2035) General Plan Buildout with Full Occupancy Peak Hour Roadway
Level of Service Summary ............................................................................................................. 45
Table M: Site Access Queuing Summary ............................................................................................ 47
Table N: Project Traffic Contribution .................................................................................................. 49
APPENDICES
A: EXISTING TRAFFIC COUNTS
B: INTERSECTION LOS WORKSHEETS
C: ROADWAY LOS WORKSHEETS
D: ACCIDENT DATA
E: SIMTRAFFIC QUEUING AND ARTERIAL PERFORMANCE WORKSHEETS
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 1
INTRODUCTION
LSA has prepared this updated traffic/circulation analysis within a study area along Seal Beach
Boulevard north of I-405 in the City of Seal Beach in order to identify any potential traffic impacts
resulting from the development of the proposed project. This traffic/circulation analysis serves as an
update to the Previous Analyses, which were based on traffic counts collected in November 2014 and
are not considered current. This update is based on traffic counts collected in October 2016. The
project description includes the construction of a 37,000-square-foot (sf) health club within the
existing Shops at Rossmoor.
The study area is consistent with the Previous Analyses, which were developed in coordination with
the City staff. This study area includes intersections and roadway segments along Seal Beach
Boulevard and local access roads adjacent to the proposed project. Per previous direction from the
City, LSA also evaluated recent accident data in the study area. The traffic analysis has been prepared
consistent with the City Traffic Impact Study Guidelines (March 2010) and the City’s General Plan
(December 2003).
The traffic analysis reviewed the weekday a.m., p.m., and weekend peak-hour LOS at study
intersections and roadway segments for the following scenarios:
1. Existing (2016) conditions with current occupancy of the Shops at Rossmoor retail center.
2. Existing (2016) conditions with estimated full occupancy of the Shops at Rossmoor retail center.
3. Existing (2016) conditions with estimated full occupancy of the Shops at Rossmoor retail center
plus the proposed project.
4. Project Completion Year (2018) conditions with estimated full occupancy of the Shops at
Rossmoor retail center.
5. Project Completion Year (2018) conditions with estimated full occupancy of the Shops at
Rossmoor retail center plus the proposed project.
6. Future (2035) General Plan Buildout conditions with estimated full occupancy of the Shops at
Rossmoor retail center.
7. Future (2035) General Plan Buildout conditions with estimated full occupancy of the Shops at
Rossmoor retail center plus the proposed project.
Project Description
The proposed project consists of 37,000 sf of health club uses to be developed on surface parking
within the existing Shops at Rossmoor retail center along the south side of Rossmoor Center Way
between West Road and Sprouts Farmers Market as shown on Figure 1. The project site is bound by
residential uses to the north and west. Access to the project will be provided by the site-adjacent
intersections of West Road at Rossmoor Center Way and Project Driveway at Rossmoor Center Way.
As part of the proposed project, two off-site improvements to access facilities will be implemented.
These include the lengthening of the northbound left-turn pocket at the intersection of Seal Beach
Boulevard and Rossmoor Center Way to 250 feet and the widening of Rossmoor Center Way between
the internal driveway and Seal Beach Boulevard. These project off-site improvements will be fully
funded by the project applicant.
FIGURE1
Project Location and
StudyArea IntersectionsSOURCEESRI:
N
Rossmoor Center Way
Town Center Way
Se
a
l
B
e
a
c
h
B
l
v
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Health Club within The Shops at Rossmoor
22
405
8
LEGEND
- StudyArea Intersection
- Project Site
Se
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B
e
a
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h
B
l
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d
I:\MPA1401\G\Location & Study Ints.cdr (12/13/2016)
5
9
10
14
131512
4
3
2
1
7
6
8
11
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 3
STUDY AREA
As Figure 2 shows, Seal Beach Boulevard is a north-south arterial that provides access to both
residential and commercial (retail) uses within the City of Seal Beach. Seal Beach Boulevard is a six-
lane Major Arterial per the City’s General Plan, which provides connection to the I-405 freeway as
well as the Interstate 605 (I-605) freeway (via Katella Avenue). The 1.2-mile (mi) section of Seal
Beach Boulevard between I-405 and Bradbury Road provides connection to commercial uses such as
office, retail, and hotel, and residential uses (both east and west of Seal Beach Boulevard) via local
collector streets such as Bradbury Road, Lampson Avenue, Rossmoor Center Way, Town Center
Drive, and St. Cloud Drive. There are retail/commercial uses on either side of Seal Beach Boulevard
between St. Cloud Drive and Bradbury Road. The Shops at Rossmoor retail/commercial center west
of Seal Beach Boulevard recently underwent modifications and changes at several locations and is
close to full occupancy with only one unoccupied restaurant space of 8,827 sf (former Marie
Callender’s). The existing traffic along Seal Beach Boulevard includes the traffic from the occupied
retail and restaurant space within the Shops at Rossmoor as well as residential traffic from the
Rossmoor community, but does not include traffic generated by the restaurant space that is currently
unoccupied.
In order to analyze the traffic conditions along Seal Beach Boulevard when the Shops at Rossmoor is
fully occupied, traffic for the unoccupied restaurant space was added to existing traffic volumes.
Based on discussion with City staff and the criteria provided in the City’s Traffic Impact Study
Guidelines, the following roadway segments and intersections are analyzed for the study:
Roadway Segments
• Seal Beach Boulevard between:
○ Rossmoor Way and Bradbury Road;
○ Bradbury Road and Rossmoor Center Way;
○ Rossmoor Center Way and Town Center Drive;
○ Town Center Drive and St. Cloud Drive;
○ St. Cloud Drive and Lampson Avenue; and
○ Lampson Avenue and I-405 Northbound ramps.
• St. Cloud Drive between:
○ Seal Beach Boulevard and Yellowtail Drive.
• Montecito Road between:
○ Yellowtail Drive and Copa De Oro Drive;
○ Copa De Oro Drive and Mainway Drive; and
○ Mainway Drive and Bradbury Road.
• Rossmoor Center Way between:
○ Montecito Road and Seal Beach Boulevard.
FIGURE2
Site PlanSOURCE: robinson hill architecture, inc.
FEET
90450
N
Health Club within The Shops at Rossmoor
LEGEND
- Project Site
I:\MPA1401\G\Site Plan.cdr (12/13/2016)
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 5
Intersections
1. Seal Beach Boulevard/I-405 Southbound ramps;
2. Seal Beach Boulevard/I-405 Northbound ramps;
3. Seal Beach Boulevard/Lampson Avenue;
4. Seal Beach Boulevard/St. Cloud Drive;
5. Seal Beach Boulevard/Town Center Drive;
6. Seal Beach Boulevard/Rossmoor Center Way;
7. Seal Beach Boulevard-Los Alamitos Boulevard/Bradbury Road;
8. Yellowtail Drive/St. Cloud Drive (unsignalized);
9. Montecito Road/Copa De Oro Drive (unsignalized);
10. Montecito Road/Mainway Drive-Rossmoor Center Way (unsignalized);
11. Montecito Road/Bradbury Road (unsignalized);
12. West Road/Rossmoor Center Way (unsignalized);
13. Internal Driveway (Eastern)/Rossmoor Center Way (unsignalized);
14. Internal Driveway/Towne Center Drive (unsignalized); and
15. Internal Driveway (Western)/Rossmoor Center Way (unsignalized).
Figure 3 shows the existing intersection lane geometrics at all 15 intersections.
METHODOLOGY
To determine the peak hour intersection operations at signalized intersections within the study area,
intersection capacity utilization (ICU) methodology was used per City of Seal Beach Traffic Study
Guidelines. The ICU methodology compares the volume-to-capacity (v/c) ratios of conflicting turn
movements at an intersection, sums these critical conflicting v/c ratios for each intersection approach,
and determines the overall ICU. The resulting ICU is expressed in terms of LOS, where LOS A
represents free-flow activity and LOS F represents overcapacity operation. The ICUs were developed
for this study using the Traffix (Version 8.0) software.
According to the City of Seal Beach Traffic Impact Study Guidelines, LOS at an intersection is
considered to be unsatisfactory when the ICU exceeds 0.90 (LOS D). As such, improvements are
recommended at locations that operate at LOS E or F. The relationship of ICU (v/c ratio) to LOS is
demonstrated in the following table:
1 Seal Beach Blvd/I-405 SB Ramps 2 Seal Beach Blvd/I-405 NB Ramps 3 Seal Beach Blvd/Lampson Av 4 Seal Beach Blvd/Saint Cloud Dr 5 Seal Beach Blvd/Town Center Dr
6 Seal Beach Blvd/Rossmoor Center Wy 7 Seal Beach Blvd/Bradbury Rd 8 Yellowtail Dr/Saint Cloud Dr 9 Montecito Rd/Copa De Oro Dr 10 Montecito Rd/Rossmoor Center Wy
11 Montecito Rd/Bradbury Rd 12 West Rd/Rossmoor Center Wy 13 Internal Dwy/Rossmoor Center Wy 14 Internal Dwy/Town Center Wy 15 Project Dwy/Rossmoor Center Wy
FIGURE 3
Legend
SignalRight Turn Overlap Health Club within The Shops at Rossmoor
Stop SignDefacto Right Turn Lane
Free Right Turn Existing (2016) Lane Geometrics and Traffic Control Devices
ad
bd
ac
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xvvvt ab
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accce
wvvt ad wvvt be bc
wvvt
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f bd f bd
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ae
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D
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-03 Existing geo.xls\Figure (2/20/2017)
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 7
LOS Operating Condition
ICU
(v/c ratio)
A Free flowing, virtually no delay. Minimal traffic <0.60
B Free flow and choice of lanes. Delays are minimal. All cars clear intersection easily. 0.60–0.69
C State flow. Queue at signal starting to get relatively long. Delays starting to become a
factor but still within “acceptable” limits. 0.70–0.79
D
Approaching unstable flow. Queues at intersection are quite long but most cars clear
intersection on their green signal. Occasionally, several vehicles must wait for a
second green signal. Congestion is moderate.
0.80–0.89
E Severe congestion and delay. Most of the available capacity is used. Many cars must
wait through a complete signal cycle to clear the intersection. 0.90–0.99
F Excessive delay and congestion. Most cars must wait through more than one on one
signal cycle. Queues are very long and drivers are obviously irritated. >1.00
ICU = Intersection Capacity Utilization
LOS = level of service
v/c = volume-to-capacity
Per City guidelines, the following project-related increases in intersection ICU shall be deemed as
“significant” and require mitigation:
Existing ICU Project-Related Increase in ICU
0.00–0.69 0.06
0.70–0.79 0.04
0.80–0.89 0.02
0.90+ 0.01
ICU = Intersection Capacity Utilization
In addition to the ICU methodology of calculating signalized intersection LOS, the Highway Capacity
Manual (HCM 2010) methodology was used to determine the LOS at the signalized ramp
intersections that are governed by California Department of Transportation (Caltrans) and at
unsignalized study area intersections. The HCM 2010 unsignalized intersection methodology presents
LOS in terms of control delay (in seconds per vehicle). The resulting delay is expressed in terms of
LOS, as in the ICU methodology. The relationship of delay to LOS is demonstrated in the following
table:
LOS Signalized Intersection Delay (seconds) Unsignalized Intersection Delay (seconds)
A ≤10.0 ≤10.0
B >10.0 and ≤20.0 >10.0 and ≤15.0
C >20.0 and ≤35.0 >15.0 and ≤25.0
D >35.0 and ≤55.0 >25.0 and ≤35.0
E >55.0 and ≤80.0 >35.0 and ≤50.0
F >80.0 >50.0
Source: Highway Capacity Manual (2010), Exhibits 18-4, 19-1, and 20-2.
LOS = level of service
It should be noted that this study focuses on capacity (i.e., ICU). The HCM method is another method
to evaluate operational conditions at signalized intersections, such as signal timing and queue lengths
at turn lanes. While briefly discussed, this operational tool is not the focus of this impact study,
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 8
although it is used to evaluate the operations (queuing) at intersections as discussed later in this
report. All HCM analysis for this study has been developed utilizing the Synchro (Version 9.1)
software.
For roadway segments situated between intersections, LOS is described via a “mid-block roadway
link” analysis. The Highway Capacity Software Version 5.2 (HCS) was utilized to analyze roadway
segments in the study area consistent with Chapter 21 of the HCM. The basic input data for
conducting a roadway analysis include the number of lanes and peak-hour volumes along the
segments.
Roadway segments have uniform traffic conditions and roadway characteristics. The measure used to
provide an estimate of LOS is density, where density is calculated from the average vehicle flow rate
per lane and the average speed. The following shows the correlation between LOS and flow density:
LOS Density (pc/mi/ln)
A ≤11
B >11–18
C >18–26
D >26–35
E >35–45
F >45
LOS = level of service
pc/mi/ln = passenger cars per mile per lane
For the purposes of this study, LOS D is considered satisfactory on all study area roadway segments.
EXISTING CONDITIONS
Existing weekday a.m., p.m., and weekend midday peak-hour traffic conditions and LOS were
analyzed for Existing (2016) conditions.
LSA obtained intersection turn-movement counts at the 15 study area intersections for the weekday
a.m. peak hour (7:00 a.m.–9:00 a.m.), the p.m. peak hour (4:00 p.m.–6:00 p.m.), and a weekend
(Saturday) midday peak hour (11:00 a.m.–1:00 p.m.). Daily 24-hour counts were conducted for the 11
study area roadway segments in between the study area intersections. The counts were conducted by
an independent car count company (National Data & Surveying Services [NDS]) for a weekday and
weekend (Saturday) in October 2016. The traffic counts are included in Appendix A. The trips
generated from surrounding existing land uses, which consist of residential and retail uses east and
west of Seal Beach Boulevard, are included in the counts. Count data were collected before the week
of the Thanksgiving holiday. LSA collected geometric, traffic control, and posted speed limit data at
all study area locations. Figures 4 and 5 show the Existing (2016) peak-hour volumes at the study
area intersections for weekday and weekend conditions, respectively.
525 / 517 549 / 664 2 / 5 21 / 59
44 / 35 53 / 15 605 / 454 13 / 31 2 / 47
696 / 321 367 / 195 702 / 540 65 / 193 24 / 139
87 / 166 7 / 75 106 / 86 3 / 85
28 / 30 11 / 72 3 / 0 4 / 28
16 / 20 5 / 87 567 / 385 14 / 185
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
39 / 16 23 / 11 1 / 10 31 / 71
10 / 1 22 / 3 403 / 453 3 / 5 42 / 39
17 / 15 70 / 48 28 / 53 2 / 2 13 / 36
77 / 184 270 / 162 605 / 443 54 / 30 97 / 42
7 / 1 18 / 9 4 / 7 6 / 4 61 / 35
78 / 130 97 / 88 124 / 45 86 / 53
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
146 / 64 51 / 84
18 / 25 86 / 136 58 / 106 37 / 292 95 / 165
135 / 148 6 / 22 73 / 183 33 / 49 9 / 20
5 / 1 99 / 90 35 / 22 110 / 88
24 / 17 7 / 17 98 / 72 0 / 1
2 / 2 14 / 27
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 4
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Existing (2016) Peak Hour Volumes (AM/PM)
14
4
9
/
1
0
6
6
72
/
1
2
7
16
6
/
3
6
1
42
8
/
5
1
6
14
/
1
1
10
5
1
/
1
4
4
5
4
/
5
13
/
8
3
34
8
/
5
5
5
11
0
/
4
1
11
9
6
/
1
5
3
6
31
/
8
4
16
2
7
/
1
4
1
5
37
7
/
4
0
6
16
3
3
/
1
6
1
7
47
/
1
3
2
30
/
1
8
0
65
/
4
0
20
2
/
1
8
0
24
/
4
4
14
/
5
0
0
/
4
11
/
2
0
16
/
4
3
15
/
5
4
28
/
2
3
1
16
/
3
4
59
/
7
5
13
/
4
3
16
/
4
4
31
/
1
7
8
15
/
3
0
0
/
5
13
8
/
1
0
2
21
9
/
1
0
6
12
/
1
1
4
/
2
6
2
/
3
13
1
/
1
2
3
74
/
4
1
18
0
/
1
3
1
21
/
2
6
70
/
4
9
38
/
2
9
10
7
/
6
6
16
5
/
2
1
2
2
/
3
0
/
7
27
/
4
4
15
0
3
/
1
4
8
9
15
5
/
1
7
0
26
/
5
7
28
3
/
2
3
1
15
8
1
/
1
5
2
0
15
/
2
4
14
6
/
1
3
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13
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7
/
1
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7
6
14
/
1
9
8
/
3
65
/
1
5
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70
/
1
9
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13
4
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/
1
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5
4
19
/
3
6
13
4
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/
1
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7
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21
/
7
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46
3
/
3
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15
6
5
/
1
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3
9
32
8
/
3
1
3
46
/
6
6
13
0
1
/
1
6
4
9
16
5
3
/
1
5
9
1
29
6
/
6
3
0
14
4
5
/
1
6
9
1
30
5
/
5
4
4
P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-04 Exist Curr Occ AM PM.xls\Figure (12/14/2016)
488 564 5 88
37 5 543 35 89
544 355 360 174 173
147 6 102 94
26 8 2 83
16 7 398 243
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
14 12 5 43
2 7 420 5 51
19 63 43 3 18
188 167 456 35 42
4 8 1 4 42
151 96 36 61
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
69 106
20 118 93 394 123
115 10 214 85 44
1 82 21 99
15 16 100
4 36
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 5
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Existing (2016) Peak Hour Volumes (Saturday)
11
1
0
13
1
27
2
41
1
9
10
9
7
17 13
6
37
715
13
4
7
10
8
12
2
3
36
2
15
6
0
17
2
25
9
33 16
0
45
76 5 3969
52 33
9
60 96
43 64
21
5
24
3 70 94 1726
2 89 36
12
9 29444536
17
4
7
721
13
4
9
12
0
44
23
2
13
8
5
15
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-05 Exist Curr Occ Sat.xls\Figure (12/14/2016)
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 11
Summaries of Existing (2016) LOS for intersections and roadway segments are presented in Tables A
and B, respectively. Intersection LOS worksheets are included in Appendix B while roadway LOS
worksheets are included in Appendix C. As Tables A and B indicate, all study area intersections and
roadway segments are currently operating at satisfactory LOS (LOS D or better).
Accident History
The City’s Traffic Impact Study Guidelines require the identification and analysis of intersections or
roadway segments having five or more reported accidents within the most recent 12-month period.
Five accidents is a generalized figure used by City staff as an indication of potential problems that
could require improvements. The accident data provided by the City are included in Appendix D.
The City of Seal Beach Police Department provided accident data for the years of 2015 and 2016 in
the City of Seal Beach. It should be noted that the 2016 data represents only 11 months. As such, this
study will focus on the accidents within the study area identified in 2015.
Table C provides the total number of accidents reported within the study area each year. As this table
indicates, five accidents or more have occurred in 2015 in the vicinity of the intersections of Seal
Beach Boulevard at the I-405 southbound on/off ramps, I-405 northbound on/off ramps, and Lampson
Avenue. Table D shows a detailed description of the primary collision factor, type of accident, and
number of injuries reported at each of these three locations. The most common factor at the
intersections of Seal Beach Boulevard at the I-405 southbound on/off ramps and Seal Beach
Boulevard at the I-405 northbound on/off ramps was unsafe speed.
As Table C shows, the number of accidents at these two Caltrans-controlled intersections increased
from 2015 through the first 11 months of 2016.
The intersection of Seal Beach Boulevard and Lampson Avenue experienced five accidents in 2015
and four accidents within the first 11 months of 2016. Improvements were implemented in this
location in 2011. Based on the operational analysis provided in this report, this intersection operates
at an acceptable LOS and no additional improvements are recommended at this time.
Based on weekday average daily traffic (ADT) counts taken in October 2016, the segment of Seal
Beach Boulevard between the I-405 northbound on/off ramps and Lampson Avenue currently
experiences approximately 53,000 vehicles per day. The project is anticipated to add 451 vehicles per
day to this same segment. The project’s anticipated traffic contribution would increase daily traffic on
this section of Seal Beach Boulevard by 0.8 percent. The segment of Seal Beach Boulevard between
Lampson Avenue and St. Cloud Drive would experience a similar 1.2 percent growth in daily traffic
from the development of the project (existing ADT of approximately 49,900 with an anticipated
project ADT of 597 vehicles). This increase in daily traffic due to project traffic would not
significantly alter existing traffic volumes. The effect of this magnitude of traffic growth on accident
rates would be nominal and is not considered significant.
It is recommended that the City and Caltrans continue to monitor the operation and safety of all
intersections and roadway segments within their respective jurisdictions and make the necessary
improvements to reduce potential accidents in the future.
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l
e
s
.
x
l
s
\
B
LSA ASSOCIATES, INC.
2016 1 2015
Seal Beach Boulevard/I-405 SB On/Off Ramps75
Seal Beach Boulevard/I-405 NB On/Off Ramps107
Seal Beach Boulevard/Lampson Avenue25
Seal Beach Boulevard/St. Cloud Drive32
Seal Beach Boulevard/Town Center Drive43
Seal Beach Boulevard/Rossmoor Center Way-Plymouth Drive12
Seal Beach Boulevard/Bradbury Road43
Yellowtail Drive/St. Cloud Drive10
Internal Driveway/Rossmoor Center Way10
Internal Driveway/Town Center Way11
Data is presented in total number of accidents per location
1 2016 Data represents January - November only
= Location will be further analyzed in the traffic study
Table C - North Seal Beach Total Accident History Summary
Year
Location
P:\SEA1201\LOS Summary+other tables.xls\C (12/12/2016)
LSA ASSOCIATES, INC.
Primary Collision
LocationFactorType
Unsafe SpeedRear End00
Unsafe SpeedRear End00
(5 Total Accidents)Unsafe SpeedRear End00
Unsafe SpeedNot Specified10
Lane ChangeSideswipe00
Total:10
Unsafe SpeedNot Specified10
Unsafe SpeedRear End00
(7 Total Accidents)Unsafe SpeedRear End00
Improper TurnBroadside00
Unsafe SpeedBroadside00
Unsafe SpeedRear End00
SignageBroadside00
Total:10
Improper TurnBroadside00
Unsafe SpeedRear End20
(5 Total Accidents)Unsafe SpeedNot Specified00
SignageBroadside20
Grand Theft AutoNot Specified00
Total:40
Seal Beach
Boulevard/Lampson Avenue
Seal Beach Boulevard/I-405
NB On/Off Ramps
Table D - North Seal Beach High Accident Location Details (2015)
InjuryFatality
Seal Beach Boulevard/I-405 SB
On/Off Ramps
P:\SEA1201\TIA Tables.xls\D(2/22/2017)
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 16
Pedestrian Conditions
In an effort to address concerns regarding pedestrian safety that were expressed by local residents,
this analysis conducted a pedestrian and cyclist survey of the surrounding residential area.
Specifically, five intersections along Montecito Road and St. Cloud Drive between Bradbury Road
and Seal Beach Boulevard were counted as the most utilized pedestrian crossing points due to the
presence of crosswalks. This survey revealed that there is the presence of pedestrian activity during
the peak hours. As shown on Figure 6, the highest number of peak hour pedestrians observed to cross
Montecito Road or Saint Cloud Drive are at the marked crosswalk on the south side of the
intersection of Montecito Road and Rossmoor Center Way with 15 pedestrians in the weekday p.m.
peak hour. These pedestrians are most likely nearby residents traveling to and from the Shops at
Rossmoor for shopping or dining in the afternoon and do not occur during periods of school travel
activity. This would suggest that these pedestrians are not students. As this intersection, along with all
other study intersections along Montecito Road and Saint Cloud Drive, is a low delay intersection
(LOS A or B in all analysis scenarios), pedestrian and traffic conditions along Montecito Road and
Saint Cloud drive are anticipated to remain largely the same. The pedestrian and cyclist counts are
included in Appendix A.
In an effort to illustrate the project’s effect on local traffic adjacent to the pedestrians identified,
weekday counts taken in October 2016 for segments of St. Cloud Drive and Montecito Road are
shown below alongside the anticipated project traffic. As vehicular traffic during times of school-
related pedestrian activity are of particular concern, the a.m. and p.m. peak hours shown correspond
with the peak morning drop-off and afternoon pick-up hours of the surrounding schools.
Roadway Segment Analysis Period1 Existing Trips
Project
Trips
Percent
Increase
Saint Cloud
Drive
Seal Beach Boulevard and
Yellowtail Drive
AM Peak 966 2 0.2%
Midday Peak 929 7 0.8%
ADT 12,295 61 0.5%
Montecito
Road
Yellowtail Drive and Copa
De Oro Drive
AM Peak 552 2 0.3%
Midday Peak 555 7 1.3%
ADT 6,275 49 0.8%
Copa De Oro Drive and
Mainway Drive
AM Peak 427 2 0.5%
Midday Peak 511 5 1.0%
ADT 5,895 37 0.6%
Mainway Drive and
Bradbury Road
AM Peak 536 2 0.4%
Midday Peak 540 4 0.7%
ADT 5,647 37 0.7%
1 Analysis Period: AM Peak (7:00 a.m. – 8:00 a.m.); Midday Peak (2:00 p.m. – 3:00 p.m.); ADT = Average Daily Traffic
As shown above, the project related traffic increase during both peak school traffic hours and the
whole day are anticipated to result in a growth of about one percent or less. The increases in peak
school activity hours and daily traffic due to project traffic would not alter existing traffic volumes in
any noticeable way. The effect of this magnitude of traffic growth on the pedestrian experience would
be nominal.
5 / 1
1 / 0
1 / 1
1 / 0
1Seal Beach Blvd/Saint Cloud Dr 1Seal Beach Blvd/Saint Cloud Dr
3 / 4
2Druid Ln/Saint Cloud Dr 2Druid Ln/Saint Cloud Dr
3 / 4
6 / 1
3Montecito Rd/Copa De Oro Dr 3Montecito Rd/Copa De Oro Dr
3 / 5 1 / 0
1 / 0
4Montecito Rd/Tucker Ln 4Montecito Rd/Tucker Ln
3 / 0
1 / 0 0 / 2
10 / 15 1 / 0
5Montecito Rd/Rossmoor Center Wy 5Montecito Rd/Rossmoor Center Wy
2 / 0
3 / 2 2 / 4
3 / 7 2 / 0
1 / 0
6Montecito Rd/Bradbury Rd 6Montecito Rd/Bradbury Rd
Pedestrians Bicyclists
FIGURE 6
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Pedestrian and Bicyclist Peak Hour Volumes (AM/PM)
4
/
6
15
/
1
0
2
/
4
0
/
2
17
/
9
3
/
1
20
/
2
0
/
1
1
/
3
4
/
1
1
/
0
0
/
1
4
/
2
0
/
2
1
/
1
3
/
5
0
/
2
2
/
6
1
/
1
11
/
3
4
/
0
1
/
0
5
/
4
13
/
3
2
/
7
7
/
1
0
2
/
1
4
/
2
0
/
3
P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-06 Existing Ped+Bike Vols.xls\Figure (2/23/2017)
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 18
HEALTH CLUB
The proposed project will consist of 37,000 sf of health/fitness club uses and is bounded on the north
by Rossmoor Center Drive, on the west by West Road, and on the east by Sprouts Farmers Market.
The project site is located in the northwest parking lot of The Shops at Rossmoor retail center. This
parking lot serves as an employee/overflow lot behind all of the existing adjacent stores and does not
provide direct access to Sprouts, Marshalls, or PetSmart. The main access points to the project site are
located on either side of the proposed building at West Road, and the existing driveway along the
south side of Rossmoor Center Drive west of Sprouts Farmers Market. As part of the proposed
project, two off-site improvements to access facilities will be implemented. These include the
lengthening of the northbound left-turn pocket at the intersection of Seal Beach Boulevard and
Rossmoor Center Way to 205 feet and the widening of Rossmoor Center Way between the internal
driveway and Seal Beach Boulevard.
Trip Generation and Distribution
The generation and distribution of trips associated with the proposed project site are discussed below.
Trip Generation. Trip generation for the proposed project is calculated based on rates contained in
the Institute of Transportation Engineers’ (ITE) Trip Generation (Ninth Edition), which is a standard
reference used by jurisdictions throughout the country for estimating the trip generation potential of
new developments. The project is classified as Health/Fitness club use (ITE Land Use 492). The
project’s potential trip generation was calculated using the average rates (per 1,000 sf).
As indicated in Table E, the proposed project is estimated to generate 1,218 daily trips, 52 weekday
a.m. peak hour trips, 131 weekday p.m. peak hour trips, and 103 Saturday midday peak hour trips.
Table E: Project Trip Generation
Size Unit ADT
AM Peak Hour PM Peak Hour
Saturday Peak
Hour
In Out Total In Out Total In Out Total
Trip Rate1
Health Fitness
Club TSF 32.93 0.71 0.71 1.41 2.01 1.52 3.53 1.25 1.53 2.78
Trip Generation
Health Fitness
Club 37.000 TSF 1,218 26 26 52 74 56 131 46 57 103
1 Trip rates from the Institute of Transportation Engineers (ITE), Trip Generation, Ninth Edition (2012).
ADT = average daily traffic
TSF = thousand square feet
Trip Distribution and Trip Assignment. The project trips were distributed throughout the study
area using information from the County’s current travel demand model (Orange County
Transportation Analysis Model [OCTAM]). Using the travel demand model, a process known as
“select zone assignment” is applied to distribute and assign trips from a specific zone through the
circulation network to an origin.
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 19
The travel demand model goes through several iterations to develop the most likely distribution
pattern that takes into account several factors such as the shortest distance between origin and
destination, availability of capacity, and type of uses, etc., before assigning the trips. The trips were
distributed manually based on a select zone assignment from OCTAM. Based on the select zone
assignments and further manual refinements, the project traffic is distributed as follows: 43 percent of
traffic will travel north along Seal Beach Boulevard, 49 percent will travel south along Seal Beach
Boulevard, of which 3 percent will travel west on the State Route 22 (SR-22) freeway into Long
Beach, 12 percent will travel east along Lampson Avenue, 10 percent northwest along northbound
I-405, 15 percent southeast along the I-405 southbound, and the remaining 9 percent would continue
to travel south along Seal Beach Boulevard. A total of 8 percent will have destinations within close
proximity to the retail site. Figures 7 and 8 illustrate the health club trip assignment for weekday and
weekend conditions based on the trip generation and the trip distribution identified above.
UNOCCUPIED SPACE WITHIN THE SHOPS AT ROSSMOOR
In order to evaluate the adjacent Shops at Rossmoor retail center at full occupancy, traffic from the
former Marie Callender’s restaurant in the southern part of the retail center has been developed. The
unoccupied restaurant consists of 8,827 sf of restaurant use just west of Seal Beach Boulevard.
Figure 9 shows the location of the unoccupied restaurant in relation to the rest of the retail center.
Retail Trip Generation and Distribution
The generation and distribution of trips associated with this unoccupied space are discussed below.
Trip Generation. Trip generation for the unoccupied space is calculated based on rates contained in
the ITE Trip Generation (Ninth Edition).
The former restaurant has been conservatively classified as a high-turnover restaurant use (ITE Land
Use 932) as it most closely represents the use of the former Marie Callender’s. As indicated in
Table F, the unoccupied restaurant is estimated to generate 1,122 daily trips, 96 weekday a.m. peak
hour trips, 87 weekday p.m. peak hour trips, and 124 Saturday midday peak hour trips.
Table F: Unoccupied Space within the Shops at Rossmoor Trip Generation
Size Unit ADT
AM Peak Hour PM Peak Hour
Saturday Peak
Hour
In Out Total In Out Total In Out Total
Trip Rate1
High-Turnover
Restaurant TSF 127.15 5.95 4.86 10.81 5.91 3.94 9.85 7.46 6.61 14.07
Trip Generation
High-Turnover
Restaurant 8.827 TSF 1,122 53 43 96 52 35 87 66 58 124
1 Trip rates from the Institute of Transportation Engineers (ITE), Trip Generation, Ninth Edition (2012).
ADT = average daily traffic
TSF = thousand square feet
3 / 7 4 / 11 3 / 9
1 / 2 1 / 3
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
1 / 2
1 / 1 1 / 2
1 / 4 0 / 1 1 / 2
11 / 24 1 / 3 1 / 1 1 / 2
11 / 25
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
23 / 64 23 / 64
3 / 7 23 / 49
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 7
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Project Peak Hour Volumes (AM/PM)
10
/
2
1
3
/
7
10
/
2
7
11
/
3
3
11
/
3
2
11
/
2
5
1
/
2
6
/
1
3
3
/
6
11
/
2
4
11
/
3
2
1
/
2
1
/
2
1
/
3
1
/
3
0
/
1
1
/
2
3
/
6
23
/
4
9
1
/
2
1
/
4
11
/
3
3
11
/
3
3
4
/
8
2
/
7
11
/
2
5
5
/
1
4
2
/
5
P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-07 Project Only AM PM.xls\Figure (12/14/2016)
5 7 6
1 3
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
2
1 2
2 1 2
25 3 1 1
25
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
41 41
5 50
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 8
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Project Peak Hour Volumes (Saturday)
21 7
17
21
20
252146
25
20 2
1
22
2 6 50
1
2 21 21
9
4
25
9
5
P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-08 Project Only Sat.xls\Figure (12/14/2016)
FIGURE9
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LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 23
Trip Distribution and Trip Assignment. The unoccupied restaurant trips were distributed
throughout the study area using the same information from OCTAM that was utilized for the
proposed project.
Figures 10 and 11 illustrate the trip assignment for weekday and weekend conditions based on the trip
generation and the trip distribution identified previously. Trips generated by the unoccupied
restaurant were added to the base traffic volumes to develop “with Full Occupancy” traffic volumes.
EXISTING (2016) WITH FULL OCCUPANCY CONDITIONS
To represent the full potential of traffic that could traverse Seal Beach Boulevard and the study area
in the existing condition, existing weekday a.m., p.m., and weekend midday peak-hour traffic
conditions were modified based on the additional traffic from the unoccupied restaurant for the
Existing (2016) with Full Occupancy scenario.
The trip assignment of the unoccupied restaurant was added to the Existing (2016) counts to develop
the volumes for the Existing (2016) with Full Occupancy conditions. Figures 12 and 13 show
Existing (2016) with Full Occupancy condition peak-hour volumes at study area intersections for
weekday and weekend conditions.
Tables G and H present summaries of Existing (2016) with Full Occupancy conditions LOS at study
area intersections and roadway segments. Intersection LOS worksheets are included in Appendix B
while roadway LOS worksheets are included in Appendix C. As the tables indicate, all study area
intersections and roadway segments are anticipated to operate at satisfactory LOS (D or better).
EXISTING (2016) WITH FULL OCCUPANCY PLUS PROJECT CONDITIONS
In order to identify any potential project impacts to traffic and circulation, project traffic was added to
Existing (2016) with Full Occupancy traffic. Figures 14 and 15 show the resulting Existing (2016)
with Full Occupancy plus Project conditions weekday a.m., p.m., and weekend midday peak-hour
traffic volumes.
Tables G and H present summaries of Existing (2016) with Full Occupancy plus Project LOS for
study area intersections and roadway segments. Intersection LOS worksheets are included in
Appendix B while roadway LOS worksheets are included in Appendix C. As the tables indicate, all
study area intersections and roadway segments are anticipated to continue to operate at satisfactory
LOS (D or better) with the addition of project traffic.
PROJECT COMPLETION YEAR (2018) WITH FULL OCCUPANCY
CONDITIONS
According to the project applicant, the proposed project will be completed in 2018. In order to present
a near-term 2018 traffic condition, an ambient growth rate of 0.5 percent per year was added to
existing traffic volumes along with traffic from the unoccupied parcel within The Shops at Rossmoor.
5 / 5 8 / 8 6 / 6
2 / 2 18 / 15
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
2 / 2 2 / 2
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
38 / 37
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 10
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Unoccupied Uses Peak Hour Volumes (AM/PM)
4
/
3
6
/
5
5
/
5
21
/
1
7
10
/
1
0
26
/
2
5
26
/
2
5
1
/
1
18
/
1
5
1
/
1
1
/
1
1
/
1
1
/
1
1
/
1
2
/
2
3
/
3
18
/
1
5
23
/
2
2
18
/
1
5
23
/
2
2
12
/
1
1
11
/
1
1
1
/
1
10
/
8
4
/
4
16
/
1
3
5
/
4
20
/
1
9
P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-10 Unoccupied AM PM.xls\Figure (2/21/2017)
7 10 8
2 25
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
2 2
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
47
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 11
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Unoccupied Uses Peak Hour Volumes (Saturday)
5 9
6
28
13 32 32
1
251
1
1223
3
25
28
25
28
15 142146217
24
P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-11 Unoccupied Sat.xls\Figure (2/21/2017)
530 / 522 557 / 672 2 / 5 21 / 59
44 / 35 53 / 15 611 / 460 13 / 31 2 / 47
696 / 321 367 / 195 702 / 540 65 / 193 24 / 139
87 / 166 9 / 77 106 / 86 21 / 100
28 / 30 11 / 72 3 / 0 4 / 28
16 / 20 5 / 87 567 / 385 14 / 185
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
39 / 16 23 / 11 1 / 10 31 / 71
10 / 1 22 / 3 403 / 453 3 / 5 42 / 39
17 / 15 70 / 48 28 / 53 2 / 2 13 / 36
77 / 184 270 / 162 605 / 443 54 / 30 97 / 42
7 / 1 18 / 9 4 / 7 6 / 4 61 / 35
78 / 130 97 / 88 126 / 47 88 / 55
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
146 / 64 51 / 84
18 / 25 86 / 136 58 / 106 37 / 292 95 / 165
135 / 148 6 / 22 73 / 183 71 / 86 9 / 20
5 / 1 99 / 90 35 / 22 110 / 88
24 / 17 7 / 17 98 / 72 0 / 1
2 / 2 14 / 27
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 12
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Existing (2016) with Full Occupancy Peak Hour Volumes (AM/PM)
13
2
2
/
1
6
6
6
16
6
9
/
1
6
0
4
30
1
/
6
3
4
14
6
5
/
1
7
1
0
30
5
/
5
4
4
65
/
1
5
9
70
/
1
9
0
13
7
2
/
1
5
7
6
19
/
3
6
13
5
6
/
1
3
8
1
21
/
7
8
46
4
/
3
7
1
15
7
5
/
1
4
4
7
33
2
/
3
1
7
46
/
6
6
15
2
1
/
1
5
0
4
15
5
/
1
7
0
26
/
5
7
28
6
/
2
3
4
15
9
9
/
1
5
3
5
15
/
2
4
14
6
/
1
3
0
13
3
0
/
1
6
9
8
14
/
1
9
8
/
3
2
/
3
0
/
7
27
/
4
4
2
/
3
13
2
/
1
2
4
74
/
4
1
18
1
/
1
3
2
21
/
2
6
70
/
4
9
39
/
3
0
10
8
/
6
7
16
7
/
2
1
4
15
/
3
0
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/
5
13
9
/
1
0
3
21
9
/
1
0
6
12
/
1
1
4
/
2
6
16
/
4
3
15
/
5
4
28
/
2
3
1
16
/
3
4
59
/
7
5
13
/
4
3
16
/
4
4
31
/
1
7
8
32
/
6
5
0
/
4
11
/
2
0
65
/
4
0
20
3
/
1
8
1
24
/
4
4
31
/
8
4
16
2
7
/
1
4
1
5
37
7
/
4
0
6
16
5
9
/
1
6
4
2
47
/
1
3
2
56
/
2
0
5
16
6
/
3
6
1
43
4
/
5
2
1
14
/
1
1
10
5
6
/
1
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4
/
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25
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9
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34
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5
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-12 Exist Full Occ AM PM.xls\Figure (12/14/2016)
495 574 5 88
37 5 551 35 89
544 355 360 174 173
147 8 102 119
26 8 2 83
16 7 398 243
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
14 12 5 43
2 7 420 5 51
19 63 43 3 18
188 167 456 35 42
4 8 1 4 42
151 96 38 63
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
69 106
20 118 93 394 123
115 10 214 132 44
1 82 21 99
15 16 100
4 36
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 13
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Existing (2016) with Full Occupancy Peak Hour Volumes (Saturday)
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-13 Exist Full Occ Sat.xls\Figure (12/14/2016)
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B
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533 / 529 561 / 683 2 / 5 21 / 59
44 / 35 53 / 15 614 / 469 13 / 31 2 / 47
696 / 321 367 / 195 702 / 540 65 / 193 24 / 139
87 / 166 10 / 79 106 / 86 21 / 100
28 / 30 11 / 72 3 / 0 4 / 28
16 / 20 5 / 87 568 / 388 14 / 185
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
39 / 16 23 / 11 1 / 10 32 / 73
10 / 1 22 / 3 404 / 457 4 / 6 43 / 41
17 / 15 70 / 48 28 / 53 2 / 3 14 / 38
88 / 208 270 / 162 606 / 446 54 / 30 97 / 42
7 / 1 18 / 9 4 / 7 7 / 5 62 / 37
89 / 155 97 / 88 126 / 47 88 / 55
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
146 / 64 51 / 84
18 / 25 86 / 136 81 / 170 37 / 292 95 / 165
135 / 148 6 / 22 73 / 183 71 / 86 32 / 84
5 / 1 99 / 90 35 / 22 110 / 88
24 / 17 10 / 24 121 / 121 0 / 1
2 / 2 14 / 27
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 14
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Existing (2016) with Full Occupancy plus Project Peak Hour Volumes (AM/PM)
13
3
3
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6
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-14 Exist Full Occ+Proj AM PM.xls\Figure (12/14/2016)
500 581 5 88
37 5 557 35 89
544 355 360 174 173
147 9 102 119
26 8 2 83
16 7 401 243
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
14 12 5 45
2 7 422 6 53
19 63 43 4 20
213 167 459 35 42
4 8 1 5 43
176 96 38 63
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
69 106
20 118 134 394 123
115 10 214 132 85
1 82 21 99
15 21 150
4 36
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 15
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Existing (2016) with Full Occupancy plus Project Peak Hour Volumes (Saturday)
11
2
0
13
1
27
2
42
9
9
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-15 Exist Full Occ+Proj Sat.xls\Figure (12/14/2016)
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 32
This growth rate is consistent with the growth rate utilized in the Previous Analyses, which was
reached through consultation with City staff.
In addition to the inclusion of an ambient growth rate, anticipated traffic from nearby planned
developments that may utilize the study area roadway facilities by the time the project is planned to
be built and operational was considered in this analysis. At the time the Previous Analyses was
conducted, City staff provided information on one nearby cumulative development of a new car wash
within the Mobil gas station on the northeast corner of Seal Beach Boulevard and Rossmoor Center
Way/Plymouth Drive. Additional traffic from this development was not included in this analysis as
the traffic counts taken in October 2016 have taken into account the now existing car wash within the
Mobil gas station. The neighboring City of Los Alamitos was also contacted for information on
anticipated developments that may contribute traffic to study area facilities. Based on information
provided by City of Los Alamitos staff, traffic from the following cumulative projects in the City of
Los Alamitos was included in this analysis:
• Village 605 – 3131 Katella Avenue
○ Replacement of existing office use with the construction of a 113,800 sf neighborhood retail
center within seven buildings.
• Fairfield Inn & Suites – 10650 Los Alamitos Boulevard
○ Construction of a 108-room hotel.
Specific traffic information from these cumulative projects was provided by City of Los Alamitos
staff. Figures 16 and 17 show the resulting Project Completion Year (2018) with Full Occupancy
conditions weekday a.m., p.m., and weekend midday peak hour traffic volumes.
Traffic from the proposed project was then added to assess any near-term deficiencies. Figures 18 and
19 show Project Completion Year (2018) with Full Occupancy plus Project conditions weekday a.m.,
p.m., and weekend midday peak hour traffic volumes.
Summaries of Project Completion Year (2018) with Full Occupancy without and with Project traffic
LOS for study area intersections and roadway segments are presented in Tables I and J, respectively.
As the tables show, all study area intersections and roadway segments are anticipated to operate at
satisfactory LOS (D or better) under Project Completion Year (2018) with Full Occupancy
conditions, without and with the proposed project.
Intersection LOS worksheets for Project Completion Year (2018) with Full Occupancy without and
with Project scenarios are included in Appendix B while roadway LOS worksheets are included in
Appendix C.
FUTURE (2035) GENERAL PLAN BUILDOUT CONDITIONS
Traffic conditions for the future long-range condition, corresponding to the buildout of the City’s
General Plan, were analyzed in the study. The traffic volumes for Future (2035) General Plan
Buildout traffic conditions were developed based on an annual growth rate applied to the Existing
(2016) weekday a.m., p.m., and weekend peak-hour traffic volumes at study intersections and
539 / 530 565 / 683 2 / 5 21 / 60
44 / 35 54 / 15 617 / 481 13 / 31 2 / 47
703 / 324 371 / 197 709 / 545 66 / 195 24 / 140
88 / 168 9 / 78 107 / 95 21 / 101
28 / 30 11 / 73 3 / 0 4 / 28
16 / 20 5 / 88 573 / 389 14 / 187
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
39 / 16 29 / 20 1 / 10 31 / 72
10 / 1 22 / 3 407 / 458 3 / 5 42 / 39
17 / 15 71 / 48 28 / 54 2 / 2 13 / 36
78 / 186 282 / 173 611 / 447 55 / 30 98 / 42
7 / 1 18 / 9 4 / 7 6 / 4 62 / 35
79 / 131 98 / 89 127 / 47 89 / 56
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
147 / 65 52 / 85
18 / 25 87 / 137 59 / 107 37 / 295 96 / 167
136 / 149 6 / 22 74 / 185 71 / 86 9 / 20
5 / 1 100 / 91 35 / 22 111 / 89
24 / 17 7 / 17 99 / 73 0 / 1
2 / 2 14 / 27
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 16
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Project Completion Year (2018) with Full Occupancy Peak Hour Volumes (AM/PM)
14
6
7
/
1
0
8
0
73
/
1
2
8
16
8
/
3
6
5
44
0
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5
2
9
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1
1
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6
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1
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4
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9
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1
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-16 OY NP AM PM.xls\Figure (12/14/2016)
504 585 5 89
37 5 572 35 90
549 359 364 176 175
148 8 111 120
26 8 2 84
16 7 402 245
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
14 21 5 43
2 7 424 5 52
19 64 43 3 18
190 178 461 35 42
4 8 1 4 42
153 97 38 64
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
70 107
20 119 94 398 124
116 10 216 133 44
1 83 21 100
15 16 101
4 36
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 17
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Project Completion Year (2018) with Full Occupancy Peak Hour Volumes (Saturday)
11
2
6
13
2
27
5
42
8
9
11
1
4
17 15
2
38
115
13
7
7
10
9
12
7
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36
6
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3
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4
29
4
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3
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5 3970
53 34
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43 65
21
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3 72 95 1726
2 91 36
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1 29444738
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-17 OY NP Sat.xls\Figure (12/14/2016)
542 / 537 569 / 694 2 / 5 21 / 60
44 / 35 54 / 15 620 / 490 13 / 31 2 / 47
703 / 324 371 / 197 709 / 545 66 / 195 24 / 140
88 / 168 10 / 80 107 / 95 21 / 101
28 / 30 11 / 73 3 / 0 4 / 28
16 / 20 5 / 88 574 / 392 14 / 187
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
39 / 16 29 / 20 1 / 10 32 / 74
10 / 1 22 / 3 408 / 462 4 / 6 43 / 41
17 / 15 71 / 48 28 / 54 2 / 3 14 / 38
89 / 210 282 / 173 612 / 450 55 / 30 98 / 42
7 / 1 18 / 9 4 / 7 7 / 5 63 / 37
90 / 156 98 / 89 127 / 47 89 / 56
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
147 / 65 52 / 85
18 / 25 87 / 137 82 / 171 37 / 295 96 / 167
136 / 149 6 / 22 74 / 185 71 / 86 32 / 84
5 / 1 100 / 91 35 / 22 111 / 89
24 / 17 10 / 24 122 / 122 0 / 1
2 / 2 14 / 27
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 18
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Project Completion Year (2018) with Full Occupancy plus Project Peak Hour Volumes (AM/PM)
14
6
9
/
1
0
8
5
73
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-18 OY WP AM PM.xls\Figure (12/14/2016)
509 592 5 89
37 5 578 35 90
549 359 364 176 175
148 9 111 120
26 8 2 84
16 7 405 245
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
14 21 5 45
2 7 426 6 54
19 64 43 4 20
215 178 464 35 42
4 8 1 5 43
178 97 38 64
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
70 107
20 119 135 398 124
116 10 216 133 85
1 83 21 100
15 21 151
4 36
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 19
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Project Completion Year (2018) with Full Occupancy plus Project Peak Hour Volumes (Saturday)
11
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4
P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-19 OY WP Sat.xls\Figure (12/14/2016)
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Speed (mph)
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Speed (mph)
Density
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Speed (mph)
Density
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Speed (mph)
DensityLOS Speed (mph)DensityLOS
NB
4
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5
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5
C
4
5
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0
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6
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B
4
5
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0
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NB
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0
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C
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4
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0
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4
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4
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4
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1
3
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4
5
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0
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3
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4
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4
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4
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4
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4
5
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0
1
3
.
5
B
4
5
.
0
1
3
.
6
B
4
5
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0
1
3
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2
B
4
5
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0
1
3
.
6
B
4
5
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0
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5
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0
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4
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0
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2
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LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 39
roadway segments to represent a 19-year horizon. In the Previous Analyses, the development of the
Future (2035) General Plan Buildout baseline volumes were initially based on an estimated annual
growth rate of 0.2 percent per year based on the growth along Seal Beach Boulevard using OCTAM.
However, based on discussions with City staff, a growth rate of 0.5 percent per year was applied over
the time frame between Existing and Future (2035) General Plan Buildout traffic conditions to
provide a conservative traffic analysis. This analysis has forecast future volumes consistent with this
previously agreed upon approach.
To account for the fully occupied retail center, the trip assignment generated earlier for the
unoccupied restaurant was manually added to the Future (2035) General Plan Buildout traffic
volumes to develop the volumes for the Future (2035) General Plan Buildout with Full Occupancy
condition. The LOS at the study area intersections and roadway segments were identified based on
these data. Figures 20 and 21 show the Future (2035) General Plan Buildout with Full Occupancy
peak hour volumes at the study area intersections for weekday and weekend conditions, respectively.
Intersection turning movement volumes resulting from the addition of the proposed project are shown
in Figures 22 and 23 for weekday and weekend conditions, respectively.
Tables K and L present summaries of Future (2035) General Plan Buildout with Full Occupancy
without and with Project LOS for study area intersections and roadway segments. As Tables K and L
demonstrate, all study area intersections and roadway segments are anticipated to operate at
satisfactory LOS (D or better) under Future (2035) General Plan Buildout with Full Occupancy
without and with Project conditions. Intersection LOS worksheets for Future (2035) General Plan
Buildout without and with Project scenarios are included in Appendix B while roadway LOS
worksheets are included in Appendix C.
As Table K shows, the addition of project traffic at the intersection of Seal Beach Boulevard and
Rossmoor Center Way results in an ICU increase that meets the City’s threshold of significance of
0.040 during the weekday p.m. peak hour. It should be noted this intersection is anticipated to operate
at an acceptable LOS C or better under all peak hours in the Future (2035) General Plan Buildout
with Full Occupancy with Project conditions. As all study area intersections and roadway facilities
are anticipated to operate at satisfactory LOS from Existing (2016) to Future (2035) General Plan
Buildout with Full Occupancy plus Project traffic conditions, operational improvements aimed at
alleviating LOS deficiencies are not warranted and have not been recommended.
Existing queuing issues that occur in the northbound left-turn lane at the intersection of Seal Beach
Boulevard and Rossmoor Center Way are anticipated to be alleviated by the project’s proposed
improvement to the northbound left-turn lane. Although this northbound left-turn queuing is an
existing concern, the project will improve the stacking distance to alleviate existing and anticipated
queues.
ON-SITE CIRCULATION AND QUEUING
This section presents the results of the site access assessment conducted for Existing (2016) with Full
Occupancy without and with Project conditions. As presented previously in this report, both project
driveways and site-adjacent intersections are anticipated to operate at satisfactory LOS for all analysis
scenarios.
584 / 574 612 / 739 2 / 5 23 / 65
48 / 38 58 / 16 668 / 519 14 / 34 2 / 51
762 / 351 402 / 214 769 / 591 71 / 211 26 / 152
95 / 182 10 / 84 116 / 102 21 / 108
31 / 33 12 / 79 3 / 0 4 / 31
18 / 22 5 / 95 621 / 422 15 / 203
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
43 / 18 31 / 21 1 / 11 34 / 78
11 / 1 24 / 3 441 / 496 3 / 5 46 / 43
19 / 16 77 / 53 31 / 58 2 / 2 14 / 39
84 / 201 305 / 186 662 / 485 59 / 33 106 / 46
8 / 1 20 / 10 4 / 8 7 / 4 67 / 38
85 / 142 106 / 96 138 / 51 96 / 60
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
160 / 70 56 / 92
20 / 27 94 / 149 64 / 116 41 / 320 104 / 181
148 / 162 7 / 24 80 / 200 74 / 91 10 / 22
5 / 1 108 / 99 38 / 24 120 / 96
26 / 19 8 / 19 107 / 79 0 / 1
2 / 2 15 / 30
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 20
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Future (2035) General Plan Buildout with Full Occupancy Peak Hour Volumes (AM/PM)
15
0
1
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-20 GP NP AM PM.xls\Figure (12/14/2016)
545 633 5 96
41 5 619 38 97
596 389 394 191 189
161 9 120 128
28 9 2 91
18 8 436 266
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
15 22 5 47
2 8 460 5 56
21 69 47 3 20
206 192 499 38 46
4 9 1 4 46
165 105 41 69
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
76 116
22 129 102 431 135
126 11 234 140 48
1 90 23 108
16 18 110
4 39
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 21
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Future (2035) General Plan Buildout with Full Occupancy Peak Hour Volumes (Saturday)
15
1
3
16
0
5
55
7
17
0
7
39
4
22
2
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1
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2 32485141
19
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1
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316
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2
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-21 GP NP Sat.xls\Figure (12/14/2016)
587 / 581 616 / 750 2 / 5 23 / 65
48 / 38 58 / 16 671 / 528 14 / 34 2 / 51
762 / 351 402 / 214 769 / 591 71 / 211 26 / 152
95 / 182 11 / 86 116 / 102 21 / 108
31 / 33 12 / 79 3 / 0 4 / 31
18 / 22 5 / 95 622 / 425 15 / 203
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
43 / 18 31 / 21 1 / 11 35 / 80
11 / 1 24 / 3 442 / 500 4 / 6 47 / 45
19 / 16 77 / 53 31 / 58 2 / 3 15 / 41
95 / 225 305 / 186 663 / 488 59 / 33 106 / 46
8 / 1 20 / 10 4 / 8 8 / 5 68 / 40
96 / 167 106 / 96 138 / 51 96 / 60
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
160 / 70 56 / 92
20 / 27 94 / 149 87 / 180 41 / 320 104 / 181
148 / 162 7 / 24 80 / 200 74 / 91 33 / 86
5 / 1 108 / 99 38 / 24 120 / 96
26 / 19 11 / 26 130 / 128 0 / 1
2 / 2 15 / 30
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 22
Legend
123 / 456 AM / PM Volume Health Club within The Shops at Rossmoor
Future (2035) General Plan Buildout with Full Occupancy plus Project Peak Hour Volumes (AM/PM)
15
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P:\MPA1401\OCTOBER 2016 REFRESH\Figures\Fig-22 GP WP AM PM.xls\Figure (12/14/2016)
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28 9 2 91
18 8 439 266
1Seal Beach Blvd/I-405 SB Ramps2Seal Beach Blvd/I-405NB Ramps3Seal Beach Blvd/Lampson Av4Seal Beach Blvd/Saint Cloud Dr5Seal Beach Blvd/Town Center Dr
15 22 5 49
2 8 462 6 58
21 69 47 4 22
231 192 502 38 46
4 9 1 5 47
190 105 41 69
6Seal Beach Blvd/Rossmoor Center Wy7Seal Beach Blvd/Bradbury Rd8Yellowtail Dr/Saint Cloud Dr9Montecito Rd/Copa De Oro Dr10Montecito Rd/Rossmoor Center Wy
76 116
22 129 143 431 135
126 11 234 140 89
1 90 23 108
16 23 160
4 39
11Montecito Rd/Bradbury Rd12West Rd/Rossmoor Center Wy13Internal Dwy/Rossmoor Center Wy14Internal Dwy/Town Center Dr15Project Dwy/Rossmoor Center Wy
FIGURE 23
Legend
123 Saturday Volume Health Club within The Shops at Rossmoor
Future (2035) General Plan Buildout with Full Occupancy plus Project Peak Hour Volumes (Saturday)
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4
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LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 46
Site Adjacent Driveways and Circulation (Rossmoor Park)
Based on the intersection and roadway analysis and observations made by LSA staff, the section of
Rossmoor Center Way adjacent to the project site between Montecito Road and the internal
driveways into Pei Wei and Sprouts operate at desirable levels of traffic. The amount of traffic on this
segment of Rossmoor Center Way is lower than the segment of Rossmoor Center Way just west of
Seal Beach Boulevard. Specifically, 2,620 vehicles were counted in a 24 hour period on Tuesday,
October 18, 2016 on Rossmoor Center Way between Montecito Road and the Sprouts and Pei Wei
driveways while 8,267 vehicles were counted in the same period on Rossmoor Center Way between
the Sprouts and Pei Wei driveways and Seal Beach Boulevard. In an effort to provide perspective on
what these volumes mean for traffic, the City considers 12,500 vehicles per day to be the capacity for
a two-lane undivided roadway like the segment of Rossmoor Center Way between Montecito Road
and the Sprouts and Pei Wei driveways.
Additionally, weekday a.m., p.m., and weekend mid-day peak hour counts at the unsignalized
Rossmoor Park outbound only driveway to the north of the site revealed a maximum of 46 peak hour
vehicles leaving the residences during any peak hour. This translates to approximately 1 vehicle
leaving the Rossmoor Park residential development every 78 seconds during the weekday p.m. peak
hour. Combined with the daily volumes counted on Rossmoor Center Way directly in front of this
driveway, which are within the 12,500 vehicles per day capacity, the operations at this location and
along this segment are considered acceptable and would not result in unacceptable interruptions in
vehicular move ments because of traffic.
It needs to be clarified that this does not apply to the segment of Rossmoor Center Way between the
Sprouts and Pei Wei driveways and Seal Beach Boulevard which see more than three times the daily
traffic of the segment discussed above. Further analysis of the segment of Rossmoor Center Way
between the Sprouts and Pei Wei driveways and Seal Beach Boulevard and the overall traffic
operations at the intersection of Seal Beach Boulevard and Rossmoor Center Way are the focus of the
following analysis.
Rossmoor Center Way and Shops at Rossmoor Access and Circulation
As part of the site access assessment, existing and potential turn-pocket queuing issues at site access
points and site-adjacent intersections were analyzed using the SimTraffic (Version 9.1) software.
SimTraffic is analysis software that provides a microscopic model that more accurately simulates real
world conditions as compared to macroscopic analysis tools such as Traffix. SimTraffic tracks and
collects measures of effectiveness for each vehicle in a traffic system during a simulation. Due to
variability that arises from simulations of this nature, multiple simulation runs for each analysis
scenario have been averaged in order to draw representative queuing results. This method more
accurately measures the full impact of queuing and blocking of traffic.
Table M shows queuing results for Existing (2016) with Full Occupancy without and with Project
traffic conditions and indicates all existing peak-hour queues at site access points and site-adjacent
intersections are anticipated to be sufficiently stored by existing facilities with the exception of the
northbound left-turn pocket at the intersection of Seal Beach Boulevard and Rossmoor Center Way.
The existing weekday p.m. and weekend midday 95th percentile peak-hour queues extend past the
storage provided by the existing northbound left-turn pocket. The northbound left-turn pocket
Table M: Site Access Queuing Summary
AM
NBL105103190168
EBL230113213185
EBTR230788187
EBLT190514856
EBTR190515052
WBLTR23089165156
NBL250107198176
EBL230128240200
EBTR2308296103
EBLT190505653
EBTR190495359
WBLTR23096200172
NBL250115224210
EBLT230121231223
EBR15058168168
EBLTR190587380
WBLT23077180145
WBR230555864
EBLT190505055
EBTR190505056
WBLTR23085189164
(Shade) = Exceeds existing storage length
IntersectionMovement Storage Length
95th Percentile Queue (ft)
PMSat Mid-day
Existing (2016) with Full Occupancy
Existing Signal Timing
6Seal Beach Boulevard/Rossmoor Center Way
13Internal Driveway/Rossmoor Center Way
Existing (2016) with Full Occupancy plus Project
Existing Signal Timing
6Seal Beach Boulevard/Rossmoor Center Way
13Internal Driveway/Rossmoor Center Way
Rossmoor Center Way Reconfiguration (Two Westbound Lanes, One Eastbound Lane and Dedicated Right-Turn Lane)
6Seal Beach Boulevard/Rossmoor Center Way
13Internal Driveway/Rossmoor Center Way
Addition of Right-In Only Driveway on Seal Beach Boulevard
Storage Length = Storage length as measured from stop bar to the end of lane striping, ft = feet, NB = northbound, EB = eastbound, L = left, T = through, R = right
13Internal Driveway/Rossmoor Center Way
P:\MPA1401\OCTOBER 2016 REFRESH\xls\TIA Tables.xls\M .
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 48
currently provides 105 feet of storage with a 100-foot transition. However, as Table M shows, a
potential queue of 190 feet (without the project) during the weekday p.m. peak hour could spill back
into the adjacent through lane.
Because this northbound left-turn lane will be improved by the project applicant concurrent with
project implementation, the added project traffic to this queue is not anticipated to spill back into the
adjacent through lane. The addition of traffic associated with the project to this movement is
anticipated to result in a 95th percentile queue of 198 feet during the weekday p.m. peak hour. It
should be noted that anticipated queue lengths are not directly correlated to their associated volumes
as queuing for a given movement is also dependent on traffic signal operations.
This existing queuing issue is anticipated to continue into future analysis scenarios if the northbound
left-turn pocket is not lengthened. All other site access points and site-adjacent intersections are
anticipated to be sufficiently served by existing facilities. SimTraffic queuing worksheets for both
Existing (2016) with Full Occupancy without and with Project conditions are provided in
Appendix E.
Eastbound and westbound queues on the segment of Rossmoor Center Way between the internal
driveway and Seal Beach Boulevard are shown as adequately accommodated in Table M for both
Existing (2016) with Full Occupancy without and with Project conditions. However, field
observations and experience with this segment reveal that vehicles on occasion fill up the 230 feet
between the driveways to the Shops at Rossmoor and Seal Beach Boulevard. The lack of overflow
shown in the analysis may be a function of vehicles staying in the upstream northbound left and
southbound right movements on Seal Beach Boulevard in order to avoid illegally blocking the
intersection. The queues in Table M show that anticipated inbound queues reach 200 feet in the
weekday p.m. peak hour, a length that is less than 40 feet from filling up the entire available inbound
lane. The operations of this segment of Rossmoor Center Way affect the upstream northbound left-
turn queues, which have been identified in Table M as exceeding the currently available storage in
without project conditions.
PROJECT OFF-SITE IMPROVEMENTS
As part of the proposed project, two off-site improvements to access facilities will be implemented.
These include the lengthening of the northbound left-turn pocket at the intersection of Seal Beach
Boulevard and Rossmoor Center Way to 250 feet and the widening of Rossmoor Center Way between
the internal driveway and Seal Beach Boulevard. At the community’s request, an optional
improvement was evaluated to include the construction of an additional inbound-only driveway on
Seal Beach Boulevard south of Rossmoor Center Way. This section provides details on these project
off-site improvements.
Northbound Left-Turn Pocket Lengthening
The northbound left-turn movement is currently experiencing queues that could extend past the
existing left-turn pocket during periods of peak demand. The provision of dual left-turn lanes is one
possible solution to long queues. However, if an unequal utilization of the left-turn lanes were
probable, the effectiveness of providing two lanes would be greatly diminished. In addition, right-of-
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 49
way may be necessary to implement dual left-turn lanes. In these circumstances, extending the queue
available to the single lane may be a better option. As previously referenced Table M shows, the
northbound left-turn pocket would require a storage length of approximately 190 feet (an extension of
85 feet) to accommodate Existing (2016) with Full Occupancy peak-hour queues and a storage length
of approximately 198 feet (an extension of 93 feet) to accommodate Existing (2016) with Full
Occupancy plus Project peak-hour queues. As illustrated in Figure 24, the existing landscaped median
along Seal Beach Boulevard would require modification and possibly vacation in order to provide the
recommended storage length. As shown in Figure 24, a storage length of 250 feet (an extension of
145 feet) would not reduce the existing 100-foot southbound left-turn pocket providing access to the
adjacent Target shopping center, but may create a situation where the two adjacent left-turn pockets
would effectively be “back to back.”
As shown in Table N, the proposed project’s contribution to this existing and future queuing
deficiency is at most, 17 percent during any peak hour under Existing (2016) with Full Occupancy
plus Project conditions.
Table N: Project Traffic Contribution
Intersection Peak Hour
2016 FO+P
NB Left-
Turn
Volume
Project NB
Left-Turn
Volume
Project %
of NB Left-
Turn
Volume
6 Seal Beach Boulevard/Rossmoor Center
Way
AM 76 11 14%
PM 192 33 17%
Saturday 224 21 9%
Bold = Highest peak-hour project percentage; NB = northbound; FO+P = Full Occupancy Plus Project
Reconfiguration of Rossmoor Center Way (Two Westbound Lanes and One Eastbound
Lane plus Dedicated Right-Turn Lane)
As illustrated on Figure 25, an improvement to reduce the westbound queuing on Rossmoor Center
Way between the internal driveway and Seal Beach Boulevard is to increase the capacity for vehicles
entering the project site at Rossmoor Center Way/Seal Beach Boulevard. Providing two inbound
lanes (460 feet) would increase the storage for incoming vehicles and reduce the chance that vehicles
would back out onto Seal Beach Boulevard. As shown in previously referenced Table M, the addition
of a second westbound lane along Rossmoor Center Way will reduce westbound (inbound) queue
lengths to approximately 180 feet (from 200 feet) in the new westbound shared left-turn/through lane
and approximately 64 feet in the new westbound right-turn lane. This would mean that the total queue
in both lanes, 244 feet, would fit within the total capacity of both lanes (460 feet). However, the
restriction of the eastbound lanes along Rossmoor Center Way is anticipated to lengthen eastbound
(outbound) queues.
The constraint of this improvement is that the two outbound lanes, which provide 460 feet of storage
(230 feet in each lane; from Sprouts/Pei Wei to Seal Beach Boulevard), would be reduced to 1 lane
and a dedicated right-turn lane (approximately 380 feet of storage, 230 feet in the shared through left-
turn lane and 150 feet in the right-turn lane).
FIGURE24
RecommendedTurn Pocket ExtensionSOURCE: Google Earth
FEET
60300
N
Health Club within The Shops at Rossmoor
LEGEND
- Recommended Turn Pocket Extension
- ExistingTurn Pocket Storage
- Recommended Turn Pocket Storage
- Recommended Extension
ROSSMOOR CENTER WAYROSSMOOR CENTER WAY
SE
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I:\MPA1401\G\Turn Pocket Extension.cdr (3/3/2017)
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FIGURE25
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LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 52
As Table M shows, the eastbound (outbound) queues at the intersection of Seal Beach Boulevard and
Rossmoor Center Way would be approximately 231 feet (from 240 feet) in the eastbound shared left-
turn/through lane and approximately 168 feet (from 96 feet) in the eastbound right-turn lane. The
traffic and queueing analysis describes how vehicles on occasion back up past the internal
intersection due to the queue of vehicles waiting for the green light at Rossmoor Center Way/Seal
Beach Boulevard. Based on our observations, the majority of vehicles turn left at the intersection.
Optional Improvement - Addition of Right-In Only Driveway on Seal Beach Boulevard
Based on community input, an alternative to improving the westbound queuing on the segment of
Rossmoor Center Way was evaluated. An additional access point into the retail center would decrease
the number of vehicles using this segment. This alternative proposes an inbound only driveway south
of Rossmoor Center Way near the existing Subway restaurant, as illustrated on Figure 26. This
improvement was evaluated as an alternative to the Rossmoor Center Way improvements discussed
above.
Southbound vehicles attempting to reach the Sprouts side of the retail center would most likely use
this access point. These vehicles have been singled out as they would be the most likely vehicles
entering the retail center to benefit from an additional entry point as southbound vehicles attempting
to reach the Pei Wei side of the retail center would most likely make a southbound right at the
unsignalized driveway near the California Pizza Kitchen. Northbound left-turning vehicles would be
less likely to benefit from an additional entry point to the retail center as there is already an
unsignalized driveway into the retail center near the California Pizza Kitchen.
For the purposes of this analysis, half of the southbound right-turning vehicles that would ultimately
make a westbound left into the Sprouts side of the retail center are thought to potentially utilize this
driveway. The number of southbound right-turning vehicles that would ultimately make a westbound
left into the Sprouts side of the retail center was calculated by multiplying the proportion of inbound
vehicles making a left into Sprouts of all inbound vehicles by the number of southbound right-turning
vehicles. This number was then divided in half in order to arrive at the number of vehicles that would
utilize the new inbound only driveway. As shown on Figure 26, 15 weekday a.m., 46 weekday p.m.,
and 58 weekend midday peak-hour vehicles are anticipated to utilize this new inbound driveway.
As previously referenced Table M shows, this new driveway is anticipated to reduce the westbound
queue on Rossmoor Center Way to 189 feet (from 200 feet) in the weekday p.m. peak-hour and 164
feet (from 172 feet) in the weekend midday peak-hour.
It should be noted that this SimTraffic analysis cannot take into account the number of additional
southbound right-turning vehicles that may be diverted to the new entry to the south due to instances
of peak congestion. The assumption of half of these southbound right-turning vehicles into Sprouts
was arrived at based on anticipated travel patterns and does not take into consideration atypical traffic
conditions of inbound vehicles while traveling southbound on Seal Beach Boulevard. Passing
instances where the westbound queue on Rossmoor Center Way may be full may incentivize a larger
proportion of such southbound right-turning vehicles to utilize the proposed inbound driveway to the
south. All SimTraffic site access queuing worksheets and arterial coordination worksheets are
included in Appendix E.
FIGURE26
Addition of Right-In Only DrivewayAlternativeSOURCE: robinson hill architecture, inc.
N
Health Club within The Shops at Rossmoor
I:\MPA1401\G\SBB-RI-Only Driveway.cdr (2/22/2017)
15//5846
XX//ZZYY
LEGEND
-//Saturday Peak HourTripsMorningAfternoon
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17» 54
Based on the analysis described above, either off-site improvement alternative is anticipated to
improve vehicular access to both the project site and the Shops at Rossmoor. However, upon
discussions with City staff and the City’s transportation consultant, further investigation of the
feasibility of the alternative improvement was conducted. The City required a 120-foot deceleration
lane on Seal Beach Boulevard in order to allow the new driveway. This investigation revealed the
following challenges of implementing the new driveway and right-in only lane:
• Adding a deceleration lane could pose considerable conflicts with existing public utilities which
would render this option financially infeasible;
• A new driveway would result in a reduction of onsite parking spaces;
• Several of the operating tenants will have to grant their approval for the design;
• The utilization of the new driveway is less than 50 inbound peak hour vehicles.
Due to these challenges associated with the Seal Beach Boulevard driveway and right-in only
improvement, this alternative was not considered feasible. The Rossmoor Center Way widening
alternative is considered to be the feasible and thus preferred improvement alternative.
CONCLUSIONS
This traffic/circulation analysis was prepared for a study area along Seal Beach Boulevard north of
I-405 in order to identify any potential traffic impacts resulting from the development of the proposed
health club within the Shops at Rossmoor. The study included analysis of intersections and roadway
segments along Seal Beach Boulevard and local access roads adjacent to the proposed project.
The LOS at 15 intersections and 11 roadway segments within the study area for 7 scenarios were
analyzed and physical and/or operational improvements were not recommended, as all facilities were
found to meet the City’s LOS standards.
A queuing analysis of site-access points and site-adjacent intersections found that all peak-hour
queues are anticipated to be sufficiently stored by existing facilities with the exception of the
northbound left-turn pocket at the intersection of Seal Beach Boulevard and Rossmoor Center Way.
The extension of the existing northbound left-turn pocket from 105 feet to 250 feet by the project
applicant is anticipated to alleviate this existing and anticipated queuing deficiency. Additionally,
project off-site improvements to access facilities will include the widening of Rossmoor Center Way
between the internal driveway and Seal Beach Boulevard. At the community’s request, an optional
improvement was evaluated for the construction of an additional inbound-only driveway and right
turn deceleration lane on Seal Beach Boulevard south of Rossmoor Center Way. This improvement,
however, was determined to be infeasible based on several factors. The proposed Rossmoor Center
Way improvement, in conjunction with the extension of the northbound left-turn pocket at the
intersection of Seal Beach Boulevard and Rossmoor Center Way, will improve vehicular access to
both the project site and the Shops at Rossmoor.
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17»
APPENDIX A
EXISTING TRAFFIC COUNTS
La
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s
0
3
1
Ci
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y
:
AM
72
1
4
4
9
4
2
8
AM
NO
O
N
0
0
0
NO
O
N
PM
12
7
1
0
6
6
5
1
6
PM
AM
N
O
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N
P
M
AM
N
O
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N
P
M
La
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s
52
5
0
5
1
7
1
44
0
3
5
0.
5
0.
5
87
0
1
6
6
69
6
0
3
2
1
1.
5
1
28
0
3
0
0.
5
16
0
2
0
La
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s
AM
N
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N
P
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AM
N
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N
P
M
AM
14
1
0
5
1
1
6
6
AM
NO
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N
0
0
0
NO
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N
PM
11
1
4
4
5
3
6
1
PM
1
3
1
La
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AM
NO
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N
NO
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N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
13
0
0
1
7
3
1
2
6
5
0
8
7
3
13
1
0
2
1
6
6
2
2
0
9
0
7
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
32
2
4
18
1
7
19
4
9
14
0
7
21
6
1
0
So
u
t
h
L
e
g
38
9
26
1
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
38
3
7
18
8
7
33
9
2
0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
12
3
1
0
0
21
2
8
17
0
9
We
s
t
L
e
g
0
We
s
t
L
e
g
17
8
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
21
6
1
0
14
0
7
No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
36
1
2
0
7:
0
0
P
M
16
6
3
0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
1
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
n
d
I
-
4
0
5
S
B
R
a
m
p
s
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
90
7
16
6
3
0
21
2
8
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
43
0
P
M
13
0
0
1
7
3
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
62
2
0
71
5
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
I-
4
0
5
S
B
R
a
m
p
s
La
n
e
s
0
3
1
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
13
1
1
1
1
0
4
1
1
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
4
8
8
0
1
0
3
7
0
0.
5
0.
5
0
1
4
7
0
0
5
4
4
0
1.
5
1
0
2
6
0
0.
5
0
1
6
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
9
1
0
9
7
2
7
2
NO
O
N
PM
0
0
0
PM
1
3
1
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
1
7
7
0
0
1
0
6
9
0
0
1
8
9
0
0
7
0
9
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 00
16
5
2
So
u
t
h
L
e
g
0
0
3
6
6
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0
30
4
8
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
16
7
0
1
3
7
8
0
0
We
s
t
L
e
g
17
7
8
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0
16
7
0
0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0
33
8
4
NO
N
E
0
17
3
2
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
0
0
1
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
n
d
I
-
4
0
5
S
B
R
a
m
p
s
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
0
0
17
3
2
0
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
0
1
7
7
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
7
0
9
11
3
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
I-
4
0
5
S
B
R
a
m
p
s
La
n
e
s
1
3
1
Ci
t
y
:
AM
46
3
1
5
6
5
3
2
8
AM
NO
O
N
0
0
0
NO
O
N
PM
37
0
1
4
3
9
3
1
3
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
54
9
0
6
6
4
1.
5
53
0
1
5
0.
5
1
7
0
7
5
36
7
0
1
9
5
2
1
11
0
7
2
1
5
0
8
7
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
11
0
1
1
9
6
3
4
8
AM
NO
O
N
0
0
0
NO
O
N
PM
41
1
5
3
6
5
5
5
PM
2
3
1
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
62
6
0
4
2
6
9
6
9
0
8
7
4
23
0
2
3
4
6
8
7
0
9
4
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
38
5
3
21
3
2
23
5
6
17
2
1
19
3
7
0
So
u
t
h
L
e
g
66
0
64
9
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
43
9
7
16
5
6
35
9
1
0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
16
5
4
0
0
22
7
5
21
2
2
We
s
t
L
e
g
0
We
s
t
L
e
g
18
1
4
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
19
3
7
0
17
2
1
No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
41
0
8
0
7:
0
0
P
M
17
5
2
0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
2
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
n
d
I
-
4
0
5
N
B
R
a
m
p
s
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
94
0
17
5
2
0
22
7
5
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
50
0
P
M
62
6
0
4
2
6
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
68
7
0
71
5
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
I-
4
0
5
N
B
R
a
m
p
s
La
n
e
s
1
3
1
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
23
9
1
2
9
3
2
5
4
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
5
6
4
0
1.
5
0
5
0
0.
5
1
0
6
0
0
3
5
5
0
2
1
0
8
0
1
0
7
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
15
1
3
4
7
3
7
7
NO
O
N
PM
0
0
0
PM
2
3
1
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
2
5
9
0
0
9
2
4
0
0
2
1
0
0
6
3
9
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 00
17
8
6
So
u
t
h
L
e
g
0
0
2
8
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0
33
9
4
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
16
5
5
1
7
3
9
0
0
We
s
t
L
e
g
15
6
3
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0
16
5
5
0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0
37
0
3
NO
N
E
0
19
1
7
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
0
0
2
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
n
d
I
-
4
0
5
N
B
R
a
m
p
s
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
0
0
19
1
7
0
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
0
2
5
9
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
6
3
9
11
3
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
I-
4
0
5
N
B
R
a
m
p
s
La
n
e
s
0
3
2
Ci
t
y
:
AM
0
1
6
5
3
2
9
6
AM
NO
O
N
0
0
0
NO
O
N
PM
0
1
5
9
1
6
3
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
60
5
0
4
5
4
1
0
0
0
0
0
0
0
0
70
2
0
5
4
0
2
0
0
0
0
0
0
0
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
1
4
4
5
3
0
5
AM
NO
O
N
0
0
0
NO
O
N
PM
0
1
6
9
1
5
4
4
PM
0
3
1
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
0
0
1
3
0
7
0
9
9
4
0
0
0
6
0
1
0
1
1
7
4
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
43
6
6
22
3
5
19
4
9
21
3
1
23
5
5
0
So
u
t
h
L
e
g
0
0
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
43
6
6
19
0
8
41
0
5
0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
17
5
0
0
0
21
4
5
22
2
1
We
s
t
L
e
g
0
We
s
t
L
e
g
21
6
8
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
23
5
5
0
21
3
1
No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
39
9
9
0
7:
0
0
P
M
20
5
0
0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
3
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
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50
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Seal Beach Blvd
AM
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Tu
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s
d
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y
Westbound Approach
Se
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Ci
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0
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AM
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N
0
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5
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NO
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N
PM
0
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PM
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6
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La
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AM
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AM
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AM
0
0
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AM
NO
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0
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5
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6
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La
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AM
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PM
PM
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0
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AM
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AM
AM
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NO
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PM
PM
0
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19
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No
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36
7
8
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17
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0
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To
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&
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8
0 No
r
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NO
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To
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AM
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16
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7
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NO
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NO
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PM
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11
:
0
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A
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Da
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:
Eastbound Approach
Se
a
l
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0
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Si
g
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CO
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0
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Seal Beach Blvd
AM
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a
k
H
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r
Sa
t
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d
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y
Westbound Approach
Se
a
l
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4
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Pr
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#
:
10
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2
2
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2
0
1
6
La
m
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La
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s
0
3
1
Ci
t
y
:
AM
46
1
3
0
1
4
AM
NO
O
N
0
0
0
NO
O
N
PM
66
1
6
4
9
5
PM
AM
N
O
O
N
P
M
AM
N
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N
P
M
La
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2
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3
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1
10
6
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65
0
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9
3
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3
0
3
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2
56
7
0
3
8
5
La
n
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s
AM
N
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O
N
P
M
AM
N
O
O
N
P
M
AM
37
7
1
6
3
3
4
7
AM
NO
O
N
0
0
0
NO
O
N
PM
40
6
1
6
1
7
1
3
2
PM
2
3
0
La
n
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s
AM
AM
NO
O
N
NO
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N
PM
PM
AM
N
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AM
N
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43
6
0
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67
6
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1
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4
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3
7
AM
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AM
N
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AM
AM
NO
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N
NO
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PM
PM
43
8
2
21
5
5
13
5
1
22
2
7
19
3
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So
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g
97
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11
1
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0
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No
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34
2
8
13
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39
9
0
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So
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20
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36
6
En
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To
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&
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No
r
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19
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3
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No
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d
A
p
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9:
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NO
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30
9
2
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0
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17
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To
t
a
l
V
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s
AM
St
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4:
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16
-
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2
3
7
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4
NO
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PM
6:
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A
M
NO
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Da
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:
Eastbound Approach
Se
a
l
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B
l
v
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S
t
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PM
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13
7
17
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1
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17
0
8
Si
g
n
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CO
N
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L
50
0
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M
43
6
0
5
0
3
Seal Beach Blvd
AM
P
e
a
k
H
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r
Tu
e
s
d
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y
Westbound Approach
Se
a
l
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Da
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e
:
54
0
73
0
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Pe
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#
:
10
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1
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St
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0
3
1
Ci
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:
AM
0
0
0
AM
NO
O
N
69
1
3
4
8
1
7
NO
O
N
PM
0
0
0
PM
AM
N
O
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P
M
AM
N
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M
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0
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7
4
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3
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0
2
0
2
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9
8
0
La
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s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
36
2
1
5
6
0
1
7
2
NO
O
N
PM
0
0
0
PM
2
3
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
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N
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AM
N
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P
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0
4
6
6
0
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0
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5
0
2
0
0
1
9
1
0
AM
N
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O
N
P
M
AM
N
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P
M
AM
AM
NO
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N
NO
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PM
PM
0
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14
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So
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0
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8
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g
0
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40
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4
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g
0
19
2
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40
5
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g
0
En
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To
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&
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No
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0
19
2
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0 No
r
t
h
b
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d
A
p
p
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1:
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31
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NO
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7
To
t
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l
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s
AM
St
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r
t
NO
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16
-
1
2
3
7
-
0
0
4
NO
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r
NO
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PM
NO
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11
:
0
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:
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Se
a
l
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e
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v
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d
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t
C
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PM
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0
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6
7
0
Si
g
n
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d
CO
N
T
R
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L
0
4
6
6
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
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e
a
c
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Da
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:
0
1
9
1
11
3
0
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p
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Pr
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#
:
10
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2
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0
1
6
St
C
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D
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La
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s
0
3
1
Ci
t
y
:
AM
13
1
3
4
5
2
1
AM
NO
O
N
0
0
0
NO
O
N
PM
83
1
3
7
0
7
8
PM
AM
N
O
O
N
P
M
AM
N
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N
P
M
La
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s
21
0
5
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5
2
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7
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5
1
3
0
8
5
24
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1
3
9
1
0.
5
4
0
2
8
0.
5
14
0
1
8
5
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
30
1
6
2
7
3
1
AM
NO
O
N
0
0
0
NO
O
N
PM
18
0
1
4
1
5
8
4
PM
1
3
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
45
0
3
1
0
4
7
0
2
4
5
21
0
2
9
8
5
6
0
1
9
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
33
7
3
16
7
9
13
7
9
16
9
4
13
8
3
0
So
u
t
h
L
e
g
60
8
66
0
Ea
s
t
L
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g
No
r
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h
L
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g
30
9
0
10
3
30
7
1
0
So
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L
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g
Ea
s
t
L
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g
16
8
8
0
0
15
5
9
15
3
1
We
s
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L
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g
0
We
s
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L
e
g
43
5
En
d
To
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a
l
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n
s
&
O
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s
No
r
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h
L
e
g
13
8
3
0
16
9
4
No
r
t
h
b
o
u
n
d
A
p
p
r
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a
c
h
9:
0
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NO
N
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30
3
0
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7:
0
0
P
M
16
5
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To
t
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P
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s
AM
St
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r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
5
NO
O
N
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e
a
k
H
o
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r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
n
d
T
o
w
n
e
C
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D
r
,
S
e
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a
c
h
PM
P
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a
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19
0
16
5
1
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15
5
9
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
50
0
P
M
45
0
3
1
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
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a
c
h
Da
t
e
:
56
0
71
5
A
M
Pe
a
k
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So
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A
p
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Pr
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#
:
10
/
1
8
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2
0
1
6
To
w
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C
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n
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r
D
r
La
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s
0
3
1
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
13
6
1
0
4
9
9
2
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
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N
P
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La
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s
0
8
8
0
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5
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8
9
0
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5
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4
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1
7
3
0
1
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5
0
8
3
0
0.
5
0
2
4
3
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
25
9
1
2
2
3
1
0
8
NO
O
N
PM
0
0
0
PM
1
3
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
4
8
4
0
0
3
5
0
0
0
4
2
0
0
0
2
8
3
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 00
12
7
7
So
u
t
h
L
e
g
0
0
9
0
4
Ea
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No
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h
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g
0
0
0
30
5
5
So
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g
Ea
s
t
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g
0
14
6
5
1
5
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0
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0
We
s
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g
63
3
We
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g
0
En
d
To
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l
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n
s
&
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t
s
No
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0
14
6
5
0 No
r
t
h
b
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d
A
p
p
r
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a
c
h
NO
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1:
0
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0
26
8
2
NO
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0
14
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5
To
t
a
l
V
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l
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P
e
r
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g
Co
u
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t
P
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d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
0
0
5
NO
O
N
P
e
a
k
H
o
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r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
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d
T
o
w
n
e
C
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r
,
S
e
a
l
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a
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PM
P
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a
k
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r
0
0
14
0
5
0
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
0
4
8
4
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
2
8
3
12
0
0
P
M
Pe
a
k
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S
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m
m
a
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y
So
u
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b
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d
A
p
p
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a
c
h
Pr
o
j
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#
:
10
/
2
2
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2
0
1
6
To
w
n
e
C
e
n
t
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r
D
r
La
n
e
s
0
3
1
Ci
t
y
:
AM
70
1
3
4
9
1
9
AM
NO
O
N
0
0
0
NO
O
N
PM
19
0
1
5
5
4
3
6
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
39
0
1
6
0.
5
10
0
1
0.
5
1
77
0
1
8
4
17
0
1
5
1
1
7
0
1
0
78
0
1
3
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
65
1
5
8
1
1
5
AM
NO
O
N
0
0
0
NO
O
N
PM
15
9
1
5
2
0
2
4
PM
1
3
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
14
5
0
3
5
0
6
6
0
3
2
16
2
0
3
1
5
4
1
0
6
1
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
34
0
2
17
0
3
14
3
8
16
9
9
14
4
4
0
So
u
t
h
L
e
g
66
5
30
7
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
35
0
0
10
7
31
0
5
0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
16
6
1
0
0
17
2
0
17
8
0
We
s
t
L
e
g
0
We
s
t
L
e
g
93
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
14
4
4
0
16
9
9
No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
31
3
5
0
7:
0
0
P
M
16
9
7
0
To
t
a
l
V
o
l
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m
e
P
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r
L
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g
Co
u
n
t
P
e
r
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o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
6
NO
O
N
P
e
a
k
H
o
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r
NO
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N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
n
d
R
o
s
s
m
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W
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y
,
S
e
a
l
B
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c
h
PM
P
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a
k
H
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r
61
16
9
7
0
17
2
0
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
51
5
P
M
14
5
0
3
5
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
41
0
71
5
A
M
Pe
a
k
H
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r
S
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m
m
a
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y
So
u
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b
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A
p
p
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Pr
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#
:
10
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8
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2
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1
6
Ro
s
s
m
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n
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W
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y
La
n
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s
0
3
1
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
22
9
1
3
7
0
2
5
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
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N
P
M
La
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s
0
1
4
0
0.
5
0
2
0
0.
5
1
0
1
8
8
0
0
1
9
0
1
1
0
4
0
0
0
1
5
1
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
20
3
1
3
8
5
1
5
NO
O
N
PM
0
0
0
PM
1
3
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
4
3
4
0
0
3
5
0
0
3
4
3
0
0
4
4
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 00
16
2
4
So
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g
0
0
7
7
7
Ea
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g
No
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g
0
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0
31
4
3
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g
0
15
4
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79
We
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0
En
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To
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&
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s
No
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g
0
15
4
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0 No
r
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h
b
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n
d
A
p
p
r
o
a
c
h
NO
N
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1:
0
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0
32
1
1
NO
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0
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7
To
t
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l
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s
AM
St
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t
NO
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16
-
1
2
3
7
-
0
0
6
NO
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r
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PM
NO
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11
:
0
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y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
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W
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,
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r
0
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8
7
0
Si
g
n
a
l
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z
e
d
CO
N
T
R
O
L
0
4
3
4
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
4
4
11
3
0
A
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Pe
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S
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So
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b
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A
p
p
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Pr
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#
:
10
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1
6
Ro
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m
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La
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s
0
3
1
Ci
t
y
:
AM
15
5
1
3
0
7
1
4
AM
NO
O
N
0
0
0
NO
O
N
PM
17
0
1
6
7
6
1
9
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
23
0
1
1
1
22
0
3
1
1
27
0
0
1
6
2
70
0
4
8
0
1
18
0
9
0
97
0
8
8
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
14
6
1
5
0
3
2
6
AM
NO
O
N
0
0
0
NO
O
N
PM
13
0
1
4
8
9
5
7
PM
1
3
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
32
3
0
3
0
3
1
1
5
0
6
2
38
5
0
2
5
9
5
8
0
8
5
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
34
8
8
16
7
6
14
7
6
18
1
2
14
7
4
0
So
u
t
h
L
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g
56
2
70
8
0
Ea
s
t
L
e
g
No
r
t
h
L
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g
35
2
7
17
3
31
4
9
0
So
u
t
h
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g
Ea
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t
L
e
g
16
7
5
0
0
16
6
2
18
6
5
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0
We
s
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L
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g
14
7
En
d
To
t
a
l
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n
s
&
O
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t
s
No
r
t
h
L
e
g
14
7
4
0
18
1
2
No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
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M
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32
7
2
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7:
0
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0
To
t
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V
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P
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Co
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s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
7
NO
O
N
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e
a
k
H
o
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r
NO
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N
PM
6:
0
0
A
M
NO
N
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Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
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n
d
B
r
a
d
b
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R
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S
e
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h
PM
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r
85
17
9
6
0
16
6
2
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
50
0
P
M
32
3
0
3
0
3
Seal Beach Blvd
AM
P
e
a
k
H
o
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r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
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a
c
h
Da
t
e
:
58
0
71
5
A
M
Pe
a
k
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r
S
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m
m
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So
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b
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d
A
p
p
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a
c
h
Pr
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j
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t
#
:
10
/
1
8
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2
0
1
6
Br
a
d
b
u
r
y
R
d
La
n
e
s
0
3
1
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
12
0
1
4
6
8
1
7
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
1
2
0
1
0
7
0
1
1
0
1
6
7
0
0
6
3
0
0
1
0
8
0
0
0
9
6
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
11
1
1
3
4
9
4
4
NO
O
N
PM
0
0
0
PM
1
3
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
2
3
8
0
0
8
2
0
0
2
7
1
0
0
6
9
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 00
16
0
5
So
u
t
h
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g
0
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5
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9
Ea
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t
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g
No
r
t
h
L
e
g
0
0
0
31
3
1
So
u
t
h
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g
Ea
s
t
L
e
g
0
16
2
7
1
5
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4
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We
s
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g
15
1
We
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g
0
En
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To
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l
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s
&
O
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No
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16
2
7
0 No
r
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h
b
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A
p
p
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c
h
NO
N
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1:
0
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M
0
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3
3
NO
N
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0
15
2
8
To
t
a
l
V
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l
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P
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Co
u
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t
P
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r
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o
d
s
AM
St
a
r
t
NO
N
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16
-
1
2
3
7
-
0
0
7
NO
O
N
P
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a
k
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r
NO
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N
PM
NO
N
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11
:
0
0
A
M
Da
y
:
Eastbound Approach
Se
a
l
B
e
a
c
h
B
l
v
d
a
n
d
B
r
a
d
b
u
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y
R
d
,
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e
a
l
B
e
a
c
h
PM
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k
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r
0
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15
2
8
0
Si
g
n
a
l
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d
CO
N
T
R
O
L
0
2
3
8
0
Seal Beach Blvd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
6
9
11
3
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
Br
a
d
b
u
r
y
R
d
La
n
e
s
0
1
0
Ci
t
y
:
AM
5
1
5
AM
NO
O
N
0
0
0
NO
O
N
PM
16
1
3
9
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
29
0
5
8
0
37
4
0
3
9
5
2
0
3
0
9
28
0
5
3
0
2
60
0
0
4
0
4
0
4
0
7
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
6
2
7
0
AM
NO
O
N
0
0
0
NO
O
N
PM
1
2
4
9
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
38
5
0
4
1
2
4
3
1
0
5
0
6
60
7
0
4
2
0
6
7
5
0
4
9
2
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
11
3
52
11 61330
So
u
t
h
L
e
g
83
2
99
2
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
12
5
11
0
6
11
1 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
78
0
0
69
56
We
s
t
L
e
g
0
We
s
t
L
e
g
99
8
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
33 0 61 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
45 0
7:
0
0
P
M
34 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
8
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Ye
l
l
o
w
t
a
i
l
D
r
a
n
d
S
t
C
l
o
u
d
D
r
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
49
2
34 0 69
2-
W
a
y
S
t
o
p
(
N
B
/
S
B
)
CO
N
T
R
O
L
51
5
P
M
38
5
0
4
1
2
Yellowtail Dr
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
67
5
0
73
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
St
C
l
o
u
d
D
r
La
n
e
s
0
1
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
16
0
4
5
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
5
8
0
0
0
3
6
2
0
2
0
0
5
0
0
4
3
0
0
2
0
4
1
1
0
0
0
1
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
2
2
4
4
NO
O
N
PM
0
0
0
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
3
8
0
0
0
4
6
3
0
0
4
1
7
0
0
5
0
0
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 0061
So
u
t
h
L
e
g
0
0
7
9
7
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0 92
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
44
4
8
0
0
We
s
t
L
e
g
96
3
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 44 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 12
6
NO
N
E
0 65
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
0
0
8
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
Ye
l
l
o
w
t
a
i
l
D
r
a
n
d
S
t
C
l
o
u
d
D
r
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
0
0 65 0
2-
W
a
y
S
t
o
p
(
N
B
/
S
B
)
CO
N
T
R
O
L
0
3
8
0
0
Yellowtail Dr
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
5
0
0
11
3
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
St
C
l
o
u
d
D
r
La
n
e
s
0
2
0
Ci
t
y
:
AM
27
2
8
3
0
AM
NO
O
N
0
0
0
NO
O
N
PM
44
2
3
1
7
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
1
0
1
0
0
3
0
5
1
0
54
0
3
0
2
0
2
0
1
6
0
4
0
12
4
0
4
5
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
10
7
1
6
5
2
AM
NO
O
N
0
0
0
NO
O
N
PM
66
2
1
2
3
PM
0
2
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
13
7
0
1
1
5
6
0
1
7
18
4
0
7
9
8
0
1
4
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
55
9
28
1
31
0
27
8
40
90
So
u
t
h
L
e
g
19
4
32
1
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
53
4
14
68
3 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
27
4
0
0
25
2
28
2
We
s
t
L
e
g
0
We
s
t
L
e
g
31
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
40
9 0 27
8 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
53
0 0
7:
0
0
P
M
22
0 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
0
9
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Mo
n
t
e
c
i
t
o
R
d
a
n
d
C
o
p
a
D
e
O
r
o
D
r
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
14
22
0 0 25
2
4-
W
a
y
S
t
o
p
CO
N
T
R
O
L
51
5
P
M
13
7
0
1
1
5
Montecito Rd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
8
0
73
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
Co
p
a
D
e
O
r
o
D
r
La
n
e
s
0
2
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
21
2
3
2
7
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
5
0
0
0
5
0
1
0
0
3
5
0
0
3
0
0
1
0
4
0
0
0
3
6
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
36
1
7
4
7
NO
O
N
PM
0
0
0
PM
0
2
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
6
2
0
0
1
3
0
0
7
5
0
0
1
8
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 0026
0
So
u
t
h
L
e
g
0
0
1
3
7
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0 48
8
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
27
1
2
1
7
0
0
We
s
t
L
e
g
31
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 27
1 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 47
4
NO
N
E
0 21
4
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
0
0
9
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
Mo
n
t
e
c
i
t
o
R
d
a
n
d
C
o
p
a
D
e
O
r
o
D
r
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
0
0 21
4 0
4-
W
a
y
S
t
o
p
CO
N
T
R
O
L
0
6
2
0
Montecito Rd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
1
8
11
0
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
Co
p
a
D
e
O
r
o
D
r
La
n
e
s
0
2
0
Ci
t
y
:
AM
65
2
0
2
2
4
AM
NO
O
N
0
0
0
NO
O
N
PM
40
1
8
0
4
4
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
31
0
7
1
0
42
0
3
9
1
0
97
0
4
2
13
0
3
6
0
1
61
0
3
5
0
86
0
5
3
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
38
1
8
0
2
1
AM
NO
O
N
0
0
0
NO
O
N
PM
29
1
3
1
2
6
PM
0
2
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
14
5
0
1
0
8
8
6
0
1
4
6
24
4
0
1
3
0
1
0
6
0
1
0
5
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
45
5
18
6
29
1
26
9
30
10
So
u
t
h
L
e
g
23
8
38
9
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
50
8
19
2
54
0 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
23
9
0
0
24
4
26
4
We
s
t
L
e
g
0
We
s
t
L
e
g
25
1
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
30
1 0 26
9 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
59
9 0
7:
0
0
P
M
30
8 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
1
0
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Mo
n
t
e
c
i
t
o
R
d
a
n
d
M
a
i
n
w
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y
D
r
,
S
e
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l
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c
h
PM
P
e
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k
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r
10
5
30
8 0 24
4
4-
W
a
y
S
t
o
p
CO
N
T
R
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L
53
0
P
M
14
5
0
1
0
8
Montecito Rd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
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h
Da
t
e
:
10
6
0
73
0
A
M
Pe
a
k
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r
S
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So
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d
A
p
p
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Pr
o
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e
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t
#
:
10
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8
/
2
0
1
6
Ma
i
n
w
a
y
D
r
La
n
e
s
0
2
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
33
1
6
0
4
5
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
4
3
0
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0
5
1
0
1
0
0
4
2
0
0
1
8
0
0
1
0
4
2
0
0
0
6
1
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
45
1
2
9
2
9
NO
O
N
PM
0
0
0
PM
0
2
0
La
n
e
s
AM
AM
NO
O
N
NO
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N
PM
PM
AM
N
O
O
N
P
M
AM
N
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O
N
P
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0
1
2
9
0
0
1
1
2
0
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4
5
0
0
1
1
6
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 0023
8
So
u
t
h
L
e
g
0
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2
7
4
Ea
s
t
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g
No
r
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h
L
e
g
0
0
0 44
2
So
u
t
h
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g
Ea
s
t
L
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g
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23
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2
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3
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0
We
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22
8
We
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e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 23
9 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
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P
M
0 45
2
NO
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0 21
4
To
t
a
l
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l
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r
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Co
u
n
t
P
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r
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d
s
AM
St
a
r
t
NO
N
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16
-
1
2
3
7
-
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1
0
NO
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P
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k
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o
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r
NO
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N
PM
NO
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11
:
0
0
A
M
Da
y
:
Eastbound Approach
Mo
n
t
e
c
i
t
o
R
d
a
n
d
M
a
i
n
w
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y
D
r
,
S
e
a
l
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e
a
c
h
PM
P
e
a
k
H
o
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r
0
0 21
4 0
4-
W
a
y
S
t
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p
CO
N
T
R
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L
0
1
2
9
0
Montecito Rd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
1
1
6
11
0
0
A
M
Pe
a
k
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r
S
u
m
m
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y
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d
A
p
p
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a
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h
Pr
o
j
e
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t
#
:
10
/
2
2
/
2
0
1
6
Ma
i
n
w
a
y
D
r
La
n
e
s
0
2
0
Ci
t
y
:
AM
2
1
3
1
7
4
AM
NO
O
N
0
0
0
NO
O
N
PM
3
1
2
3
4
1
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
14
6
0
6
4
1
18
0
2
5
0.
5
0
5
0
1
13
5
0
1
4
8
0.
5
1
24
0
1
7
0
2
0
2
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
1
3
8
2
1
9
AM
NO
O
N
0
0
0
NO
O
N
PM
5
1
0
2
1
0
6
PM
0
2
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
20
0
3
3
2
9
9
0
2
3
7
31
0
2
0
3
1
7
0
1
6
4
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
48
6
21
3
20
7
27
3
26
80
So
u
t
h
L
e
g
53
51
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
33
4
61
6
62
5 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
35
7
0
0
16
7
16
7
We
s
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L
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g
0
We
s
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L
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g
40
1
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
26
8 0 27
3 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
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49
6 0
7:
0
0
P
M
28
9 0
To
t
a
l
V
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l
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m
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u
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r
i
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s
AM
St
a
r
t
4:
0
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P
M
16
-
1
2
3
7
-
0
1
1
NO
O
N
P
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a
k
H
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r
NO
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N
PM
6:
0
0
A
M
NO
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Da
y
:
Eastbound Approach
Mo
n
t
e
c
i
t
o
R
d
a
n
d
B
r
a
d
b
u
r
y
R
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e
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e
a
c
h
PM
P
e
a
k
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o
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r
16
4
28
9 0 16
7
4-
W
a
y
S
t
o
p
CO
N
T
R
O
L
50
0
P
M
20
0
3
3
Montecito Rd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
31
7
0
73
0
A
M
Pe
a
k
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r
S
u
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So
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b
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d
A
p
p
r
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Pr
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j
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#
:
10
/
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8
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2
0
1
6
Br
a
d
b
u
r
y
R
d
La
n
e
s
0
2
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
2
8
9
3
6
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
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s
0
6
9
0
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0
0
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5
0
0
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1
1
5
0
0.
5
1
0
1
5
0
0
0
4
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La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
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N
3
7
0
9
4
NO
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N
PM
0
0
0
PM
0
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0
La
n
e
s
AM
AM
NO
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NO
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N
PM
PM
AM
N
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N
P
M
AM
N
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P
M
0
2
5
0
0
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0
4
0
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2
0
0
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4
5
0
AM
N
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O
N
P
M
AM
N
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O
N
P
M
AM
AM
NO
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N
NO
O
N
PM
PM
0
0
0 0012
7
So
u
t
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g
0
0
4
5
Ea
s
t
L
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g
No
r
t
h
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g
0
0
0 37
5
So
u
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h
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Ea
s
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g
0
20
8
1
6
7
0
0
We
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34
9
We
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e
g
0
En
d
To
t
a
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I
n
s
&
O
u
t
s
No
r
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e
g
0 20
8 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 26
7
NO
N
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0 14
0
To
t
a
l
V
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l
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e
P
e
r
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g
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u
n
t
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e
r
i
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d
s
AM
St
a
r
t
NO
N
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16
-
1
2
3
7
-
0
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1
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
Mo
n
t
e
c
i
t
o
R
d
a
n
d
B
r
a
d
b
u
r
y
R
d
,
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e
a
l
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e
a
c
h
PM
P
e
a
k
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o
u
r
0
0 14
0 0
4-
W
a
y
S
t
o
p
CO
N
T
R
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L
0
2
5
0
Montecito Rd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
1
4
5
12
0
0
P
M
Pe
a
k
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o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
Br
a
d
b
u
r
y
R
d
La
n
e
s
0
0
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
0
0
0
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
0
0
0
86
0
1
3
6
1
0
0
0
0
6
0
2
2
0
1
99
0
9
0
0
7
0
1
7
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
4
0
1
2
AM
NO
O
N
0
0
0
NO
O
N
PM
26
0
1
1
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
90
0
1
6
2
9
2
0
1
5
8
10
6
0
1
0
7
1
1
1
0
1
0
1
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
76
37
0 39130
So
u
t
h
L
e
g
26
9
19
6
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
20
3
29 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
16
0
0
0
0
We
s
t
L
e
g
0
We
s
t
L
e
g
25
9
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
13 0 39 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
0 0
7:
0
0
P
M
0 0
To
t
a
l
V
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l
u
m
e
P
e
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g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
1
2
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
We
s
t
R
d
a
n
d
R
o
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
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r
10
1
0 0 0
3-
W
a
y
S
t
o
p
(
N
B
/
E
B
/
W
B
)
CO
N
T
R
O
L
53
0
P
M
90
0
1
6
2
West Rd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
11
1
0
73
0
A
M
Pe
a
k
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o
u
r
S
u
m
m
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r
y
So
u
t
h
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d
A
p
p
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o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
Ro
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
La
n
e
s
0
0
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
0
0
0
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
0
0
0
0
1
1
8
0
1
0
0
0
0
0
1
0
0
0
1
0
8
2
0
0
0
1
6
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
26
0
1
7
NO
O
N
PM
0
0
0
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
1
4
4
0
0
1
2
8
0
0
9
8
0
0
9
9
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 000
So
u
t
h
L
e
g
0
0
2
4
2
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0 69
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
26
4
3
0
0
We
s
t
L
e
g
22
7
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 26 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 0
NO
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0 0
To
t
a
l
V
o
l
u
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e
P
e
r
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g
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u
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t
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r
i
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d
s
AM
St
a
r
t
NO
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16
-
1
2
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7
-
0
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2
NO
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P
e
a
k
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r
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PM
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11
:
0
0
A
M
Da
y
:
Eastbound Approach
We
s
t
R
d
a
n
d
R
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s
s
m
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r
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e
n
t
e
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,
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e
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l
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c
h
PM
P
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a
k
H
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r
0
0 0 0
3-
W
a
y
S
t
o
p
(
N
B
/
E
B
/
W
B
)
CO
N
T
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L
0
1
4
4
0
West Rd
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
9
9
11
4
5
A
M
Pe
a
k
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r
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m
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So
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d
A
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Pr
o
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t
#
:
10
/
2
2
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2
0
1
6
Ro
s
s
m
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o
r
C
e
n
t
e
r
W
a
y
La
n
e
s
0
1
0
Ci
t
y
:
AM
15
1
6
5
9
AM
NO
O
N
0
0
0
NO
O
N
PM
30
3
4
7
5
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
51
0
8
4
0
58
0
1
0
6
1
0
35
0
2
2
73
0
1
8
3
0
1
98
0
7
2
0
14
0
2
7
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
13
1
6
3
1
AM
NO
O
N
0
0
0
NO
O
N
PM
43
4
4
1
7
8
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
86
0
1
7
9
1
8
2
0
3
7
3
14
7
0
1
2
1
1
8
8
0
3
2
5
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
50
9
26
5
90
24
4
10
30
So
u
t
h
L
e
g
30
0
23
3
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
28
9
37
0
16
3 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
60
0
0
15
0
13
9
We
s
t
L
e
g
0
We
s
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L
e
g
69
8
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
10
3 0 24
4 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
19
2 0
7:
0
0
P
M
10
2 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
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g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
1
3
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
In
t
e
r
n
a
l
D
w
y
a
n
d
R
o
s
s
m
o
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r
W
a
y
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
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r
32
5
10
2 0 15
0
4-
W
a
y
S
t
o
p
CO
N
T
R
O
L
54
5
P
M
86
0
1
7
9
Internal Dwy
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
18
8
0
74
5
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
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n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
Ro
s
s
m
o
o
r
C
e
n
t
e
r
W
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y
La
n
e
s
0
1
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
24
6
0
9
6
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
1
0
6
0
0
0
9
3
0
1
0
0
2
1
0
0
2
1
4
0
0
1
0
1
0
0
0
0
0
3
6
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
43
6
4
2
1
5
NO
O
N
PM
0
0
0
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
1
6
0
0
0
4
1
3
0
0
1
5
7
0
0
4
1
1
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 0018
0
So
u
t
h
L
e
g
0
0
3
1
7
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0 63
2
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
31
0
3
2
2
0
0
We
s
t
L
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g
82
4
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 31
0 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 37
1
NO
N
E
0 19
1
To
t
a
l
V
o
l
u
m
e
P
e
r
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e
g
Co
u
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t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
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16
-
1
2
3
7
-
0
1
3
NO
O
N
P
e
a
k
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r
NO
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N
PM
NO
N
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11
:
0
0
A
M
Da
y
:
Eastbound Approach
In
t
e
r
n
a
l
D
w
y
a
n
d
R
o
s
s
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y
,
S
e
a
l
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c
h
PM
P
e
a
k
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r
0
0 19
1 0
4-
W
a
y
S
t
o
p
CO
N
T
R
O
L
0
1
6
0
0
Internal Dwy
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
4
1
1
12
0
0
P
M
Pe
a
k
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o
u
r
S
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m
m
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r
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So
u
t
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b
o
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n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
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t
#
:
10
/
2
2
/
2
0
1
6
Ro
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
La
n
e
s
0
1
0
Ci
t
y
:
AM
0
1
5
2
8
AM
NO
O
N
0
0
0
NO
O
N
PM
0
5
4
2
3
1
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
37
0
2
9
2
1
0
0
0
0
0
0
0
0
33
0
4
9
1
0
0
0
0
0
0
0
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
1
6
1
4
AM
NO
O
N
0
0
0
NO
O
N
PM
0
4
3
5
0
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
0
0
7
0
0
3
4
1
0
0
0
4
2
0
2
8
1
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
19
6
93
43
10
3
480
So
u
t
h
L
e
g
0
0
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
62
0
11
2
78 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
30
0
0
33
5
28
5
We
s
t
L
e
g
0
We
s
t
L
e
g
62
2
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
48 0 10
3 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
96 0
7:
0
0
P
M
53 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
1
4
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
In
t
e
r
n
a
l
D
w
y
a
n
d
T
o
w
n
e
C
e
n
t
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r
D
r
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
28
1
53 0 33
5
3-
W
a
y
S
t
o
p
(
N
B
/
S
B
/
W
B
)
CO
N
T
R
O
L
53
0
P
M
0
0
0
Internal Dwy
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
42
0
80
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
To
w
n
e
C
e
n
t
e
r
D
r
La
n
e
s
0
1
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
0
5
2
3
3
9
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
3
9
4
0
1
0
0
0
0
0
0
0
0
0
8
5
0
1
0
0
0
0
0
0
0
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
0
6
9
7
6
NO
O
N
PM
0
0
0
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
0
0
0
4
7
9
0
0
0
0
0
4
1
5
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 0039
1
So
u
t
h
L
e
g
0
0
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0 28
2
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
13
7
1
4
5
0
0
We
s
t
L
e
g
89
4
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 13
7 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 85
4
NO
N
E
0 46
3
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
0
1
4
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
In
t
e
r
n
a
l
D
w
y
a
n
d
T
o
w
n
e
C
e
n
t
e
r
D
r
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
0
0 46
3 0
3-
W
a
y
S
t
o
p
(
N
B
/
S
B
/
W
B
)
CO
N
T
R
O
L
0
0
0
Internal Dwy
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
4
1
5
12
0
0
P
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
To
w
n
e
C
e
n
t
e
r
D
r
La
n
e
s
0
0
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
0
0
0
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
0
0
0
95
0
1
6
5
1
0
0
0
0
9
0
2
0
0
1
11
0
0
8
8
0
0
0
1
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
1
1
AM
NO
O
N
0
0
0
NO
O
N
PM
4
0
2
0
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
95
0
1
6
9
1
0
4
0
1
8
5
11
0
0
8
9
1
2
1
0
1
0
8
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
45
24
0 2190
So
u
t
h
L
e
g
25
8
20
5
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
22
5
20 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
11
0
0
0
0
We
s
t
L
e
g
0
We
s
t
L
e
g
29
3
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
9 0 21 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
0 0
7:
0
0
P
M
0 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
1
5
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
In
t
e
r
n
a
l
D
w
y
a
n
d
R
o
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
10
8
0 0 0
1-
W
a
y
S
t
o
p
(
N
B
)
CO
N
T
R
O
L
54
5
P
M
95
0
1
6
9
Internal Dwy
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
12
1
0
73
0
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
Ro
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
La
n
e
s
0
0
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
0
0
0
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
0
0
0
0
1
2
3
0
1
0
0
0
0
0
4
4
0
0
1
0
9
9
0
0
0
0
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
5
0
3
9
NO
O
N
PM
0
0
0
PM
0
1
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
1
2
8
0
0
1
6
7
0
0
9
9
0
0
1
3
8
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 000
So
u
t
h
L
e
g
0
0
2
2
7
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0 88
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
44
4
4
0
0
We
s
t
L
e
g
30
5
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 44 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 0
NO
N
E
0 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
0
1
5
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
In
t
e
r
n
a
l
D
w
y
a
n
d
R
o
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
0
0 0 0
1-
W
a
y
S
t
o
p
(
N
B
)
CO
N
T
R
O
L
0
1
2
8
0
Internal Dwy
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
1
3
8
11
4
5
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
Ro
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
La
n
e
s
0
1
0
Ci
t
y
:
AM
15
0
3
1
AM
NO
O
N
0
0
0
NO
O
N
PM
3
0
1
5
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
0
0
0
NO
O
N
PM
0
0
0
PM
0
0
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
15
0
3
0
0
0
0
0
0
3
1
0
1
5
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
46 000
So
u
t
h
L
e
g
3
15
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
18
31
0 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
0
0
0
18
We
s
t
L
e
g
0
We
s
t
L
e
g
15
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 0 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
46 0
7:
0
0
P
M
0 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
2
1
5
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
No
r
t
h
I
n
t
e
r
n
a
l
D
w
y
(
W
e
s
t
e
r
l
y
)
a
n
d
R
o
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
15
0 0 0
No
C
o
n
t
r
o
l
CO
N
T
R
O
L
60
0
P
M
15
0
3
North Internal Dwy
(Westerly)
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
31
0
71
5
A
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
1
8
/
2
0
1
6
Ro
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
La
n
e
s
0
1
0
Ci
t
y
:
AM
0
0
0
AM
NO
O
N
2
0
1
3
NO
O
N
PM
0
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
0
AM
NO
O
N
0
0
0
NO
O
N
PM
0
0
0
PM
0
0
0
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
2
0
0
0
0
0
0
0
0
1
3
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
0
0
0 0015
So
u
t
h
L
e
g
0
0
2
Ea
s
t
L
e
g
No
r
t
h
L
e
g
0
0
0 0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
0
0
0
0
0
We
s
t
L
e
g
13
We
s
t
L
e
g
0
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
0 0 0 No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
NO
N
E
1:
0
0
P
M
0 15
NO
N
E
0 0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
NO
N
E
16
-
1
2
3
7
-
2
1
5
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
NO
N
E
11
:
0
0
A
M
Da
y
:
Eastbound Approach
No
r
t
h
I
n
t
e
r
n
a
l
D
w
y
(
W
e
s
t
e
r
l
y
)
a
n
d
R
o
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
0
0 0 0
No
C
o
n
t
r
o
l
CO
N
T
R
O
L
0
2
0
North Internal Dwy
(Westerly)
AM
P
e
a
k
H
o
u
r
Sa
t
u
r
d
a
y
Westbound Approach
Se
a
l
B
e
a
c
h
Da
t
e
:
0
1
3
12
0
0
P
M
Pe
a
k
H
o
u
r
S
u
m
m
a
r
y
So
u
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
Pr
o
j
e
c
t
#
:
10
/
2
2
/
2
0
1
6
Ro
s
s
m
o
o
r
C
e
n
t
e
r
W
a
y
La
n
e
s
1
3
2
Ci
t
y
:
AM
15
5
9
5
1
1
6
9
AM
NO
O
N
0
0
0
NO
O
N
PM
18
5
9
3
0
1
2
5
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
La
n
e
s
95
0
7
8
1
13
4
7
0
1
6
1
7
3
2
18
3
0
3
3
0
34
5
0
3
2
3
2
3
17
1
9
0
1
5
7
6
1
26
3
0
5
6
0
La
n
e
s
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
41
1
1
0
1
2
4
6
6
AM
NO
O
N
0
0
0
NO
O
N
PM
44
6
8
6
9
3
1
3
PM
2
3
1
La
n
e
s
AM
AM
NO
O
N
NO
O
N
PM
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
19
1
3
0
2
2
4
8
1
7
8
7
0
2
0
1
8
21
6
5
0
2
4
6
6
2
3
5
4
0
2
0
1
4
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
AM
NO
O
N
NO
O
N
PM
PM
34
4
1
16
2
8
12
7
5
18
1
3
15
5
9
0
So
u
t
h
L
e
g
47
1
4
40
7
8
0
Ea
s
t
L
e
g
No
r
t
h
L
e
g
25
1
7
41
4
1
34
4
8
0
So
u
t
h
L
e
g
Ea
s
t
L
e
g
18
8
9
0
0
12
7
7
12
4
0
We
s
t
L
e
g
0
We
s
t
L
e
g
40
3
2
En
d
To
t
a
l
I
n
s
&
O
u
t
s
No
r
t
h
L
e
g
15
5
9
0
18
1
3
No
r
t
h
b
o
u
n
d
A
p
p
r
o
a
c
h
9:
0
0
A
M
NO
N
E
25
6
5
0
7:
0
0
P
M
12
9
0
0
To
t
a
l
V
o
l
u
m
e
P
e
r
L
e
g
Co
u
n
t
P
e
r
i
o
d
s
AM
St
a
r
t
4:
0
0
P
M
16
-
1
2
3
7
-
0
1
6
NO
O
N
P
e
a
k
H
o
u
r
NO
O
N
PM
6:
0
0
A
M
NO
N
E
Da
y
:
Eastbound Approach
Lo
s
A
l
a
m
i
t
o
s
B
l
v
d
a
n
d
K
a
t
e
l
l
a
A
v
e
,
S
e
a
l
B
e
a
c
h
PM
P
e
a
k
H
o
u
r
20
1
4
12
9
0
0
12
7
7
Si
g
n
a
l
i
z
e
d
CO
N
T
R
O
L
50
0
P
M
19
1
3
0
2
2
4
8
Los Alamitos Blvd
AM
P
e
a
k
H
o
u
r
Tu
e
s
d
a
y
Westbound Approach
Se
a
l
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Da
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71
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Ka
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Ci
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y
:
AM
0
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AM
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21
9
8
4
1
1
5
8
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N
PM
0
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PM
AM
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P
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AM
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La
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La
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AM
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AM
0
0
0
AM
NO
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40
3
8
6
9
3
5
6
NO
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N
PM
0
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PM
2
3
1
La
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s
AM
AM
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NO
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PM
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0
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Lo
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Los Alamitos Blvd
AM
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Sa
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Se
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0
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PM
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7
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La
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36
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Lo
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50
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Los Alamitos Blvd
AM
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Tu
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Westbound Approach
Se
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AM
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PM
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Los Alamitos Blvd
AM
P
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a
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r
Sa
t
u
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d
a
y
Westbound Approach
Se
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Ci
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AM
22
0
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3
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AM
NO
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0
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N
PM
70
1
9
2
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PM
AM
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23
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1
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AM
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AM
N
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N
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AM
38
1
7
8
5
1
6
1
AM
NO
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N
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NO
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N
PM
31
1
6
4
4
4
3
PM
1
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La
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AM
AM
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PM
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26
7
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29
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AM
AM
NO
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PM
PM
37
2
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17
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16
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20
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So
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To
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16
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NO
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PM
6:
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Da
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Lo
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82
21
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Si
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50
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26
7
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1
1
3
Los Alamitos Blvd
AM
P
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a
k
H
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Tu
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s
d
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Westbound Approach
Se
a
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B
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Da
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27
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#
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10
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Or
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Ci
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AM
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AM
NO
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62
1
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NO
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PM
0
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PM
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P
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AM
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La
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AM
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P
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AM
N
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P
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AM
0
0
0
AM
NO
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30
1
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6
1
7
NO
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N
PM
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PM
1
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La
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s
AM
AM
NO
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NO
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PM
PM
AM
N
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0
9
2
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9
9
0
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1
2
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AM
N
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P
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AM
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P
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AM
AM
NO
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N
NO
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PM
PM
0
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16
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So
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23
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11
:
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A
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:
Eastbound Approach
Lo
s
A
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r
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g
n
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AM
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Se
a
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Pe
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Pr
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#
:
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6
Or
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w
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NO
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PM
16
:
0
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1
9
:
0
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Y
:
AM
0
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AM
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O
N
0
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NO
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N
PM
0
0
PM
AM
N
O
O
N
P
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AM
N
O
O
N
P
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1
0
0
0
0
0
3
0
2
0
0
0
AM
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O
N
P
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AM
N
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O
N
P
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AM
0
0
AM
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0
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N
PM
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PME A S T L E G
N
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T
H
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P
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D
B
Y
N
A
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&
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a
n
C
o
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t
P
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a
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H
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r
CI
T
Y
:
Se
a
l
B
e
a
c
h
B
l
v
d
St
C
l
o
u
d
D
r
Tu
e
s
d
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y
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
1
E/
W
S
t
r
e
e
t
:
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
W E S T L E G
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
0
0
0
NO
O
N
0
0
0
PM
3
0
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
1
0
1
0
0
0
0
0
0
5
0
1
1
0
0
1
0
0
AM
0
4
0
NO
O
N
0
0
0
PM
1
2
2
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
1
E/
W
S
t
r
e
e
t
:
W E S T L E G
E A S T L E G
N
O
R
T
H
L
E
G
PR
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P
A
R
E
D
B
Y
N
A
T
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N
A
L
D
A
T
A
&
S
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R
V
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Y
I
N
G
S
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C
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S
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
Bi
c
y
c
l
e
C
o
u
n
t
P
e
a
k
H
o
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r
CI
T
Y
:
Se
a
l
B
e
a
c
h
B
l
v
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St
C
l
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d
D
r
Tu
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d
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y
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
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N/
S
S
t
r
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e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
0
0
AM
NO
O
N
0
0
NO
O
N
PM
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
1
0
0
2
0
3
1
0
1
0
0
4
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
0
0
AM
NO
O
N
0
0
NO
O
N
PM
0
0
PME A S T L E G
N
O
R
T
H
L
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G
PR
E
P
A
R
E
D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
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R
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Y
I
N
G
S
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R
V
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Pe
d
e
s
t
r
i
a
n
C
o
u
n
t
P
e
a
k
H
o
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r
CI
T
Y
:
Dr
u
i
d
L
n
St
C
l
o
u
d
D
r
Tu
e
s
d
a
y
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
6
E/
W
S
t
r
e
e
t
:
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
W E S T L E G
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
0
0
0
NO
O
N
0
0
0
PM
0
0
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
0
0
0
0
0
3
0
4
0
0
0
0
0
0
0
0
0
AM
0
0
0
NO
O
N
0
0
0
PM
0
0
0
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
6
E/
W
S
t
r
e
e
t
:
W E S T L E G
E A S T L E G
N
O
R
T
H
L
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G
PR
E
P
A
R
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D
B
Y
N
A
T
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O
N
A
L
D
A
T
A
&
S
U
R
V
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Y
I
N
G
S
E
R
V
I
C
E
S
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
Bi
c
y
c
l
e
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Dr
u
i
d
L
n
St
C
l
o
u
d
D
r
Tu
e
s
d
a
y
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
3
0
AM
NO
O
N
0
0
NO
O
N
PM
3
1
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
7
0
1
4
0
6
6
0
2
3
0
4
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
3
3
AM
NO
O
N
0
0
NO
O
N
PM
1
0
PME A S T L E G
N
O
R
T
H
L
E
G
PR
E
P
A
R
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D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
U
R
V
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Y
I
N
G
S
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R
V
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C
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S
Pe
d
e
s
t
r
i
a
n
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Co
p
a
D
e
O
r
o
D
r
Tu
e
s
d
a
y
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
2
E/
W
S
t
r
e
e
t
:
DA
T
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:
1
0
/
1
8
/
2
0
1
6
W E S T L E G
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
0
5
0
NO
O
N
0
0
0
PM
0
4
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
AM
0
0
0
NO
O
N
0
0
0
PM
0
2
0
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
2
E/
W
S
t
r
e
e
t
:
W E S T L E G
E A S T L E G
N
O
R
T
H
L
E
G
PR
E
P
A
R
E
D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
U
R
V
E
Y
I
N
G
S
E
R
V
I
C
E
S
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
Bi
c
y
c
l
e
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Co
p
a
D
e
O
r
o
D
r
Tu
e
s
d
a
y
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
0
0
AM
NO
O
N
0
0
NO
O
N
PM
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
5
0
1
3
0
0
6
0
2
1
0
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
1
2
AM
NO
O
N
0
0
NO
O
N
PM
4
1
PME A S T L E G
N
O
R
T
H
L
E
G
PR
E
P
A
R
E
D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
U
R
V
E
Y
I
N
G
S
E
R
V
I
C
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S
Pe
d
e
s
t
r
i
a
n
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Tu
c
k
e
r
L
n
Tu
e
s
d
a
y
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
5
E/
W
S
t
r
e
e
t
:
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
W E S T L E G
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
1
2
0
NO
O
N
0
0
0
PM
0
4
2
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
1
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
AM
1
2
0
NO
O
N
0
0
0
PM
1
6
0
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
5
E/
W
S
t
r
e
e
t
:
W E S T L E G
E A S T L E G
N
O
R
T
H
L
E
G
PR
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P
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R
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D
B
Y
N
A
T
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O
N
A
L
D
A
T
A
&
S
U
R
V
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Y
I
N
G
S
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R
V
I
C
E
S
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
Bi
c
y
c
l
e
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Tu
c
k
e
r
L
n
Tu
e
s
d
a
y
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
0
1
AM
NO
O
N
0
0
NO
O
N
PM
0
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
9
0
6
2
0
3
6
0
4
2
0
3
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
6
4
AM
NO
O
N
0
0
NO
O
N
PM
7
8
PME A S T L E G
N
O
R
T
H
L
E
G
PR
E
P
A
R
E
D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
U
R
V
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Y
I
N
G
S
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R
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S
Pe
d
e
s
t
r
i
a
n
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Ma
i
n
w
a
y
D
r
Tu
e
s
d
a
y
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
3
E/
W
S
t
r
e
e
t
:
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
W E S T L E G
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
1
3
0
NO
O
N
0
0
0
PM
1
5
0
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
1
0
0
3
0
0
0
0
0
0
0
2
0
0
0
0
0
0
AM
0
3
0
NO
O
N
0
0
0
PM
0
1
0
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
3
E/
W
S
t
r
e
e
t
:
W E S T L E G
E A S T L E G
N
O
R
T
H
L
E
G
PR
E
P
A
R
E
D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
U
R
V
E
Y
I
N
G
S
E
R
V
I
C
E
S
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
Bi
c
y
c
l
e
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Ma
i
n
w
a
y
D
r
Tu
e
s
d
a
y
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
1
2
AM
NO
O
N
0
0
NO
O
N
PM
2
0
PM
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
5
0
0
3
0
1
12
0
9
17
0
1
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
AM
2
1
AM
NO
O
N
0
0
NO
O
N
PM
0
7
PME A S T L E G
N
O
R
T
H
L
E
G
PR
E
P
A
R
E
D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
U
R
V
E
Y
I
N
G
S
E
R
V
I
C
E
S
Pe
d
e
s
t
r
i
a
n
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Br
a
d
b
u
r
y
R
d
Tu
e
s
d
a
y
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
4
E/
W
S
t
r
e
e
t
:
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
W E S T L E G
St
a
r
t
:
E
n
d
:
AM
6:
0
0
9
:
0
0
N/
S
S
t
r
e
e
t
:
NO
O
N
NO
N
E
N
O
N
E
PM
16
:
0
0
1
9
:
0
0
DA
Y
:
AM
0
1
0
NO
O
N
0
0
0
PM
0
3
1
AM
N
O
O
N
P
M
AM
N
O
O
N
P
M
2
0
0
0
0
0
0
0
0
2
0
0
1
0
0
2
0
4
AM
0
4
1
NO
O
N
0
0
0
PM
0
1
0
Se
a
l
B
e
a
c
h
S
O
U
T
H
L
E
G
PR
O
J
E
C
T
#
:
1
6
-
1
2
3
9
-
0
0
4
E/
W
S
t
r
e
e
t
:
W E S T L E G
E A S T L E G
N
O
R
T
H
L
E
G
PR
E
P
A
R
E
D
B
Y
N
A
T
I
O
N
A
L
D
A
T
A
&
S
U
R
V
E
Y
I
N
G
S
E
R
V
I
C
E
S
DA
T
E
:
1
0
/
1
8
/
2
0
1
6
Bi
c
y
c
l
e
C
o
u
n
t
P
e
a
k
H
o
u
r
CI
T
Y
:
Mo
n
t
e
c
i
t
o
R
d
Br
a
d
b
u
r
y
R
d
Tu
e
s
d
a
y
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17»
APPENDIX B
INTERSECTION LOS WORKSHEETS
HC
M
2
0
1
0
S
i
g
n
a
l
i
z
e
d
I
n
t
e
r
s
e
c
t
i
o
n
S
u
m
m
a
r
y
1:
S
e
a
l
B
e
a
c
h
B
o
u
l
e
v
a
r
d
&
I
-
4
0
5
S
B
R
a
m
p
s
HC
M
2
0
1
0
S
i
g
n
a
l
i
z
e
d
I
n
t
e
r
s
e
c
t
i
o
n
S
u
m
m
a
r
y
2:
S
e
a
l
B
e
a
c
h
B
o
u
l
e
v
a
r
d
&
I
-
4
0
5
N
B
R
a
m
p
s
Ex
i
s
t
i
n
g
C
u
r
r
e
n
t
O
c
c
A
M
M
o
n
F
e
b
2
0
,
2
0
1
7
1
5
:
0
9
:
0
0
P
a
g
e
2
-
1
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
H
e
a
l
t
h
C
l
u
b
w
i
t
h
i
n
t
h
e
S
h
o
p
s
a
t
Ro
s
s
m
o
o
r
E
x
i
s
t
i
n
g
(
2
0
1
6
)
C
u
r
r
e
n
t
O
c
c
u
pa
n
c
y
A
M
P
e
a
k
H
o
u
r
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
L
e
v
e
l
O
f
S
e
r
v
i
c
e
C
o
m
p
u
t
a
t
i
o
n
Re
p
o
r
t
I
C
U
1
(
L
o
s
s
a
s
C
y
c
l
e
L
e
n
g
t
h
%
)
M
e
t
h
o
d
(
B
a
s
e
Vo
l
u
m
e
A
l
t
e
r
n
a
t
i
v
e
)
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
In
t
e
r
s
e
c
t
i
o
n
#
3
S
e
a
l
B
e
a
c
h
B
l
v
d
/
L
a
m
p
s
o
n
A
v
e
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
Cy
c
l
e
(
s
e
c
)
:
1
0
0
C
r
i
t
i
c
a
l
V
o
l.
/
C
a
p
.
(
X
)
:
0
.
8
0
4
Lo
s
s
T
i
m
e
(
s
e
c
)
:
1
0
A
v
e
r
a
g
e
D
e
l
ay
(
s
e
c
/
v
e
h
)
:
x
x
x
x
x
x
Op
t
i
m
a
l
C
y
c
l
e
:
6
8
L
e
v
e
l
O
f
S
e
rv
i
c
e
:
D
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
**
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
*
St
r
e
e
t
N
a
m
e
:
S
e
a
l
B
e
a
c
h
B
l
v
d
L
a
m
p
s
o
n
A
v
e
Ap
p
r
o
a
c
h
:
N
o
r
t
h
B
o
u
n
d
S
o
u
t
h
B
o
u
n
d
E
as
t
B
o
u
n
d
W
e
s
t
B
o
u
n
d
Mo
v
e
m
e
n
t
:
L
-
T
-
R
L
-
T
-
R
L
-
T
-
R
L
-
T
-
R
--
-
-
-
-
-
-
-
-
-
-
|
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
|
|
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
|
|
-
-
-
-
--
-
-
-
-
-
-
-
-
-
|
|
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
|
Co
n
t
r
o
l
:
P
r
o
t
e
c
t
e
d
P
r
o
t
e
c
t
e
d
P
ro
t
e
c
t
e
d
P
e
r
m
i
t
t
e
d
Ri
g
h
t
s
:
O
v
l
I
n
c
l
u
d
e
I
n
c
l
u
d
e
O
v
l
Mi
n
.
G
r
e
e
n
:
0
0
0
0
0
0
0
0
0
0
0
0
Y+
R
:
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
4
.
0
La
n
e
s
:
0
0
3
0
1
2
0
3
0
0
0
0
0
0
0
2
0
0
0
1
--
-
-
-
-
-
-
-
-
-
-
|
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
|
|
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
|
|
-
-
-
-
--
-
-
-
-
-
-
-
-
-
|
|
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
|
Vo
l
u
m
e
M
o
d
u
l
e
:
Ba
s
e
V
o
l
:
0
1
4
4
5
3
0
5
2
9
6
1
6
5
3
0
0
0
0
7
0
2
0
6
0
5
Gr
o
w
t
h
A
d
j
:
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
In
i
t
i
a
l
B
s
e
:
0
1
4
4
5
3
0
5
2
9
6
1
6
5
3
0
0
0
0
7
0
2
0
6
0
5
Us
e
r
A
d
j
:
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
PH
F
A
d
j
:
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
0
.
9
1
PH
F
V
o
l
u
m
e
:
0
1
5
9
1
3
3
6
3
2
6
1
8
2
0
0
0
0
0
7
7
3
0
6
6
6
Re
d
u
c
t
V
o
l
:
0
0
0
0
0
0
0
0
0
0
0
0
Re
d
u
c
e
d
V
o
l
:
0
1
5
9
1
3
3
6
3
2
6
1
8
2
0
0
0
0
0
7
7
3
0
6
6
6
PC
E
A
d
j
:
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
ML
F
A
d
j
:
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
1
.
0
0
Fi
n
a
l
V
o
l
u
m
e
:
0
1
5
9
1
3
3
6
3
2
6
1
8
2
0
0
0
0
0
7
7
3
0
6
6
6
Ov
l
A
d
j
V
o
l
:
5
0
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rv
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:
B
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St
r
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S
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B
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l
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l
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B
r
a
d
b
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R
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Ap
p
r
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a
c
h
:
N
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B
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B
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t
B
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Mo
v
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m
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t
:
L
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T
-
R
L
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T
-
R
L
-
T
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R
L
-
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--
-
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P
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:
I
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La
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-
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:
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:
0
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:
1
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9:
M
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wa
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HC
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2
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W
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C
9:
M
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c
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&
C
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D
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HC
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2
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A
W
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10
:
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&
M
a
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w
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x
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a
k
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c
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12
:
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&
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2
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13
:
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n
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v
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&
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14
:
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&
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15
:
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&
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1:
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&
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m
p
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Ex
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4
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--
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In
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s
e
c
t
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o
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#
6
S
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S
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B
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Ap
p
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:
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Ca
p
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In
t
e
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c
t
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o
n
#
7
S
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L
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A
l
a
m
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b
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d
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(
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(
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(
s
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Op
t
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m
a
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C
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:
4
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L
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St
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-
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In
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#
5
S
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A
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--
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)
**
*
*
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*
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In
t
e
r
s
e
c
t
i
o
n
#
6
S
e
a
l
B
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a
c
h
B
l
v
d
/
R
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s
s
m
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r
C
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n
t
e
r
W
a
y
**
*
*
*
*
*
*
*
*
*
*
*
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In
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#
5
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In
t
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s
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c
t
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n
#
6
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S
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Ap
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In
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t
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#
7
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In
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In
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--
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Sa
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e
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l
O
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rv
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St
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Ap
p
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:
N
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t
h
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d
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B
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t
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v
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m
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:
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L
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--
-
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In
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7
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Ba
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#
5
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In
t
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#
6
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s
t
B
o
u
n
d
Mo
v
e
m
e
n
t
:
L
-
T
-
R
L
-
T
-
R
L
-
T
-
R
L
-
T
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R
--
-
-
-
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|
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l
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G
r
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6
2
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1
9
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:
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7
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--
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p
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)
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In
t
e
r
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e
c
t
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n
#
7
S
e
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e
a
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l
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d
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l
a
m
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d
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)
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Op
t
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y
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i
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:
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r
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a
m
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e
a
l
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e
a
c
h
B
l
v
d
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o
s
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l
a
m
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s
B
l
v
d
B
r
a
d
b
u
r
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R
d
Ap
p
r
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a
c
h
:
N
o
r
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h
B
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h
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B
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u
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d
W
e
s
t
B
o
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n
d
Mo
v
e
m
e
n
t
:
L
-
T
-
R
L
-
T
-
R
L
-
T
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R
L
-
T
-
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--
-
-
-
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|
-
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Co
n
t
r
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l
:
P
r
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c
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d
P
r
o
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c
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r
m
i
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d
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d
Ri
g
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t
s
:
I
n
c
l
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I
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c
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d
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Mi
n
.
G
r
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e
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:
0
0
0
0
0
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0
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0
0
0
0
Y+
R
:
4
.
0
4
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0
4
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0
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0
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La
n
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:
1
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1
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0
1
0
0
1
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0
1
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0
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--
-
-
-
-
-
-
-
-
-
-
|
-
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|
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|
Vo
l
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M
o
d
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l
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:
Ba
s
e
V
o
l
:
1
4
7
1
5
5
9
2
6
2
9
1
4
1
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1
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2
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9
Gr
o
w
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:
1
.
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In
t
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7
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v
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m
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:
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--
-
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t
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P
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r
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0
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:
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--
-
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|
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Ba
s
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V
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1
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Us
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-
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In
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12
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13
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&
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14
:
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T
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15
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In
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#
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Re
p
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C
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1
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L
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In
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#
5
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Cy
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In
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6
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In
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#
3
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In
t
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#
4
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In
t
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#
6
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Ba
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In
t
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#
6
S
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In
t
e
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c
t
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n
#
7
S
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B
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v
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s
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l
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LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17»
APPENDIX C
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No
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1.
I
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No
t
e
s
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LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17»
APPENDIX D
ACCIDENT DATA
REPORT 8 - TOTAL COLLISIONS
STATE OF CALIFORNIA
DEPARTMENT OF CALIFORNIA HIGHWAY PATROL
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd 10TH ST Distance (ft)450 Direction N Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150317 Time 1619 Day TUE
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 23 F W BACKING S A 0000 DODGE 2010 -----G
2 DRVR 30 M A STOPPED S C 0000 HONDA 2006 -----W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 10TH ST Distance (ft)57 Direction S Secondary Rd PACIFIC COAST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20150827 Time 1702 Day THU
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160109
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 53 F A HNBD ENT TRAF -A 0800 TOYOT 2014 -3 N -M G
2 PRKD 998 -HNBD PARKED W C 0200 HARLE 2013 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 11TH ST Distance (ft)8 Direction N Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150819 Time 1648 Day WED
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 47 F H HBD-UI BACKING N -0000 GMC 2000 A ---G -
2 PRKD 998 -null --0000 CHEVR 2005 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 12TH ST Distance (ft)325 Direction S Secondary Rd LANDING NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20150416 Time 0933 Day THU
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151002
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 41 M A HNBD BACKING N A 0100 FORD 2005 -3 N -M G
2 PRKD 998 -HNBD PARKED S A 0100 VOLKS 1965 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 1 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd 14TH ST Distance (ft)7 Direction S Secondary Rd SEAL WY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20150329 Time 2132 Day SUN
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150916
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 18 M W HNBD BACKING N D 2200 FORD 2006 -3 N -M G PASS 15 F 3 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 1ST ST Distance (ft)325 Direction N Secondary Rd MARINA DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 300 Collision Date 20150125 Time 1455 Day SUN
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150812
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 37 F O HNBD PROC ST N A 0000 TOYOT 2007 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 1ST ST Distance (ft)574 Direction S Secondary Rd PCH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20150619 Time 1224 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151110
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 29 M W HNBD RGT TURN W F 2600 GMC 2000 -3 N -M G
2 PRKD 998 -HNBD PARKED -A 0100 HYUND 2010 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 5TH ST Distance (ft)209 Direction S Secondary Rd PACIFIC COAST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20150113 Time 1748 Day TUE
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150807
Weather1 RAINING Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 85 F W HBD-NUI PROC ST N A 0700 LEXUS 2012 -3 N -L G PASS 86 F 3 0 L G
2 PRKD 998 -null N A 0100 JAGUA 2014 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 6TH ST Distance (ft)295 Direction N Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 423 Collision Date 20151205 Time 0957 Day SAT
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type AUTO/PED Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160120
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PED Lighting DAYLIGHT Ped Action IN RD,Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 43 M B HNBD BACKING W A 0000 FORD 1997 --N -G -
2 PRKD 998 -STOPPED S A 0000 FORD 2002 --N ---
3 PED 44 M H HNBD STOPPED -N 0000 ---N ---PED OTH VIS 44 M 9 3 --
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 2 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd 6TH ST Distance (ft)3 Direction N Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 423 Collision Date 20151205 Time 0855 Day SAT
Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160225
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1 DRVR 998 -IMP UNK IMP UNK OTHER -M 0000 ---M ---
2 PRKD 998 -PARKED S A 0000 FORD 2007 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ALMOND AV Distance (ft)0 Direction Secondary Rd ALMOND NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20151221 Time 2052 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160225
Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 17 M O HNBD LFT TURN N A 0100 HONDA 2002 -3 M -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ALMOND AV Distance (ft)0 Direction Secondary Rd BLUEBELL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20151023 Time 1551 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160201
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 22 M W HNBD PROC ST -A 0700 FORD 2003 -3 N -L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ALMOND AV Distance (ft)33 Direction E Secondary Rd DAHLIA CIR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20151230 Time 1317 Day WED
Primary Collision Factor UNKNOWN Violation Collision Type HEAD-ON Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160121
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 87 M W HNBD PROC ST E A 0000 CHEVR 2007 --M -G -DRVR OTH VIS 87 M 1 0 W -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ALMOND AV Distance (ft)246 Direction E Secondary Rd JASMIN CIR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 191 Collision Date 20150614 Time 1059 Day SUN
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151110
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 60 F H HNBD PROC ST E -0000 TOYOT 2006 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 3 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd ALMOND AV Distance (ft)60 Direction E Secondary Rd ROSE ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150520 Time 1221 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151021
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 85 F W PROC ST E A 0000 MERCU 1997 ----G -
2 PRKD 998 -PARKED -A 0000 CADIL 1989 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ASTER Distance (ft)0 Direction Secondary Rd ALMOND NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 152 Collision Date 20150324 Time 2315 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 21 M HNBD PROC ST S A 0000 MITSU 2015 -----G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd BALBOA DR Distance (ft)255 Direction Secondary Rd DRIFTWOOD AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 7 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20150118 Time 0545 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150801
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 27 M DRUG PROC ST N A 0000 BMW 2004 ----L -
2 PRKD 998 -PARKED -A 0000 HONDA 2011 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd BIRCHWOOD AV Distance (ft)200 Direction W Secondary Rd DAISY ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20150903 Time 2007 Day THU
Primary Collision Factor DRVR ALC|DRG Violation 212005 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20151124
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F BICY 49 -H HBD-UI PROC ST E L 0400 -2011 -3 N ---BICY COMP PN 49 M 1 1 P W
2 DRVR 50 M H HNBD PROC ST E A 0100 INFIN 2006 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd BOLSA AV Distance (ft)0 Direction Secondary Rd BAYSIDE DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20150404 Time 0404 Day SAT
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151002
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 16 M H HNBD UNS TURN E A 0000 NISSA 2014 --A 22350 -G -PASS 16 F 3 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 4 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd CENTER AV Distance (ft)0 Direction Secondary Rd 11TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20150116 Time 1141 Day FRI
Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150801
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 60 M O HNBD PROC ST -A 0100 FORD 2001 -3 N -M G
2 DRVR 62 M W HNBD PROC ST W A 0700 TOYOT 1970 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd CENTRAL AV Distance (ft)60 Direction W Secondary Rd 3RD ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 09011 Beat Y0620 Type 0 CalTrans Badge 361 Collision Date 20150901 Time 0620 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160120
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 20 M W PROC ST E A 0000 TOYOT 2014 ----G -
2 PRKD 998 -PARKED -D 0000 CHEVR 2010 ------
3 PRKD 998 -PARKED -A 0000 NISSA 2005 ------
4 PRKD 998 -PARKED -A 0000 AUDI 2015 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd CENTRAL AV Distance (ft)90 Direction E Secondary Rd 6TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20150101 Time 1917 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150807
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 31 F W HBD-UNK PROC ST E -0000 PONTI 1999 A -N -G -
2 PRKD 998 -PARKED E -0000 DODGE 2010 A -N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd CENTRAL AV Distance (ft)0 Direction Secondary Rd 8TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 3 Beat SOUTH Type 0 CalTrans Badge 313 Collision Date 20150112 Time 1610 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150817
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 24 F W HNBD PROC ST N -0000 VOLVO 2000 A -N -G -
2 DRVR 24 F W HNBD PROC ST W -0000 BMW 2013 A -N -G -PASS 998 M 3 3 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd COLLEGE PARK DR Distance (ft)473 Direction W Secondary Rd HARVARD LN NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans Badge 363 Collision Date 20150503 Time 1941 Day SUN
Primary Collision Factor UNKNOWN Violation 23103B Collision Type OVERTURNED Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20150610
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 HOLES Rdwy Cond2 LOOSE MATRL Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DUSK/DAWNPed Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 18 M W HNBD RGT TURN N C 0200 FORD 2001 -3 A 22350 -G M DRVR COMP PN 18 M 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 5 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd DEL MONTE DR Distance (ft)45 Direction N Secondary Rd MCKINNEY WY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20151230 Time 1441 Day WED
Primary Collision Factor UNKNOWN Violation Collision Type HEAD-ON Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160506
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 72 F W IMP UNK IMP UNK PROC ST N A 0000 MAZDA 2016 --N -G -DRVR OTH VIS 72 F 1 0 G -
2 PRKD 998 -PARKED N A 0000 FORD 2016 --N ---
3 PRKD 998 -PARKED N A 0000 TOYOT 1997 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd DOLPHIN ST Distance (ft)17 Direction N Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20150127 Time 1822 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150803
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 70 F W IMP UNK IMP UNK PROC ST N D 0000 FORD 2006 --N -G -
2 PRKD 998 -PARKED N A 0000 HONDA 2011 --N ---
3 PRKD 998 -PARKED N A 0000 MERCE 2002 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ELECTRIC AV Distance (ft)13 Direction W Secondary Rd 11TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20150820 Time 2218 Day THU
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 18 M W DRUG PROC ST N A 0000 LINCO 2003 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ELECTRIC AV Distance (ft)357 Direction E Secondary Rd MAIN ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20150904 Time 1511 Day FRI
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160120
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 66 F W HNBD BACKING -A 0100 TOYOT 2005 -3 N -M G
2 PRKD 998 -HNBD PARKED -A 0100 DODGE 2008 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ELECTRIC AV Distance (ft)0 Direction Secondary Rd MARINE NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20151231 Time 1141 Day THU
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160217
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 67 M W HBD-UI PARKING -D 2200 CHEVR 2003 -3 A 22350 -M G
2 DRVR 60 F H HNBD PARKED -A 0100 TOYOT 2002 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 6 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd FIR AV Distance (ft)58 Direction W Secondary Rd OLEANDER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans Badge 422 Collision Date 20150205 Time 2049 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150826
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 39 M W HNBD LFT TURN W A 0000 BMW 2009 --A 23123 F G M
2 PRKD 998 -HNBD PARKED -A 0000 FORD 2008 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd FIR AV Distance (ft)100 Direction E Secondary Rd ROSE ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20150719 Time 1709 Day SUN
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151218
Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 18 M W HNBD LFT TURN E -0000 FORD 2002 --N -G -
2 PRKD 998 -PARKED --0000 -1987 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd FIRST ST Distance (ft)51 Direction S Secondary Rd MARINA DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 365 Collision Date 20151205 Time 0021 Day SAT
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160225
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 101 M W HBD-UI PROC ST S A 0000 ACURA 2006 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd IRIS ST Distance (ft)107 Direction N Secondary Rd HAZELNUT AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 206 Type 0 CalTrans Badge 368 Collision Date 20150104 Time 2111 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150807
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 25 F W HBD-UI PROC ST S -0000 HONDA 1999 --A -G -
2 PRKD 998 -STOPPED N -0000 JEEP 2000 --A ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON Distance (ft)0 Direction Secondary Rd CANDLEBERRY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20151209 Time 1629 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160121
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 27 F W HNBD RGT TURN W A 0000 JEEP 1991 --N ---DRVR OTH VIS 27 -1 3 --
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 7 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd LAMPSON Distance (ft)1 Direction W Secondary Rd HEATHER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 314 Collision Date 20151208 Time 2151 Day TUE
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160225
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 36 F H HBD-UI LFT TURN N A 0000 VOLKS 2014 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)75 Direction E Secondary Rd BASSWOOD AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 19 Beat 006 Type 0 CalTrans Badge 174 Collision Date 20150124 Time 1000 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150801
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 39 F HNBD PROC ST E A 0000 MAZDA 2005 --N -G -
2 DRVR 42 M W HNBD STOPPED E A 0000 HONDA 2000 --N -G -
3 DRVR 46 F H HNBD STOPPED E A 0000 VOLKS 2007 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)0 Direction Secondary Rd HEATHER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150508 Time 1357 Day FRI
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 4 Tow Away?Y Process Date 20150610
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 44 M A HNBD PROC ST -A 0700 FORD 2014 -3 M N L G DRVR OTH VIS 44 M 1 3 L G
2 DRVR 45 F O HNBD LFT TURN -A 0700 TOYOT 2015 -3 N -L G DRVR COMP PN 45 F 1 0 L G
PASS OTH VIS 0 M 4 0 P Q
3 DRVR 61 F O HNBD STOPPED W A 0700 HYUND 2010 -3 N -M G DRVR COMP PN 61 F 1 3 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)38 Direction E Secondary Rd HEATHER ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 20 Beat NORTH Type 0 CalTrans Badge 313 Collision Date 20150104 Time 1903 Day SUN
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20150304
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 67 F W HNBD PROC ST W A 0100 NISSA 1997 -3 N -M G DRVR COMP PN 67 F 1 0 M G
2 DRVR 19 M W HNBD STOPPED W A 0100 TOYOT 2002 -3 N -M G PASS 998 M 3 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)0 Direction Secondary Rd HEATHER ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20151218 Time 1438 Day FRI
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160225
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 40 F O HNBD LFT TURN -A 0100 VOLKS 2013 -3 N -M G
2 DRVR 49 F O HNBD PROC ST -A 0100 TOYOT 2015 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 8 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd LAMPSON AV Distance (ft)0 Direction Secondary Rd OLD RANCH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans Badge 422 Collision Date 20150113 Time 2027 Day TUE
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150801
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 17 M W HNBD PROC ST E A 0000 TOYOT 2014 --F -G -
2 DRVR 27 M H HNBD LFT TURN N A 0000 NISSA 2005 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)0 Direction Secondary Rd TULIP NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150321 Time 1052 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 17 M W HNBD PROC ST -A 0800 DODGE 1994 -3 N -M G
2 DRVR 68 F W HNBD STOPPED -A 0700 BUICK 2010 -3 N -M G PASS 74 M 3 0 M G
PASS 14 M 6 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON ST Distance (ft)0 Direction Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20150804 Time 1343 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 53 M W HNBD U-TURN S A 0000 DODGE 2014 --N -G -
2 DRVR 58 M W HNBD LFT TURN S A 0000 FORD 2003 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd MAIN ST Distance (ft)47 Direction S Secondary Rd ELECTRIC NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20150626 Time 1556 Day FRI
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151110
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 33 M H IMP UNK IMP UNK BACKING E D 2200 DODGE 2007 -3 N -M G
2 DRVR 22 F H HNBD PROC ST N A 0100 FORD 2008 -3 N -M G PASS 5 F 5 0 M Q
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd MAIN ST Distance (ft)220 Direction N Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20150306 Time 0924 Day FRI
Primary Collision Factor UNKNOWN Violation Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 40 F W HNBD PROC ST N A 0700 JEEP 2012 -3 N -M G
2 DRVR 998 M W HNBD STOPPED N A 0100 CHEVR 2000 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 9 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd MAIN ST Distance (ft)30 Direction S Secondary Rd PACIFIC COAST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.18 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat TRAFF Type 0 CalTrans 12 Badge 298 Collision Date 20150416 Time 2153 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 24 F HNBD PROC ST W A 0000 SATUR 2006 --F -G -
2 DRVR 24 F HNBD STOPPED W A 0000 AUDI 2014 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd MAIN ST Distance (ft)25 Direction W Secondary Rd PCH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans Badge 422 Collision Date 20150509 Time 2243 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151014
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev Loc Type Ramp/Int
1F DRVR 77 M W HNBD PROC ST N -0000 TOYOT 1999 --F -G M
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd MARINA AV Distance (ft)0 Direction Secondary Rd 5TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist SOUTH Beat 001 Type 0 CalTrans Badge 304 Collision Date 20150824 Time 1848 Day MON
Primary Collision Factor NOT STATED Violation Collision Type AUTO/PED Severity INJURY #Killed 0 #Injured 2 Tow Away?N Process Date 20151124
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PED Lighting DUSK/DAWNPed Action X-WLK AT Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 50 -W HNBD PROC ST W B 0101 FORD 2006 -3 A 21950 K M G
2 PED 63 F W HNBD PROC ST S N 6000 --3 ----PED SEVERE 63 F 0 0 P -
3 PED 74 F W HNBD PROC ST S N 6000 --3 ----PED SEVERE 74 F 0 0 P -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd MARINA DR Distance (ft)500 Direction W Secondary Rd 1ST ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Q Beat Type 0 CalTrans Badge 257 Collision Date 20150726 Time 1925 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151218
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 31 F W HBD-UI PROC ST W A 0100 NISSA 2014 -1 A 22350 -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd MARINA DR Distance (ft)0 Direction Secondary Rd 5TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20150509 Time 1323 Day SAT
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151014
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 79 F W HNBD UNS TURN -A 0700 HONDA 2000 -3 N -N G
2 PRKD 998 -HNBD PARKED N A 0100 NISSA 2013 -3 N ---
3 PRKD 998 -HNBD PARKED N A 0100 TOYOT 2013 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 10 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd MARINA DR Distance (ft)0 Direction Secondary Rd CARVEL AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 300 Collision Date 20150721 Time 1223 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160809
Weather1 CLEAR Weather2 Rdwy Surface Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT FNCT Loc Type Ramp/Int
1F DRVR 23 F O U-TURN S -0000 MAZDA 2011 --N -G -
2 DRVR 36 F H PROC ST W -0000 JEEP 2014 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd NORTHGATE RD Distance (ft)20 Direction W Secondary Rd NORTHGATE NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20150123 Time 1642 Day FRI
Primary Collision Factor WRONG SIDE Violation 21650 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150801
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 57 F W HNBD PASSING E A 0000 TOYOT 1994 --N -G -
2 DRVR 68 F W HNBD PROC ST E A 0000 TOYOT 2005 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd NORTHGATE RD Distance (ft)185 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150316 Time 1149 Day MON
Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 83 F W ENT TRAF S A 0000 TOYOT 2007 -----G
2 DRVR 35 M A PROC ST S A 0000 KIA 2013 -----G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd OCEAN AV Distance (ft)0 Direction Secondary Rd 8TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 1 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20150816 Time 1555 Day SUN
Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 26 F H HNBD PROC ST S A 0000 NISSA 2012 --A 12500 -G -
2 DRVR 49 F W HNBD RGT TURN E A 0000 JEEP 2014 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd OCEAN AV Distance (ft)0 Direction Secondary Rd MAIN ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150606 Time 1153 Day SAT
Primary Collision Factor UNKNOWN Violation 22517A Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20151110
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 72 M W HNBD PARKED -A 0700 HYUND 2012 -3 N -M G
2 BICY 66 M H HNBD RGT TURN W L 0400 --3 A 21201 ---BICY COMP PN 66 M 1 1 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 11 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd OCEAN AV Distance (ft)0 Direction Secondary Rd MAIN ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20150725 Time 1722 Day SAT
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20150919
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 22 M H DRUG PROC ST -D 2200 JEEP 1998 -3 A 22350 -M G
2 DRVR 38 F W HNBD STOPPED -A 0700 HONDA 2008 -3 N -N G DRVR COMP PN 38 F 1 0 N G
PASS 38 M 3 0 M G
PASS 9 M 4 0 M Q
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd OCEAN AV Distance (ft)0 Direction Secondary Rd MAIN ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 2 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20151209 Time 1626 Day WED
Primary Collision Factor UNKNOWN Violation Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160225
Weather1 FOG Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 71 M A HNBD RGT TURN W A 0000 LEXUS 2005 --N -G -PASS 64 F 3 0 G -
2 DRVR 63 M W HNBD PROC ST W A 0000 TOYOT 2010 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd 10TH ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.141 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist 10 Beat Type 0 CalTrans 12 Badge 155 Collision Date 20150619 Time 0731 Day FRI
Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type I Ramp/Int 5
1F DRVR 62 F W HNBD ENT TRAF S A 0100 FORD 2009 -3 --M C
2 DRVR 39 F HNBD PROC ST E A 0100 NISSA 2015 -3 N -M C
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd 12TH ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.01 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans 12 Badge 362 Collision Date 20150530 Time 0723 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161109
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 18 M W HNBD PROC ST -A 0100 HONDA 2000 -3 N -M G
2 DRVR 33 M W HNBD PROC ST -C 0200 HARLE 2011 -3 N -P W DRVR OTH VIS 33 M 1 1 P W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)118 Direction N Secondary Rd 1ST ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.64 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans 12 Badge 362 Collision Date 20150515 Time 1247 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 26 M W HNBD LFT TURN N A 0100 LINCO 2002 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 12 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd 24TH ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 31.46 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans 12 Badge 352 Collision Date 20150514 Time 1649 Day THU
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161202
Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MSDMNR Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 34 M W HBD-UI PROC ST -A 0100 ACURA 2003 -3 A 22107 -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)73 Direction S Secondary Rd 5TH ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.41 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 257 Collision Date 20150330 Time 2144 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 20 M H HNBD PROC ST W A 0100 BMW 1999 -3 N -M G
2 DRVR 19 F H HNBD STOPPED W A 0100 TOYOT 2015 -3 N -M G PASS 19 F 3 0 M G
PASS 18 M 4 0 P G
PASS 16 M 5 0 P G
PASS 18 M 6 0 P G
3 DRVR 76 F W HNBD STOPPED W A 0100 TOYOT 2013 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)120 Direction W Secondary Rd ANDERSON ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 31.13 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat 007 Type 0 CalTrans 12 Badge 363 Collision Date 20150101 Time 2316 Day THU
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type OVERTURNED Severity PDO #Killed 0 #Injured 0 Tow Away?Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1F DRVR 47 M H HBD-UI PROC ST E A 0000 DODGE 2001 ----G M
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd ANDERSON ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 31.1 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 007 Type 0 CalTrans 12 Badge 363 Collision Date 20150227 Time 2252 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161025
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 25 M A HNBD PROC ST N -0000 SUZUK 2006 -3 M -M W PASS OTH VIS 20 F 9 1 -Y
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)335 Direction W Secondary Rd ANDERSON ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 31.17 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 007 Type 0 CalTrans 12 Badge 363 Collision Date 20150418 Time 2132 Day SAT
Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?Process Date 20161109
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1F DRVR 33 M B HNBD ENT TRAF N C 0000 KAWA 2012 --N -W -DRVR OTH VIS 32 M 1 1 W -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 13 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
2 DRVR 19 M H HNBD PROC ST S A 0000 HONDA 1996 --N -G -
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd EDISON POWER NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.07 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 257 Collision Date 20150330 Time 0158 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161025
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 21 M H HBD-UNK PROC ST N -0000 HONDA 1999 -3 N -L B DRVR OTH VIS 21 M 1 0 L B
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd MARINA DR NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.281 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans 12 Badge 362 Collision Date 20150521 Time 0759 Day THU
Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type HEAD-ON Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20161109
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type I Ramp/Int 5
1F DRVR 22 F H HNBD LFT TURN -A 0100 FORD 2014 -3 N -M G DRVR OTH VIS 22 F 1 3 M G
2 DRVR 63 F W HNBD PROC ST -A 0100 FORD 2011 -3 N -M G DRVR COMP PN 63 F 1 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)765 Direction S Secondary Rd PHILLIPS NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20150418 Time 1053 Day SAT
Primary Collision Factor NOT DRIVER Violation Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away?Process Date 20151002
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 BICY 21 M O HNBD PROC ST -L 0400 --3 N ---BICY COMP PN 21 M 1 3 V -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)936 Direction S Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.54 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 257 Collision Date 20150216 Time 0033 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161025
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 26 M W HBD-UNK PROC ST N C 0200 HARLE 2003 -3 N -P W DRVR SEVERE 26 M 1 1 P W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)171 Direction N Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.75 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 257 Collision Date 20150325 Time 1727 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20161024
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 21 F W HNBD FATG PROC ST S A 0100 HONDA 2006 -3 N -L G DRVR OTH VIS 21 -1 0 L G
2 DRVR 53 M W HNBD STOPPED S A 0100 MERCE 2012 -3 N -M G
3 DRVR 50 M H HNBD STOPPED S A 0700 AMERI 1984 -3 N -P G PASS COMP PN 47 F 3 0 M G
PASS 15 F 4 0 M C
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 14 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
PASS 20 F 6 0 M C
Primary Rd PACIFIC COAST
HWY
Distance (ft)145 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 3.69 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 191 Collision Date 20150422 Time 0811 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161109
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 45 M W HNBD PROC ST W A 0000 TOYOT 1997 --A 21750 -L -DRVR OTH VIS 45 M 1 3 L -
2 DRVR 39 F O HNBD STOPPED W D 0000 TOYOT 2004 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)82 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.7 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans 12 Badge 362 Collision Date 20150510 Time 1323 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 36 F W HBD-UI PROC ST S A 0100 MAZDA 2014 -3 A 22350 -L G
2 DRVR 24 M H HNBD STOPPED -D 2200 DODGE 2004 -3 N -M G PASS 18 F 3 0 M G
PASS 0 M 5 0 P Q
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PCH Distance (ft)30 Direction E Secondary Rd 5TH ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.41 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans 12 Badge 152 Collision Date 20150423 Time 1817 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161109
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 58 M W HNBD PROC ST E -0000 NISSA 2002 -3 F -M G
2 DRVR 61 M W HNBD SLOWING E -0000 TOYOT 2005 -3 N -M G PASS COMP PN 55 F 2 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ROAD B Distance (ft)215 Direction S Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20151106 Time 1137 Day FRI
Primary Collision Factor WRONG SIDE Violation 21650 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160210
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 64 M W HNBD RGT TURN -A 0100 HYUND 2014 -3 M -M G
2 DRVR 26 M A HNBD PROC ST -A 0100 HONDA 2012 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)40 Direction E Secondary Rd 16TH ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.81 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 361 Collision Date 20150414 Time 0902 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev Loc Type H Ramp/Int -
1F DRVR 80 F W PHYS PROC ST E A 0000 TOYOT 2004 ----G -
2 PRKD 998 -PARKED -A 0000 FORD 2009 ------
3 PRKD 998 -PARKED -A 0000 CADIL 2007 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 15 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd RT 1 Distance (ft)620 Direction N Secondary Rd 1ST ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.74 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans 12 Badge 178 Collision Date 20150218 Time 0736 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1F DRVR 43 M W HNBD PROC ST N A 0000 LEXUS 2006 --M -G -
2 DRVR 39 M H HNBD STOPPED N D 0000 CHEVR 1996 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)25 Direction E Secondary Rd 1ST ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 3.36 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 361 Collision Date 20150316 Time 1431 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 60 M W PROC ST W A 0000 TOYOT 2000 -----G
2 DRVR 19 F O STOPPED W A 0000 HONDA 2008 -----G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)45 Direction W Secondary Rd MAIN ST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.2 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist 2 Beat 00S Type 0 CalTrans 12 Badge 313 Collision Date 20150112 Time 1141 Day MON
Primary Collision Factor DRVR ALC|DRG Violation 23152E Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 20 M W DRUG PROC ST E F 0000 FORD 2000 --A 22350 -G -
2 DRVR 51 M W HNBD STOPPED E A 0000 FORD 1991 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)345 Direction E Secondary Rd MARINER DR NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 31.37 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 361 Collision Date 20150223 Time 1048 Day MON
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161025
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1F DRVR 90 M W HNBD LFT TURN S A 0000 HONDA ----G -DRVR COMP PN 90 M 1 3 G -
PASS 65 M 3 3 G -
PASS 66 F 4 3 G -
2 DRVR 53 M H HNBD PROC ST W A 0000 JEEP 2014 ----G -
3 DRVR 66 M W HNBD PROC ST E A 0000 TOYOT 1998 ----G -
4 DRVR 32 M W HNBD STOPPED E A 0000 FORD 1998 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)471 Direction W Secondary Rd MARINER DR NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 33.36 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 300 Collision Date 20150629 Time 0834 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1F DRVR 23 F HNBD SLOWING N -0000 VOLKS 2012 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 16 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
2 DRVR 54 M HNBD PROC ST N -0000 TOYOT 2013 --N -G -
3 DRVR 22 F HNBD PROC ST N -0000 CHEVR 2003 --A -G -
Primary Rd RT 1 Distance (ft)2309 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.28 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 314 Collision Date 20150207 Time 1816 Day SAT
Primary Collision Factor NOT DRIVER Violation Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1 DRVR 28 M O HNBD PROC ST E A 0000 TOYOT 2010 --N -G -PASS 7 M 6 0 G -
PASS 3 M 4 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)2309 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.28 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat TRAFFI Type 0 CalTrans 12 Badge 314 Collision Date 20150207 Time 1817 Day SAT
Primary Collision Factor NOT DRIVER Violation Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1 DRVR 36 M H HNBD PROC ST E A 0000 BMW 2000 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)243 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.67 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist 6 Beat SOUTH Type 0 CalTrans 12 Badge 313 Collision Date 20150314 Time 1823 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 29 F W HNBD PROC ST W A 0000 HYUND 2012 --N --G
2 DRVR 17 M W HNBD STOPPED W D 0000 TOYOT 2013 --N --G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)0 Direction Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.73 Side of Hwy S
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans 12 Badge 178 Collision Date 20150623 Time 1732 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type H Ramp/Int -
1F DRVR 19 F W HNBD PROC ST S -0000 KIA 2013 --N -G -
2 DRVR 22 M O HNBD STOPPED S -0000 SCION 2006 --N -G -PASS 27 F 3 0 G -
3 DRVR 32 M W HNBD PROC ST S -0000 TOYOT 2013 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 405 Distance (ft)200 Direction S Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?Y Route 405 Postmile Prefix -Postmile 22.6 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 044 Type 0 CalTrans 12 Badge 19290 Collision Date 20150606 Time 1823 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161202
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type H Ramp/Int -
1F DRVR 18 M W HNBD PROC ST N D 2200 FORD 2012 -3 N -M G PASS 17 M 3 0 M G
PASS 16 F 4 0 M G
PASS 17 F 6 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 17 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
2 DRVR 50 M W HNBD STOPPED N A 0100 TOYOT 2014 -3 N -M G PASS 45 F 3 0 M G
3 DRVR 60 M W HNBD STOPPED N A 0700 TOYOT 1997 -3 N -M G PASS 52 F 3 0 M G
Primary Rd SAINT ANDREWS
DR
Distance (ft)0 Direction Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20150809 Time 1000 Day SUN
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160104
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 43 M W HNBD PROC ST S D 0000 FORD 2008 --N -G -
2 DRVR 77 M W HNBD LFT TURN N A 0000 NISSA 2010 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH Distance (ft)150 Direction N Secondary Rd BOLSA NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 152 Collision Date 20150422 Time 1746 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20151002
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 47 F H HNBD PROC ST S A 0100 BMW 2012 -3 F -L G DRVR COMP PN 47 -1 0 M G
PASS OTH VIS 15 M 2 0 L G
2 DRVR 19 F W HNBD STOPPED S A 0100 HONDA 2002 -3 N -M G
3 DRVR 51 M W HNBD STOPPED S A 0100 NISSA 2005 -3 N -M G
4 DRVR 55 M W HNBD STOPPED S A 0100 DODGE 2006 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH Distance (ft)120 Direction N Secondary Rd NORTH GATE NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20151117 Time 0841 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160618
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 91 F HNBD SLOWING S A 0100 BUICK 1998 -3 F -M G
2 DRVR 71 F HNBD STOPPED S A 0100 NISSA 2011 -3 N -M G DRVR COMP PN 71 F 1 0 M G
3 DRVR 48 F HNBD STOPPED S A 0100 DODGE 2008 -3 N -M G
4 DRVR 54 F HNBD STOPPED S -0000 NISSA 2012 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH Distance (ft)0 Direction Secondary Rd RT 405 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 10 Beat Type 0 CalTrans Badge 155 Collision Date 20150717 Time 1257 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151217
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 19 F H HNBD PROC ST N A 0100 HONDA 2005 -3 A 22350 F G -
2 DRVR 44 M HNBD PROC ST --0000 PORSC 2006 -3 --G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 18 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)15 Direction S Secondary Rd 1PLYMOUTH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150303 Time 0830 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150921
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 20 M W HNBD SLOWING N -0000 HONDA 2008 A ---G -
2 DRVR 69 F A HNBD STOPPED --0000 BMW 2014 A ---G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)109 Direction S Secondary Rd ADOLFO LOPEZ NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 365 Collision Date 20151030 Time 2159 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20151210
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 44 M H HNBD PROC ST S D 0000 NISSA 2012 --F -G -DRVR COMP PN 44 M 1 0 G -
2 DRVR 53 M H HNBD STOPPED S I 0000 OTHER 2001 --N -G -PASS 57 M 9 0 --
PASS 998 -9 3 --
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd APOLLO NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20150510 Time 1627 Day SUN
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151022
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 50 M W HNBD CHANG LN S A 0100 VOLKS 1996 -3 N -M G
2 DRVR 28 M W HNBD PROC ST -A 0100 HONDA 2013 -3 N -M G PASS 18 F 3 0 M G
PASS 18 F 4 0 M G
PASS 18 M 6 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)20 Direction N Secondary Rd BOLSA NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 152 Collision Date 20150827 Time 0922 Day THU
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20150917
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 REDUCED RD Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 63 F H HNBD RGT TURN S A 0000 NISSA 1997 --F -G -
2 BICY 63 M W HNBD PROC ST S L 0000 ---N ---BICY COMP PN 63 M 1 1 W -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)35 Direction S Secondary Rd BOLSA AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20150203 Time 1926 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20150316
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 70 M W HNBD PROC ST S A 0000 PORSC 2006 --N --G
2 DRVR 68 F W HNBD PROC ST S A 0000 TOYOT 2004 --N --G DRVR COMP PN 68 F 1 0 -G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 19 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
PASS COMP PN 76 F 3 0 -G
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd BRADBURY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20151226 Time 1231 Day SAT
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160217
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 55 F H HNBD PROC ST -A 0700 CHEVR 1997 -3 N -L M
2 DRVR 22 F O HNBD LFT TURN -D 2200 FORD 2008 -3 N -M G PASS 23 M 3 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)75 Direction Secondary Rd ELECTRIC AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150128 Time 0747 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150812
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 66 M W LFT TURN S A 0000 CHEVR 2015 ----G -
2 DRVR 48 M W PROC ST N A 0000 TOYOT 2013 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd ELECTRIC AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20150713 Time 1852 Day MON
Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151217
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1 DRVR 69 F W HNBD PROC ST S A 0100 NISSA 1997 --N -L -
2 DRVR 53 F W HNBD LFT TURN E A 0700 LAND 2009 --N -L -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd LAMPSON AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 206 Type 0 CalTrans Badge 368 Collision Date 20150111 Time 1950 Day SUN
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20150316
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 52 M A PHYS PROC ST N A 0000 FORD 2013 ----G -DRVR COMP PN 52 M 1 0 G -
2 DRVR 31 M A HNBD LFT TURN E A 0000 HONDA 1995 ----G -PASS COMP PN 28 F 3 0 G -
PASS 5 F 5 0 Q -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)110 Direction S Secondary Rd LAMPSON AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20151006 Time 1933 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160618
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 81 F W HNBD PROC ST N -0000 FORD 2011 --N -L -DRVR OTH VIS 81 F 1 0 G L
2 DRVR 47 F W HNBD STOPPED N -0000 TOYOT 2004 --N -G -DRVR COMP PN 47 F 1 0 G M
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 20 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd MARLIN NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 152 Collision Date 20151104 Time 0720 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160210
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 16 F W HNBD PROC ST -A 0000 HONDA 2007 --F -G -
2 DRVR 17 F W HNBD STOPPED -A 0000 FORD 1994 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)183 Direction N Secondary Rd NORTH GATE NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans Badge Collision Date 20150204 Time 2124 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Process Date 20150826
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 57 F A HNBD PROC ST S A 0000 LEXUS 2000 --F -G M
2 DRVR 63 M W HNBD STOPPED S D 0000 FORD 2004 --N -G M
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)65 Direction N Secondary Rd NORTH GATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20150804 Time 0002 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151230
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 26 F W HNBD PROC ST S A 0100 MERCE 1984 -3 A 14601 -M G
2 DRVR 24 F W HNBD STOPPED S A 0700 JEEP 2014 -3 N -M G
3 DRVR 45 F H HNBD STOPPED S D 2200 TOYOT 2000 -3 A 12500 N M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)150 Direction N Secondary Rd NORTHGATE NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20150117 Time 0625 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160428
Weather1 Weather2 Rdwy Surface Rdwy Cond1 Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With Lighting Ped Action Cntrl Dev Loc Type Ramp/Int
1F DRVR 36 M H HNBD SLOWING S A 0100 FORD 2000 -3 A 22350 F M G
2 DRVR 46 M O HNBD STOPPED S A 0100 CHRYS 2013 -3 N -M G DRVR COMP PN 46 -1 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)445 Direction W Secondary Rd NORTHGATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20151027 Time 0811 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160203
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 42 F W HNBD STOPPED S -0000 HONDA 2011 A ---G -
2 DRVR 62 F O HNBD STOPPED S -0000 TOYOT 2003 A ---G -
3 DRVR 41 F W HNBD STOPPED --0000 LEXUS 2006 A ---G -
4 DRVR 42 F W HNBD STOPPED S -0000 FORD 2013 A ---G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 21 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)667 Direction N Secondary Rd NORTHGATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20151129 Time 1354 Day SUN
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160209
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 30 F H HNBD CHANG LN -A 0700 JEEP 1998 -3 N -M G PASS 33 M 3 0 M G
2 DRVR 58 M W HNBD PROC ST S A 0100 MERCE 2010 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)359 Direction S Secondary Rd OAK RANCH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 21 Beat NORTH Type 0 CalTrans Badge 313 Collision Date 20151129 Time 2038 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 16 M W HNBD PROC ST N A 0000 GMC 2003 --N -G -
2 DRVR 17 M W HNBD PROC ST N A 0000 LEXUS 1999 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)500 Direction E Secondary Rd OLD RANCH PKWY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 106 Type 0 CalTrans Badge 251 Collision Date 20150113 Time 1408 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150806
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 69 F W HNBD CHANG LN S -0000 LEXUS 2001 -D N -G -
2 DRVR 41 F W HNBD SLOWING E -0000 MERCE 2011 -D N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)145 Direction S Secondary Rd OLD RANCH PKY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20150101 Time 2146 Day THU
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160531
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 22 M H HNBD U-TURN S -0000 TOYOT 2014 A -N -G -
2 DRVR 23 M W HNBD PROC ST S -0000 JEEP 2011 A -N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd OLD RANCH PKY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150826 Time 1154 Day WED
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F BICY 27 M A PROC ST N L 0000 -------
2 DRVR 53 F W null E -0000 TOYOT 2009 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 22 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)53 Direction S Secondary Rd OLD RANCH PKY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20151113 Time 1504 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160209
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 22 F O HNBD PROC ST -A 0100 FORD 2008 -3 N -M G
2 DRVR 69 F W HNBD STOPPED E A 0100 HYUND 2015 -2 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd PACIFIC COAST NCIC 3020 State Hwy?Y Route 1 Postmile Prefix -Postmile 32.721 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans 12 Badge 362 Collision Date 20150319 Time 0959 Day THU
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160922
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type I Ramp/Int 5
1F DRVR 77 F W HNBD LFT TURN -A 0800 TOYOT 2004 -3 N -M G
2 DRVR 32 M W HNBD LFT TURN -A 0100 HONDA 1996 -3 N -B G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)40 Direction N Secondary Rd PACIFIC COAST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150818 Time 1516 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 55 M W HNBD PROC ST S D 0000 DODGE 2004 ----G -
2 DRVR 54 M W HNBD STOPPED S A 0000 BMW 2011 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)385 Direction N Secondary Rd PCH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 152 Collision Date 20150805 Time 0546 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160726
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 57 M W IMP UNK IMP UNK PROC ST N A 0100 CHRYS 1998 -3 F -L G DRVR OTH VIS 57 M 1 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd PCH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 206 Type 0 CalTrans Badge 368 Collision Date 20151004 Time 0028 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160201
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 44 M W IMP UNK IMP UNK PROC ST S A 0000 NISSA 2005 ----G -
2 DRVR 20 M H HNBD PROC ST S A 0000 TOYOT 2010 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 23 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)10 Direction N Secondary Rd PLYMOUTH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 429 Collision Date 20151220 Time 1107 Day SUN
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160126
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 66 F W HNBD PROC ST S A 0000 -2014 --G -G -
2 DRVR 51 F A HNBD STOPPED S A 0000 BMW 2011 --G -G -DRVR COMP PN 51 F 1 3 --
PASS COMP PN 15 F 3 3 G -
3 DRVR 74 F W HNBD STOPPED S A 0000 DODGE 2015 --G -G -
4 DRVR 34 M W HNBD STOPPED S A 0000 TOYOT 2013 --G -G -
5 DRVR 58 F W HNBD STOPPED S A 0000 BMW 2003 --G -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)105 Direction S Secondary Rd RD C NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 241 Type 0 CalTrans Badge 251 Collision Date 20151023 Time 1849 Day FRI
Primary Collision Factor WRONG SIDE Violation 21651A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160201
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 67 M HNBD PROC ST N A 0000 GMC 2003 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)42 Direction N Secondary Rd ROSSMOOR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 429 Collision Date 20151228 Time 1151 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160322
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 21 M W HNBD PROC ST S A 0000 FORD 1998 --G -G -DRVR COMP PN 75 M 1 3 G -
2 DRVR 75 M W HNBD STOPPED S A 0000 TOYOT 2006 --G -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd ROSSMOOR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150514 Time 1446 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151014
Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 84 F W HNBD PROC ST N A 0100 KIA 2013 -3 N -M G
2 DRVR 66 M O HNBD STOPPED -A 0100 AUDI 2014 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)212 Direction N Secondary Rd ROSSMOOR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20151101 Time 0710 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160209
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MSDMNR Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 34 M H IMP UNK IMP UNK CHANG LN N A 0100 CHEVR 2014 -3 N -M G
2 DRVR 43 F H HNBD PROC ST N A 0100 VOLVO 2003 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 24 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)35 Direction S Secondary Rd ROSSMOOR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20151015 Time 1925 Day THU
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160129
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 55 F A HNBD CHANG LN S A 0100 LEXUS 2005 -3 A 22350 N M G
2 DRVR 47 M A HNBD STOPPED S I 2000 NABOR 2001 -3 N -M C
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)345 Direction N Secondary Rd RT 1 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 6 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20150315 Time 1230 Day SUN
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160428
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 33 M W HNBD PROC ST S A 0000 TOYOT 2012 --F -G -PASS COMP PN 7 M 4 0 Q -
PASS COMP PN 9 F 6 0 G -
2 DRVR 49 F W HNBD STOPPED S A 0000 MITSU 2013 --N -G -
3 DRVR 51 M W HNBD STOPPED S A 0000 VOLKS 2014 --N -G -PASS 50 F 3 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)18 Direction N Secondary Rd SAINT ANDREWS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat PATRO Type 0 CalTrans Badge 314 Collision Date 20150928 Time 1923 Day MON
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20151124
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 36 F H PROC ST S A 0000 NISSA 2015 --N -G -PASS 25 F 6 0 G -
PASS 61 F 3 0 G -
2 DRVR 67 F W LFT TURN W A 0000 HONDA 2008 --N -G -DRVR COMP PN 67 F 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd SAINT ANDREWS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20151114 Time 1838 Day SAT
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160209
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 25 F H HNBD PROC ST S A 0100 HONDA 2008 -3 N -L G DRVR COMP PN 25 F 1 0 L G
2 DRVR 61 F W HNBD LFT TURN -A 0100 TOYOT 2013 -3 N -L G DRVR COMP PN 61 F 1 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd SAINT ANDREWS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 317 Collision Date 20150516 Time 1637 Day SAT
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151022
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 19 F A HNBD PROC ST S A 0100 TOYOT 2010 -3 N -M G
2 DRVR 83 F W null W A 0100 CHEVR 2013 ----M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 25 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd SAINT ANDREWS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 11 Beat Type 0 CalTrans Badge 368 Collision Date 20151219 Time 2009 Day SAT
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type REAR END Severity INJURY #Killed 0 #Injured 3 Tow Away?Y Process Date 20160121
Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 74 F W HNBD PROC ST N A 0100 NISSA 2015 -3 --L G DRVR COMP PN 74 F 1 0 L G
2 DRVR 63 M W HNBD STOPPED N D 2200 TOYOT 2008 -3 --M G DRVR COMP PN 63 M 1 0 M G
PASS COMP PN 59 F 3 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)65 Direction S Secondary Rd SAINT CLOUD DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 20 Beat Type 0 CalTrans Badge 313 Collision Date 20151114 Time 1742 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160209
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 88 F W HNBD PROC ST N A 0000 TOYOT 2008 ----G -
2 DRVR 61 F W HNBD STOPPED N A 0000 FORD 2006 --N -G -PASS 66 M 3 3 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)104 Direction S Secondary Rd ST CLOUD ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 304 Collision Date 20151208 Time 1450 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160225
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 79 M W HNBD PROC ST N A 0000 CHEVR 2014 --F -G -
2 DRVR 52 F W HNBD STOPPED N A 0000 SUBAR 2013 --N -G -
3 DRVR 53 F HNBD STOPPED N A 0000 MERCE 2000 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd TOWN CENTER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 362 Collision Date 20151217 Time 1643 Day THU
Primary Collision Factor IMPED TRAFFIC Violation 22526A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160225
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 34 M W HNBD PROC ST E A 0700 ACURA 2013 -3 N -N G PASS 36 F 3 0 L G
2 DRVR 35 M W HNBD PROC ST -A 0100 CHEVR 2015 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd TOWN CENTER DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20150804 Time 2015 Day TUE
Primary Collision Factor OTHER HAZ Violation 21451A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 54 F B HNBD PROC ST -A 0100 HONDA 2006 -3 N -L G
2 DRVR 70 F W HNBD PROC ST E A 0100 TOYOT 2010 -3 N -L G PASS 71 M 3 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 26 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)292 Direction N Secondary Rd TOWN CENTER DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150815 Time 1240 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160104
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 18 F W HNBD PROC ST -A 0100 SATUR 2002 -3 N -L G DRVR OTH VIS 18 F 1 0 L G
PASS 20 M 6 0 M G
PASS 18 M 3 0 P G
2 DRVR 57 F W HNBD STOPPED S A 0800 HONDA 2013 -3 N -M G PASS 11 F 3 0 M G
3 DRVR 19 F O HNBD STOPPED S A 0700 LEXUS 2001 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd TOWN CENTER DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 304 Collision Date 20151021 Time 1748 Day WED
Primary Collision Factor NOT STATED Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151120
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 25 M W HNBD PROC ST S -0000 HYUND 2014 A -N -M G
2 DRVR 27 F H HNBD LFT TURN N -0000 FORD 2010 A -N -M -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)68 Direction S Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 365 Collision Date 20150522 Time 1826 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20150626
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 54 M W HNBD RGT TURN S -0000 HONDA 2001 -2 N -G -DRVR COMP PN 54 M 1 1 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)446 Direction S Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20150603 Time 1805 Day WED
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151110
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 28 F W HNBD PASSING N -0000 TOYOT 2007 --N -G -
2 DRVR 41 F W HNBD CHANG LN N -0000 INFIN 2014 --N -G -PASS 3 M 4 0 Q -
PASS 6 M 6 0 Q -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)190 Direction S Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20150712 Time 1547 Day SUN
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20150825
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 51 M B HNBD SLOWING N C 0000 YAMAH 2002 --N -W -DRVR COMP PN 51 M 1 0 W -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 27 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)25 Direction N Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 300 Collision Date 20150810 Time 0017 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160809
Weather1 CLEAR Weather2 Rdwy Surface Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 18 F H HBD-UI PROC ST N A 0000 DODGE 2009 --A 23136 -G -PASS 20 M 3 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)40 Direction N Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORHT Type 0 CalTrans Badge 365 Collision Date 20151114 Time 0343 Day SAT
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160209
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 24 M W HBD-UI LFT TURN N A 0000 HONDA 2006 --A 22107 -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)60 Direction N Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 11 Beat NORTH Type 0 CalTrans Badge 368 Collision Date 20151219 Time 1848 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type OVERTURNED Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160121
Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 19 M H HNBD PROC ST N D 2200 NISSA 2008 -3 --L G PASS COMP PN 19 F 3 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)500 Direction N Secondary Rd WESTMINSTER BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 423 Collision Date 20150121 Time 1915 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Process Date 20150304
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 65 M W HNBD LFT TURN W A 0000 CHRYS 1997 --N -G -PASS 50 F 3 0 G -
2 DRVR 55 M W HNBD PROC ST S C 0000 HARLE 2010 --N -W -DRVR SEVERE 55 M 1 0 W -
PASS SEVERE 49 F 2 1 Y -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)15 Direction N Secondary Rd WESTMINSTER BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150121 Time 0655 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150812
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 54 M W HNBD PROC ST S A 0000 TOYOT 2007 ----G -
2 DRVR 34 M W HNBD STOPPED S A 0000 FORD 2013 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 28 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)48 Direction S Secondary Rd WESTMINSTER BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat PATRO Type 0 CalTrans Badge 314 Collision Date 20150216 Time 0057 Day MON
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150820
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 53 F W HBD-UI RGT TURN N A 0000 TOYOT 2002 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd WESTMINSTER BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 007 Type 0 CalTrans Badge 363 Collision Date 20150412 Time 2241 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160719
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 25 M H HBD-UI PROC ST S -0000 TOYOT 2012 A -A 22350 -G M
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)336 Direction S Secondary Rd WESTMINSTER BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 423 Collision Date 20151211 Time 0939 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160225
Weather1 CLEAR Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 42 M H HNBD RAN OFF RD S D 0000 CHEVR 1991 --K -G -PASS 34 M 3 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)97 Direction S Secondary Rd WESTMINSTER BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20151224 Time 1423 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160121
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 56 M W HNBD PROC ST S C 0200 HONDA 2015 -3 N -P W DRVR OTH VIS 56 M 1 1 P W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SOUTHSHORE Distance (ft)350 Direction N Secondary Rd BOLSA NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20150207 Time 1202 Day SAT
Primary Collision Factor UNKNOWN Violation Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150825
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 PRKD 998 -HNBD PARKING S A 0700 TOYOT 2012 -3 N ---
2 PRKD 998 -HNBD PARKING S A 0100 TOYOT 1999 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 29 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd ST CLOUD Distance (ft)150 Direction S Secondary Rd DRUID LN NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150728 Time 0643 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 88 M A HNBD RAN OFF RD W -0000 NISSA 2002 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)0 Direction Secondary Rd APOLLO NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150730 Time 1601 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 38 F W HNBD PROC ST E A 0100 CHRYS 2004 -3 N -L G
2 DRVR 31 M H HNBD STOPPED E A 0100 VOLVO 2001 -3 N -L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)30 Direction E Secondary Rd APOLLO NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist WOC Beat 00N Type 0 CalTrans Badge 152 Collision Date 20151118 Time 0710 Day WED
Primary Collision Factor UNKNOWN Violation Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 2 Tow Away?N Process Date 20151221
Weather1 Weather2 Rdwy Surface Rdwy Cond1 Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1 BICY 45 M HNBD PROC ST W L 0400 --3 M ---BICY OTH VIS 45 -1 1 P W
2 BICY 31 M HNBD PROC ST W L 0400 --3 N ---BICY COMP PN 31 M 1 1 P W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)1104 Direction W Secondary Rd BOLSA CHICA NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20150725 Time 1016 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 25 F H HNBD PROC ST -A 0100 CHEVR 2013 -3 N -L G
2 DRVR 19 F W HNBD STOPPED -A 0100 MERCE 2005 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)78 Direction W Secondary Rd BOLSA CHICA NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20151016 Time 0722 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160204
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 62 M W HNBD PROC ST E A 0700 KIA 2014 -3 N -M G
2 DRVR 48 M H HNBD STOPPED -D 2200 CHEVR 2002 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 30 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER AV Distance (ft)4484 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans Badge 363 Collision Date 20150117 Time 0236 Day SAT
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150801
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 23 F B HBD-UI PROC ST E A 0000 HONDA 2004 --A 22350 G G M PASS 18 M 3 0 G -
PASS 21 M 5 0 G -
2 DRVR 39 M HNBD STOPPED -A 0000 TOYOT 2002 --G -G M
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)180 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans Badge 363 Collision Date 20150314 Time 1814 Day SAT
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 24 M W HNBD BACKING W D 0000 DODGE 1998 --N --G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)530 Direction E Secondary Rd ISLAND VILLAGE NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20150716 Time 0248 Day THU
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151218
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 25 M W HBD-UI PROC ST E A 0000 PONTI 2008 --A 22107 -M -PASS 25 M 3 0 M -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)0 Direction Secondary Rd KITTS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150306 Time 1623 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 21 M O HNBD PROC ST W A 0700 SUBAR 1998 -3 N -M G
2 DRVR 48 M W HNBD PARKING -C 0200 TRIUM 2001 -3 N -P W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)786 Direction E Secondary Rd KITTS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20151022 Time 0635 Day THU
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160201
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 52 M W HNBD CHANG LN E A 0100 CHEVR 1995 -3 N -M G
2 DRVR 21 F H HNBD PROC ST -A 0100 HONDA 2006 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 31 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER AV Distance (ft)0 Direction Secondary Rd KITTS HWY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 422 Collision Date 20150327 Time 1225 Day FRI
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160428
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With MV ON OTHER RD Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 70 M W HNBD PROC ST E A 0000 CHRYS 2003 --F -G M DRVR COMP PN 69 M 1 0 G -
2 DRVR 56 F H HNBD LFT TURN N A 0000 NISSA 1999 --N -G M DRVR COMP PN 56 F 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)575 Direction E Secondary Rd KITTS RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat TRAFFI Type 0 CalTrans Badge 246 Collision Date 20150527 Time 1828 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151021
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 62 M W HNBD PROC ST W A 0000 MITSU 2010 --N -M -
2 DRVR 64 F A HNBD PROC ST W A 0000 LEXUS 2005 --N -M -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)315 Direction E Secondary Rd ROAD B NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20150217 Time 2340 Day TUE
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150820
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 26 F W HBD-UI PROC ST E A 0000 KIA 2012 --A 22107 -L -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)740 Direction E Secondary Rd ROAD C NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 11 Beat 006 Type 0 CalTrans Badge 174 Collision Date 20150315 Time 1508 Day SUN
Primary Collision Factor UNKNOWN Violation Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20150422
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 85 F W HNBD U-TURN E A 0000 NISSA 2006 --N -G -
2 DRVR 45 M W HNBD PROC ST E C 0000 HARLE 2007 --N -W -DRVR OTH VIS 45 M 1 1 W -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)15 Direction E Secondary Rd SEAL BEACH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20150107 Time 1205 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20150312
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 32 M HNBD SLOWING W A 0000 TOYOT 2011 --F -G -
2 DRVR 71 F HNBD STOPPED W A 0000 NISSA 2001 --N -G -DRVR COMP PN 71 -1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 32 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER AV Distance (ft)185 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20150218 Time 1811 Day WED
Primary Collision Factor DRVR ALC|DRG Violation 23152E Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150820
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 27 F W DRUG PROC ST W A 0100 TOYOT 2007 -3 A 22350 -L G
2 DRVR 41 F W HNBD STOPPED W A 0100 HYUND 2015 -3 N -M G
3 DRVR 35 M W HNBD STOPPED W A 0100 HONDA 2010 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)0 Direction Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist WOC Beat Type 0 CalTrans Badge 362 Collision Date 20150219 Time 1645 Day THU
Primary Collision Factor UNKNOWN Violation 23100B Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20150820
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 46 M A HNBD LFT TURN -A 0100 NISSA 2014 -3 A 21658 -M G
2 DRVR 84 F W HNBD RGT TURN E A 0700 TOYOT 2002 -3 N -M G PASS 47 -9 3 --
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)1320 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 152 Collision Date 20150311 Time 0109 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HEAD-ON Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20150422
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 21 M H HNBD LFT TURN W -0000 HONDA 1996 A -F -L -
2 DRVR 59 F W HNBD PROC ST E -0000 NISSA 2013 A -N -L -DRVR COMP PN 59 -1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)900 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20150517 Time 1547 Day SUN
Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151021
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 31 M H HNBD LFT TURN N A 0000 DODGE 2010 --N -G -PASS 40 F 3 0 G -
PASS 4 M 6 0 G -
PASS 2 M 4 0 G -
2 DRVR 81 M W HNBD PROC ST E A 0000 HONDA 1990 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)70 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTT Type 0 CalTrans Badge 246 Collision Date 20150518 Time 1751 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20151019
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 46 M H HNBD PROC ST W -0000 GMC 1984 -D N -X P
2 DRVR 40 M W HNBD STOPPED W -0000 TOYOT 2007 A -N -M -PASS 4 F 5 0 Q -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 33 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER AV Distance (ft)0 Direction Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20150605 Time 1314 Day FRI
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Process Date 20151110
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 75 F O HNBD RGT TURN -A 0100 HYUND 2014 -3 N -M G
2 DRVR 52 F W HNBD LFT TURN -D 2200 DODGE 1999 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)395 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 246 Collision Date 20150614 Time 1732 Day SUN
Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151110
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 73 F W HNBD LFT TURN N A 0100 FORD 2008 --N -L G
2 DRVR 23 M H HNBD PROC ST W A 0100 BMW 2007 --N -L -PASS 21 F 3 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)630 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 300 Collision Date 20150615 Time 1135 Day MON
Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160620
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With MV ON OTHER RD Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 73 M HNBD RGT TURN W -0000 HONDA 2014 A ---G -DRVR OTH VIS 73 M 1 0 G -
2 DRVR 22 F HNBD PROC ST W -0000 FORD 2010 A ---G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)406 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150707 Time 1311 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20151217
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 72 F W HNBD LFT TURN N -0000 TOYOT 2011 ----G -
2 DRVR 70 M W HNBD PROC ST W -0000 FORD 2001 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)492 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 11 Beat NORTH Type 0 CalTrans Badge 313 Collision Date 20150801 Time 1724 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20150917
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 24 M W HNBD PROC ST E C 0000 HARLE 2015 --N -W -DRVR COMP PN 24 M 1 0 G -
2 DRVR 44 M B HNBD STOPPED E A 0000 MERCE 2010 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 34 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER AV Distance (ft)12 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 365 Collision Date 20150813 Time 1819 Day THU
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160726
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 63 M W HNBD PROC ST W E 0000 FORD 1997 --E -G -
2 DRVR 54 F B HNBD STOPPED W E 0000 GMC 1995 --N -G -DRVR COMP PN 54 F 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)108 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20151003 Time 1639 Day SAT
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type OVERTURNED Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20151125
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 998 -IMP UNK IMP UNK CHANG LN W D 2200 OTHER -3 L ---
2 DRVR 72 M W HNBD PROC ST -C 0200 HARLE 2008 -3 L -P W DRVR OTH VIS 72 M 1 1 P W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)94 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 106 Type 0 CalTrans Badge 251 Collision Date 20151007 Time 1048 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160201
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 21 F W HNBD PROC ST W A 0000 FORD 2004 --F -G -
2 DRVR 38 M W HNBD STOPPED W D 0000 DODGE 2013 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)200 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20151028 Time 1642 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160201
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 25 F HNBD SLOWING W -0000 MAZDA 2002 --F -L G
2 DRVR 61 F HNBD STOPPED W -0000 HONDA 2008 --N -M G
3 DRVR 29 F HNBD STOPPED W -0000 FORD 2014 --N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)940 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 11 Beat ROVER Type 0 CalTrans Badge 368 Collision Date 20151107 Time 2124 Day SAT
Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20151215
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 62 F W HNBD LFT TURN S A 0100 MAZDA 2002 --N -L G DRVR COMP PN 62 F 1 0 L G
2 DRVR 20 F W HNBD PROC ST E A 0100 HONDA 2013 --N -L G DRVR COMP PN 20 F 1 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 35 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2015 thru 12/31/2015
Report Run On: 12/12/2016
Total Count: 177
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER BL Distance (ft)25 Direction W Secondary Rd APOLLO NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150310 Time 0917 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20150918
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 65 M W HNBD PROC ST E D 0000 CHEVR 1998 -----G
2 DRVR 44 F W HNBD STOPPED E A 0000 LEXUS 2012 -----G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER BL Distance (ft)1800 Direction W Secondary Rd BOLSA CHICA NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20151110 Time 1736 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160209
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 43 M O PROC ST E A 0000 LEXUS 2014 ----G -
2 DRVR 52 M W SLOWING E A 0000 KIA 2012 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER BL Distance (ft)235 Direction E Secondary Rd ROAD B NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20151101 Time 0823 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160210
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 88 M W HNBD UNS TURN -A 0100 CHEVR 2007 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER BL Distance (ft)370 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20150217 Time 1130 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20150317
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 69 M W HNBD RGT TURN W A 0000 TOYOT 1993 ----G -
2 DRVR 22 F H HNBD PROC ST W A 0000 HONDA 1988 ----G -DRVR COMP PN 22 F 1 3 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 36 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
REPORT 8 - TOTAL COLLISIONS
STATE OF CALIFORNIA
DEPARTMENT OF CALIFORNIA HIGHWAY PATROL
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd 1 POWER SPUR Distance (ft)0 Direction Secondary Rd ST CLOUD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20160916 Time 1544 Day FRI
Primary Collision Factor R-O-W PED Violation 21950A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PED Lighting DAYLIGHT Ped Action X-WLK AT Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 49 F W HNBD RGT TURN E A 0700 INFIN 2013 A -N -M G
2 PED 89 M W HNBD PROC ST N N 6000 ---N -P -PED COMP PN 89 M 1 0 P -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 10TH ST Distance (ft)335 Direction S Secondary Rd RT 1 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 241 Type 0 CalTrans Badge 251 Collision Date 20160926 Time 1958 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161108
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 64 M W HNBD RGT TURN N A 0000 HYUND 2016 ----G -
2 PRKD 998 -HNBD PARKED N A 0000 MERCE 2013 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 17TH ST Distance (ft)254 Direction N Secondary Rd ELECTRIC AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 241 Type 0 CalTrans Badge 251 Collision Date 20161117 Time 1836 Day THU
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 64 M W HNBD BACKING S A 0000 HONDA 2007 --A 22350 -G -
2 PRKD 998 -PARKED -A 0000 FORD 2002 ------
3 PRKD 998 -PARKED -A 0000 HONDA 2010 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd 1ST ST Distance (ft)14 Direction S Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 365 Collision Date 20160212 Time 0313 Day FRI
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160315
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 30 F H HBD-UI U-TURN S A 0000 CHEVR 2006 --A 22107 -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 1 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd 7TH ST Distance (ft)150 Direction S Secondary Rd ELECTRIC NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat PATRO Type 0 CalTrans Badge 314 Collision Date 20160626 Time 1729 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160830
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 57 M W HBD-UNK PROC ST S A 0000 FIAT 2012 ----G -
2 PRKD 998 -S -0000 VOLKS 2011 --N ---
3 PRKD 998 -null S -0000 CHEVR 2014 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ALLEY Distance (ft)0 Direction N Secondary Rd MAIN ST 308 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 3020 Beat SOUTH Type 0 CalTrans Badge 429 Collision Date 20160110 Time 1227 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160324
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MSDMNR Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 57 F W HBD-UI RGT TURN E D 2200 CHEVR 2006 --A 22107 -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ALLEY Distance (ft)7 Direction S Secondary Rd RT 1 NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 940 Type 0 CalTrans Badge 251 Collision Date 20160807 Time 1705 Day SUN
Primary Collision Factor NOT STATED Violation Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161129
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 48 M W HNBD LFT TURN N A 0000 CHEVR 2015 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ANDERSON Distance (ft)161 Direction S Secondary Rd RT 1 NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 241 Type 0 CalTrans Badge 251 Collision Date 20161025 Time 2147 Day TUE
Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 19 M W HBD-UI PROC ST W A 0000 MITSU 2002 --A 22350 -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd BALBOA DR Distance (ft)0 Direction Secondary Rd COASTLINE DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 368 Collision Date 20160306 Time 0422 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160413
Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 34 M W HNBD PROC ST S A 0100 HONDA 2011 -3 E -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 2 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd BAYSIDE DR Distance (ft)132 Direction S Secondary Rd CORAL PL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 431 Collision Date 20160429 Time 0003 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160601
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 29 F W FATG PROC ST N -0000 TOYOT 2001 A -F -G -
2 PRKD 998 -PARKED --0000 TOYOT 2013 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd BOLSA Distance (ft)30 Direction W Secondary Rd SILVER SHOALS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat PATRO Type 0 CalTrans Badge 314 Collision Date 20160626 Time 2256 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type OVERTURNED Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160817
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 28 M W HBD-UNK PROC ST N -0000 HARLE 1990 -2 A -W -DRVR SEVERE 28 M 1 1 W -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd BOLSA AV Distance (ft)17 Direction W Secondary Rd ISLAND VIEW DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20160422 Time 1404 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160531
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 19 F W HNBD PROC ST E A 0100 KIA 2014 -3 N -M G
2 DRVR 69 F W HNBD STOPPED E A 0100 HONDA 2007 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd CANDLEBERRY AV Distance (ft)752 Direction E Secondary Rd FUCHSIA ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 3 Beat NORTH Type 0 CalTrans Badge 313 Collision Date 20160716 Time 0400 Day SAT
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 25 M A HBD-UI PROC ST E A 0000 HONDA 2013 --N -G -DRVR COMP PN 25 M 1 0 G -
2 PRKD 998 -null --0000 CHEVR 2010 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd CENTRAL AV Distance (ft)0 Direction Secondary Rd 7TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20160115 Time 2025 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160325
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MSDMNR Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 57 M W HNBD RGT TURN W A 0700 CHEVR 2015 -3 N -M G
2 PRKD 998 -HNBD PARKED -D 2200 TOYOT 2002 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 3 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd CENTRAL AV Distance (ft)33 Direction E Secondary Rd 7TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20160905 Time 1524 Day MON
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161011
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MSDMNR Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 21 M H HBD-UNK UNS TURN W A 0100 HONDA 2010 -1 N -M G
2 PRKD 998 -PARKED W D 2200 TOYOT 2002 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd COASTLINE DR Distance (ft)122 Direction W Secondary Rd MARVISTA AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 7 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20160612 Time 2310 Day SUN
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160721
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 25 M W HBD-UI LFT TURN S A 0100 FORD 2013 --A 22350 -G -
2 PRKD 998 -PARKED -A 0100 LEXUS 2004 --N ---
3 PRKD 998 -PARKED -A 0100 INFIN 2013 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ELDORADO Distance (ft)265 Direction N Secondary Rd CANOE BROOK NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20160114 Time 1556 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type OVERTURNED Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160317
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 72 F W HNBD FATG PROC ST S A 0100 HONDA 2003 -3 A N L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ELECTRIC AV Distance (ft)78 Direction E Secondary Rd 12TH ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 4 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20160610 Time 2114 Day FRI
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160817
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 18 M H DRUG RAN OFF RD E A 0000 HONDA 1994 --A 22107 -B -DRVR COMP PN 18 M 1 0 B -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ELECTRIC AV Distance (ft)158 Direction W Secondary Rd MAIN ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 304 Collision Date 20160721 Time 1206 Day THU
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161010
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 52 F W HNBD BACKING E A 0000 VOLVO 2006 --F -M -
2 DRVR 46 M W HNBD RGT TURN S A 0000 TOYOT 2016 --N -M -PASS 38 M 6 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 4 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd GOLDEN RAIN Distance (ft)0 Direction Secondary Rd CANOE BROOK NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20160229 Time 0114 Day MON
Primary Collision Factor OTHER IMPROP DRV Violation Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160413
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 56 M W HBD-UI PROC ST S A 0100 TOYOT 2008 -3 N -M G
2 PRKD 998 -HNBD PARKED S A 0100 NISSA 2009 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd HEATHER ST Distance (ft)0 Direction Secondary Rd HEATHER ST 3960 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20160422 Time 0847 Day FRI
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160531
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 46 M H HNBD BACKING E I 1100 ISUZU 2005 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON Distance (ft)108 Direction E Secondary Rd BASSWOOD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20160708 Time 1336 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 49 M H HNBD RGT TURN E D 0000 CHEVR 1992 ----G -
2 BICY 59 F W HNBD RAN OFF RD E L 0000 -------BICY OTH VIS 59 -9 3 --
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON Distance (ft)1164 Direction E Secondary Rd OLD RANCH PLZ NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 3020 Beat NORTH Type 0 CalTrans Badge 429 Collision Date 20160112 Time 0722 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160323
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 25 M W HNBD PROC ST W A 0100 MAZDA 2012 A -F -M G
2 DRVR 29 M H HNBD PROC ST W F 2600 OTHER 2002 A -N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)74 Direction W Secondary Rd BASSWOOD ST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 432 Collision Date 20161017 Time 0715 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 RAINING Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 16 M A HNBD LFT TURN W A 0700 CHEVR 2004 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 5 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd LAMPSON AV Distance (ft)0 Direction Secondary Rd CANDLEBERRY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20160115 Time 1110 Day FRI
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160323
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 21 M H HNBD PROC ST -I 1100 ISUZU 2014 -1 A 23123 -M G PASS 29 M 2 0 M G
PASS 28 M 3 0 M G
2 DRVR 78 F W HNBD LFT TURN -A 0100 LEXUS 2005 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)238 Direction W Secondary Rd CANDLEBERRY AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 141 Type 0 CalTrans Badge 251 Collision Date 20160520 Time 1456 Day FRI
Primary Collision Factor UNKNOWN Violation Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160719
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 60 F A IMP UNK IMP UNK PROC ST E A 0000 TOYOT 2009 ----G -DRVR SEVERE 60 F 1 0 L -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)1174 Direction W Secondary Rd HEATHER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 141 Type 0 CalTrans Badge 251 Collision Date 20160527 Time 0657 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160719
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 22 F H HNBD PROC ST W A 0000 VOLKS 2002 ----L -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)0 Direction Secondary Rd HEATHER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 20 Beat 006 Type 0 CalTrans Badge 174 Collision Date 20160123 Time 1617 Day SAT
Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160322
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 43 M W HNBD U-TURN W A 0000 JEEP 2013 --N -G -
2 DRVR 69 F W HNBD PROC ST E A 0000 SUBAR 2015 --N -G -DRVR COMP PN 69 F 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd LAMPSON AV Distance (ft)38 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20160809 Time 1807 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20161010
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 53 M W HNBD RGT TURN E -0000 ---N -W -DRVR OTH VIS 53 M 1 1 W -
2 DRVR 30 M O HNBD RGT TURN E -0000 AUDI 2013 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 6 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd MAIN ST Distance (ft)0 Direction Secondary Rd CENTRAL AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20160307 Time 1219 Day MON
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160412
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With BICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 68 F W HNBD PARKING -A 0700 CHEVR 2012 -3 N -M G
2 BICY 69 M O HNBD PROC ST -L 0400 --3 A 21755 N --BICY OTH VIS 69 -1 1 P V
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd MAIN ST Distance (ft)0 Direction Secondary Rd MAIN ST 215 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20160720 Time 1132 Day WED
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160909
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 47 M W HNBD BACKING E A 0700 TOYOT 1997 -3 N -M G
2 DRVR 55 M W HNBD STOPPED S I 0900 FREIG 2005 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd N BOUND SEAL
BEACH BL
Distance (ft)273 Direction S Secondary Rd PACIFIC COAST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 300 Collision Date 20161003 Time 0240 Day MON
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 29 F HBD-UI PROC ST N A 0000 HYUND 2014 --A 22350 -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd NORTH GATE RD Distance (ft)0 Direction Secondary Rd NORTH GATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20160714 Time 1637 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 75 M W HNBD PROC ST W A 0000 FORD 2012 --N -G -
2 DRVR 62 M W HNBD LFT TURN W A 0000 CHEVR 2006 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd OCEAN ALLEY Distance (ft)122 Direction N Secondary Rd OCEAN AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20161019 Time 2329 Day WED
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 37 F H HBD-UI BACKING E A 0000 CHRYS 2001 --N -G -
2 PRKD 998 -PARKED E A 0000 INFIN 2005 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 7 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd 1ST ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 002 Type 0 CalTrans Badge 362 Collision Date 20160202 Time 0727 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160317
Weather1 CLEAR Weather2 Rdwy Surface Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With Lighting DUSK/DAWNPed Action Cntrl Dev Loc Type Ramp/Int
1F DRVR 22 F O HNBD PROC ST N A 0100 TOYOT 2008 -3 N -L A
2 DRVR 67 F W HNBD STOPPED S A 0700 ACURA 2004 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd PACIFIC COAST
HWY
Distance (ft)0 Direction Secondary Rd MARINA DR NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 422 Collision Date 20161008 Time 0532 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MSDMNR Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 20 M H HNBD OPPOS LN W A 0000 HONDA 1995 --A -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd ROSSMOOR
CENTER WY
Distance (ft)60 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20161021 Time 1446 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HEAD-ON Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 89 F W HNBD RGT TURN W A 0000 TOYOT 2001 --N -H -DRVR OTH VIS 89 F 1 0 H -
2 DRVR 54 F B HNBD PROC ST E A 0000 CADIL 2012 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)172 Direction S Secondary Rd 10TH ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20161129 Time 0720 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 39 M W HNBD PROC ST S A 0100 NISSA 2015 -3 N -L G
2 DRVR 29 M W HNBD STOPPED S A 0700 JEEP 1996 -3 N -M G
3 DRVR 31 F W HNBD STOPPED S A 0100 TOYOT 2012 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)0 Direction Secondary Rd 13TH ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 6 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20161021 Time 1839 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 17 F W HNBD SLOWING N A 0000 NISSA 2010 --N -G -DRVR COMP PN 44 F 1 0 G -
2 DRVR 44 F W HNBD STOPPED N A 0000 DODGE 2013 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 8 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd RT 1 Distance (ft)0 Direction Secondary Rd 8TH ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 317 Collision Date 20160608 Time 1320 Day WED
Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 Tow Away?Y Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 31 F W HNBD LFT TURN S -0000 FORD 2008 A -A ---DRVR COMP PN 31 F 1 0 G -
PASS COMP PN 6 F 6 0 G -
2 DRVR 20 F W HNBD PROC ST E -0000 NISSA 2002 A -A 22350 ---DRVR COMP PN 20 F 1 3 --
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)24 Direction E Secondary Rd 8TH ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 298 Collision Date 20161118 Time 1313 Day FRI
Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 23 F HNBD LFT TURN S A 0000 HONDA 2010 --N -G -PASS 1 M 6 3 G -
PASS 4 F 4 3 G -
2 DRVR 68 F HNBD PROC ST E A 0000 JAGUA 2006 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)291 Direction N Secondary Rd ANDERSON ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20161018 Time 2203 Day TUE
Primary Collision Factor R-O-W AUTO Violation 21801B Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 998 F W HNBD PROC ST E A 0000 FORD 1998 --N -G -
2 DRVR 40 M H HBD-NUI MERGING E A 0000 FORD 1995 --N -G -DRVR COMP PN 40 M 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd RT 1 Distance (ft)631 Direction S Secondary Rd MARINER DR NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 12 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20160925 Time 2249 Day SUN
Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 4 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 27 F W HNBD LFT TURN W A 0000 VOLKS 2013 --N -G -DRVR OTH VIS 27 F 1 0 L -
PASS 29 M 3 0 G -
PASS COMP PN 29 M 4 0 G -
PASS OTH VIS 28 F 6 0 G -
2 DRVR 23 F W HNBD PROC ST N A 0000 FORD 2010 --N -G -DRVR OTH VIS 23 F 1 0 L -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 9 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd RT 1 Distance (ft)827 Direction N Secondary Rd PHILLIPS ST NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 191 Collision Date 20160723 Time 0906 Day SAT
Primary Collision Factor NOT DRIVER Violation Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20161007
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 OBSTR ON RD Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1 BICY 47 F HNBD PROC ST N -0000 ---E ---BICY COMP PN 47 F 9 3 --
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)710 Direction N Secondary Rd BOLSA AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20160329 Time 0613 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160412
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 33 F W HNBD PROC ST S A 0700 JEEP 2005 -3 N -M G DRVR COMP PN 33 F 1 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)566 Direction S Secondary Rd BRADBURY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 429 Collision Date 20160228 Time 1849 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160412
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 76 M W HNBD LFT TURN N A 0000 MERCE 1983 --N -G -
2 DRVR 32 F W HNBD PROC ST S A 0000 BMW 2013 --N -G -DRVR COMP PN 32 F 1 3 G -
3 DRVR 52 F W HNBD STOPPED E A 0000 CHEVR 2002 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)1320 Direction S Secondary Rd BRADBURY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20160928 Time 1443 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 44 M W HNBD SLOWING S A 0100 FORD 2012 -3 A 22350 F M G
2 DRVR 16 F HNBD STOPPED S A 0100 HONDA 2008 -3 N -L G
3 DRVR 78 M HNBD STOPPED S A 0800 CHRYS 2001 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)120 Direction S Secondary Rd BRADBURY RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 106 Type 0 CalTrans Badge 251 Collision Date 20160622 Time 1123 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160722
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 42 F W HNBD PROC ST S -0000 FORD 1998 ----G -
2 DRVR 36 F H HNBD RGT TURN S -0000 FORD 2008 ----G -
3 DRVR 27 M H HNBD STOPPED --0000 BMW 2002 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 10 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)65 Direction S Secondary Rd BRADBURY RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 191 Collision Date 20160729 Time 1737 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161010
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 22 F W LFT TURN N A 0000 DODGE 2013 ----G -
2 DRVR 76 M W PROC ST N A 0000 LEXUS 2011 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd GOLDEN RAIN NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20160120 Time 1352 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160317
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 17 M W HNBD PROC ST -A 0700 TOYOT 2009 -3 N -M G
2 DRVR 998 F W HNBD STOPPED -A 0700 JEEP 2014 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)50 Direction N Secondary Rd GOLDEN RAIN NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20160715 Time 1201 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160930
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 48 F B SLOWING S A 0000 FORD 2001 ----G -
2 DRVR 44 M W STOPPED S A 0000 TOYOT 2008 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)27 Direction S Secondary Rd LAMPSON AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 141 Type 0 CalTrans Badge 251 Collision Date 20160715 Time 1424 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 72 M W HNBD PROC ST W A 0000 FORD 1980 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)560 Direction S Secondary Rd LANDING NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20160303 Time 1806 Day THU
Primary Collision Factor HAZ PARKING Violation 22515A Collision Type AUTO/PED Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160418
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PED Lighting DUSK/DAWNPed Action IN RD,Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F PED 53 F W IMP UNK IMP UNK STOPPED --0000 -------PED COMP PN 54 F 9 3 --
2 OTHR 998 -BACKING S B 0000 LEXUS 1994 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 11 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)10 Direction S Secondary Rd LANDING AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 317 Collision Date 20161016 Time 1724 Day SUN
Primary Collision Factor LANE CHANGE Violation 21658A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 33 M H HNBD PROC ST S A 0000 DODGE 2005 --A 23123 -M -
2 PRKD 998 -HNBD PARKED W A 0000 DODGE 1994 --N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)452 Direction S Secondary Rd N GATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 16-2030 Collision Date 20160927 Time 0845 Day TUE
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 65 M W HNBD PROC ST S A 0100 TOYOT 2015 -3 N -L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)55 Direction N Secondary Rd NORTH GATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20160304 Time 1224 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160315
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 65 F W HNBD PROC ST S A 0100 TOYOT 2014 -3 N -M G
2 DRVR 48 F W HNBD STOPPED S A 0700 HYUND 2014 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)545 Direction N Secondary Rd NORTH GATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 432 Collision Date 20161011 Time 0628 Day TUE
Primary Collision Factor TOO CLOSE Violation 21703 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 24 F W HNBD PROC ST S A 0100 BMW 2003 -3 A 22350 -M G
2 DRVR 42 F H HNBD STOPPED S A 0100 TOYOT 2014 -3 N -M G
3 DRVR 49 M H HNBD STOPPED S A 0100 HONDA 2016 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)300 Direction N Secondary Rd NORTHGATE NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20160707 Time 1039 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161025
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 65 F W HNBD SLOWING S A 0000 NISSA 2003 --F -G -DRVR OTH VIS 65 -1 0 L -
2 DRVR 61 M W HNBD STOPPED S A 0000 CADIL 2016 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 12 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)325 Direction N Secondary Rd NORTHGATE BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20160120 Time 1242 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160317
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 39 F W HNBD PROC ST -A 0100 HONDA 2009 -3 N -M G
2 DRVR 54 F W HNBD STOPPED -A 0700 CHEVR 2004 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)122 Direction S Secondary Rd NORTHGATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 362 Collision Date 20160107 Time 0651 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160324
Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 29 M H HNBD LFT TURN -A 0100 NISSA 2008 -3 N -M G PASS 19 M 3 0 M G
PASS 19 M 5 0 M G
PASS 25 M 6 0 M G
2 PRKD 998 -HNBD PARKED S I 2000 OTHER 2007 -3 N ---
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)462 Direction N Secondary Rd NORTHGATE RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 007 Type 0 CalTrans Badge 430 Collision Date 20160116 Time 1533 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160323
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 28 M W HNBD PROC ST S C 0200 KAWA 2011 -3 N -P W DRVR OTH VIS 28 M 1 1 P W
2 DRVR 57 M H HNBD STOPPED S D 2200 CHEVR 1997 -3 N -M G PASS 30 M 3 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)45 Direction N Secondary Rd OLD RANCH PKWY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 191 Collision Date 20160118 Time 1428 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160317
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 58 M O HNBD PROC ST S A 0000 TOYOT 2000 ------
2 DRVR 90 F W HNBD STOPPED S A 0000 DODGE 2014 ------
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd OLD RANCH PKWY NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20161012 Time 2228 Day WED
Primary Collision Factor R-O-W AUTO Violation 21453C Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 22 F W HNBD LFT TURN S A 0000 HONDA 2016 --N -G -
2 DRVR 23 F W HNBD LFT TURN W A 0000 NISSA 2006 --N --G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 13 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd OLD RANCH PKY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 365 Collision Date 20160123 Time 0234 Day SAT
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160322
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 29 M W HNBD PROC ST N A 0000 MERCE 2016 --A 14601 F G -DRVR COMP PN 27 M 1 0 G -
2 DRVR 54 M W HNBD PROC ST E A 0000 TOYOT 2014 --N -G -DRVR COMP PN 54 M 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)82 Direction N Secondary Rd OLD RANCH PKY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 431 Collision Date 20160509 Time 0624 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160719
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 21 F H HNBD PROC ST S A 0000 CHRYS 2005 --N -G -DRVR OTH VIS 21 F 1 0 G -
2 DRVR 32 M A HNBD STOPPED S A 0000 HONDA 2013 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)220 Direction N Secondary Rd OLD RANCH PKY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 246 Collision Date 20160824 Time 0833 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161010
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 33 F W HNBD PROC ST S A 0100 TOYOT 2016 -3 N -L G DRVR COMP PN 33 F 1 0 L C
2 DRVR 42 F O HNBD STOPPED N A 0700 KIA 2011 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd OLD RANCH RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist NA Beat 0NA Type 0 CalTrans Badge 317 Collision Date 20160630 Time 2311 Day THU
Primary Collision Factor UNKNOWN Violation 21435A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 30 F W HNBD PROC ST N A 0000 MAZDA 2012 --F ---
2 DRVR 22 M W HNBD LFT TURN E A 0000 TOYOT 2013 --N ---PASS 22 M 3 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)379 Direction N Secondary Rd PACIFIC COAST NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 300 Collision Date 20160918 Time 1523 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161108
Weather1 CLEAR Weather2 Rdwy Surface Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 32 M O HBD-UI PROC ST N A 0000 HONDA 2015 --A 23152 -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 14 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)245 Direction S Secondary Rd PLYMOUTH NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 191 Collision Date 20160912 Time 1147 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 33 F HNBD PROC ST N A 0000 VOLKS 2005 --A 21703 -B -
2 DRVR 76 M HNBD PROC ST N A 0000 TOYOT 2005 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)12 Direction N Secondary Rd PLYMOUTH DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 178 Collision Date 20160518 Time 1702 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160719
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 32 F W HNBD PROC ST N A 0000 HONDA 2010 --N -G -
2 DRVR 33 F W HNBD RGT TURN N A 0000 KIA 2015 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd PLYMOUTH DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20161123 Time 0923 Day WED
Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 87 F HNBD PROC ST N A 0100 PONTI 1992 -3 N -M G
2 DRVR 46 F W HNBD LFT TURN E A 0700 SUBAR 2016 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd PLYMOUTH DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20161129 Time 1427 Day TUE
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 85 M W HNBD PROC ST N A 0700 BUICK 2011 -3 N -L G
2 DRVR 82 M A HNBD PROC ST W A 0700 LEXUS 2000 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)30 Direction N Secondary Rd RD C NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20160703 Time 1845 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 50 F B HNBD RGT TURN S A 0000 MERCE 2000 --N -G -
2 DRVR 53 F W HNBD PROC ST S A 0000 MERCE 2008 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 15 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)450 Direction S Secondary Rd ROAD C NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 191 Collision Date 20160912 Time 1703 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 22 F HNBD PROC ST N A 0000 HYUND 2014 --A 21658 -G -
2 DRVR 60 M HNBD PROC ST N A 0000 HONDA 2012 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)350 Direction N Secondary Rd RT 1 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 152 Collision Date 20160614 Time 1412 Day TUE
Primary Collision Factor NOT DRIVER Violation Collision Type REAR END Severity INJURY #Killed 0 #Injured 3 Tow Away?Y Process Date 20160829
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 76 M W HNBD PROC ST S A 0000 CHEVR 2002 --N -G -DRVR OTH VIS 77 M 1 0 G -
2 DRVR 26 F W HNBD STOPPED S A 0000 FORD 2008 --N -G -DRVR COMP PN 26 F 1 0 G -
PASS COMP PN 998 -3 0 G -
3 DRVR 38 F W HNBD STOPPED S A 0000 MAZDA 2010 --N -G -
4 DRVR 60 F W HNBD STOPPED S A 0000 DODGE 2006 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd RT 405 NCIC 3020 State Hwy?Y Route 405 Postmile Prefix -Postmile 22.558 Side of Hwy N
City Seal Beach County Orange Population 4 Rpt Dist Beat 006 Type 0 CalTrans 12 Badge 368 Collision Date 20160424 Time 2121 Day SUN
Primary Collision Factor UNKNOWN Violation Collision Type OVERTURNED Severity FATAL #Killed 1 #Injured 0 Tow Away?Y Process Date 20160729
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type R Ramp/Int 4
1 DRVR 62 M W IMP UNK IMP UNK PROC ST N C 0200 HARLE 2012 --L -P W DRVR KILLED 62 M 1 1 P W
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd RT 405 NCIC 3020 State Hwy?Y Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 191 Collision Date 20160731 Time 1245 Day SUN
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161010
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run MSDMNR Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 998 -IMP UNK IMP UNK LFT TURN -A 0000 ---A 20002 ---
2 DRVR 21 F W HNBD PROC ST N A 0000 TOYOT 2012 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd RT 405 NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 368 Collision Date 20160922 Time 0357 Day THU
Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 55 M W HNBD PROC ST N A 0100 NISSA 2008 -3 --L G DRVR COMP PN 55 M 1 0 L G
2 DRVR 52 M W HNBD LFT TURN W A 0100 FORD 2016 -3 --L G DRVR COMP PN 52 M 1 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 16 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)207 Direction S Secondary Rd SAINT ANDREWS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20160322 Time 2002 Day TUE
Primary Collision Factor OTHER EQPMNT Violation 24002A Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160413
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 50 M W HNBD PROC ST S A 0000 CHEVR 2001 --N -G -
2 DRVR 58 M W HNBD PROC ST S D 0000 NISSA 2015 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)342 Direction N Secondary Rd TOWN CENTER DR NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00N Type 0 CalTrans Badge 152 Collision Date 20160921 Time 1241 Day WED
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 90 M W HNBD LFT TURN S -0000 ACURA 2007 A -F -L -DRVR OTH VIS 90 -1 0 L -
2 DRVR 90 M W HNBD PROC ST S -0000 VOLKS 1996 A -N -L -DRVR OTH VIS 90 -1 0 L -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd TOWNE CENTER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 257 Collision Date 20160409 Time 2024 Day SAT
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160531
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 92 M W HBD-NUI LFT TURN W A 0100 HONDA 2008 -3 A 21461 -M B
2 DRVR 35 F O HNBD LFT TURN W D 2200 FORD 2014 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)145 Direction S Secondary Rd TOWNE CENTER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 19 Beat 006 Type 0 CalTrans Badge 174 Collision Date 20161104 Time 1942 Day FRI
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161208
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 52 M W HBD-UI PROC ST S A 0000 SUBAR 2014 --F -L -
2 DRVR 39 M W HNBD STOPPED S A 0000 TOYOT 2006 --N -G -PASS 11 F 9 0 G -
3 DRVR 48 F W HNBD STOPPED S A 0000 TOYOT 2014 --N -G -DRVR COMP PN 48 F 1 0 G -
PASS 82 F 3 0 G -
PASS 14 F 4 0 G -
PASS 93 F 6 0 G -
PASS 14 M 7 0 G -
4 DRVR 45 F W HNBD STOPPED S A 0000 INFIN 2013 --N -G -PASS 9 M 4 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 17 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd TOWNE CENTER NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20160310 Time 1545 Day THU
Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160413
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 86 F W PHYS PROC ST S A 0100 TOYOT 2001 -3 N -M G
2 DRVR 42 F W HNBD PROC ST E A 0700 CHEVR 2007 -3 N -M G PASS 8 F 4 0 P Q
PASS 6 F 0 0 P Q
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)86 Direction S Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 365 Collision Date 20160304 Time 2110 Day FRI
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160317
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 52 F W HNBD PROC ST N A 0000 MAZDA 2007 --N --G DRVR COMP PN 52 F 1 0 -G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)235 Direction S Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20160305 Time 1340 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160315
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 71 M W HNBD PROC ST S A 0100 TOYOT 1995 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20160725 Time 1340 Day MON
Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160822
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 65 F W DRUG PROC ST E A 0700 HONDA 2003 -3 A 22350 -M G
2 DRVR 43 F W HNBD STOPPED -A 0100 TOYOT 2014 -3 N -M G
3 DRVR 61 M W HNBD STOPPED -D 2200 CHEVR 2004 -3 N -M G PASS 25 M 3 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd SEAL BEACH BL Distance (ft)0 Direction Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20160829 Time 0827 Day MON
Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161012
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 18 F A HNBD PROC ST W A 0100 TOYOT 2003 -3 N -M G
2 DRVR 28 M W HNBD PROC ST S I 1100 FORD 2010 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 18 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd SEAL BEACH BL Distance (ft)158 Direction S Secondary Rd WESTMINSTER AV NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20161121 Time 0832 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 33 M H HNBD PROC ST S D 2200 TOYOT 1994 -3 N -P G
2 DRVR 22 F W HNBD PROC ST S A 0100 SUBAR 2014 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER Distance (ft)388 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 3020 Beat NORTH Type 0 CalTrans Badge 429 Collision Date 20160117 Time 1755 Day SUN
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160317
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 74 F H HNBD LFT TURN E A 0100 HONDA 2006 -3 N -L G
2 DRVR 21 M W HBD-NUI PROC ST W A 0100 MAZDA 2012 -3 N -L G PASS 22 M 6 0 P G
PASS 22 M 4 0 P G
PASS 25 M 3 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)4593 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 106 Type 0 CalTrans Badge 251 Collision Date 20160519 Time 1147 Day THU
Primary Collision Factor NOT DRIVER Violation Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160719
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With NON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1 DRVR 56 M W HNBD PROC ST E C 0000 OTHER 1999 ----W -DRVR OTH VIS 56 M 1 1 W -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)1285 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20160616 Time 1816 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160720
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 22 F H HNBD PROC ST E -0000 TOYOT 2000 --N -L -PASS 20 F 3 0 G -
2 DRVR 38 M H HNBD STOPPED E -0000 NISSA 2006 --N -G -PASS 4 F 4 0 Q -
PASS 7 F 5 0 G -
PASS 1 F 6 0 Q -
3 DRVR 26 M W HNBD STOPPED E -0000 TOYOT 2016 --N -G -
4 DRVR 35 M W HNBD PROC ST E -0000 MERCE 2005 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 19 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER AV Distance (ft)2289 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 304 Collision Date 20160721 Time 1510 Day THU
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161010
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 58 F W HNBD CHANG LN E A 0000 SMART 2010 ----M -
2 DRVR 37 M W HNBD PROC ST E A 0000 HONDA 2004 --A 22350 -M -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)203 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20160820 Time 1113 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161129
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 34 M W IMP UNK IMP UNK RAN OFF RD E A 0000 JEEP 1997 ----G -
2 DRVR 49 M H null E -0000 GMC 2015 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)3615 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 14 Beat 007 Type 0 CalTrans Badge 174 Collision Date 20160820 Time 1738 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161010
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 19 M H HNBD SLOWING E A 0000 TOYOT 2005 --N -G -
2 DRVR 69 M W HNBD SLOWING E A 0000 CHRYS 2016 --N -G -PASS 35 F 6 0 G -
PASS 31 M 3 0 G -
PASS 55 F 4 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)580 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20161003 Time 0801 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161207
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 50 F B HNBD SLOWING E A 0700 LEXUS 1999 -3 N -M G
2 DRVR 55 F W HNBD STOPPED E A 0700 BMW 2011 -3 N -M G DRVR COMP PN 55 F 1 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)1014 Direction W Secondary Rd BOLSA CHICA RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 432 Collision Date 20161012 Time 0725 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161208
Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 28 M W HNBD PROC ST W A 0700 JEEP 2004 -3 N -M G
2 DRVR 58 F W HNBD PROC ST W A 0100 SUBAR 2011 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 20 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
Primary Rd WESTMINSTER AV Distance (ft)222 Direction W Secondary Rd KITTS NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat PATRO Type 0 CalTrans Badge 314 Collision Date 20160524 Time 1817 Day TUE
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160719
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 21 M O HNBD PROC ST W A 0000 FORD 2002 --N -G -DRVR COMP PN 21 M 1 0 G -
2 DRVR 33 M O HNBD STOPPED W A 0000 HONDA 2006 --N -G -DRVR COMP PN 33 M 1 0 G -
3 DRVR 26 M O HNBD STOPPED W A 0000 HONDA 2015 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)233 Direction W Secondary Rd KITTS HWY NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 11 Beat SOUTH Type 0 CalTrans Badge 313 Collision Date 20160502 Time 1159 Day MON
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160719
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 90 M W HNBD PROC ST E A 0000 LINCO 2012 --F -G -DRVR OTH VIS 90 M 1 0 G -
2 DRVR 22 M H HNBD STOPPED E A 0000 TOYOT 2003 --N -G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)0 Direction Secondary Rd KITTS RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 141 Type 0 CalTrans Badge 251 Collision Date 20160713 Time 1619 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 19 M W HNBD PROC ST W A 0000 FORD 2001 --G -G -
2 DRVR 43 M O HNBD STOPPED W A 0000 VOLKS 2015 ----G -
3 DRVR 38 F W HNBD STOPPED W A 0000 FORD 2016 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)108 Direction W Secondary Rd KITTS RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20160714 Time 1416 Day THU
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?Y Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 20 M O HNBD PROC ST E A 0000 TOYOT 2005 --N -L -
2 DRVR 82 M W HNBD SLOWING E A 0000 HYUND 2016 --N -M -DRVR COMP PN 82 M 1 0 M -
PASS COMP PN 66 F 3 0 M -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)70 Direction W Secondary Rd KITTS RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20160910 Time 1708 Day SAT
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away?N Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 63 F W HNBD PROC ST E -0000 TOYOT 2011 A ---G -
2 DRVR 23 M W HNBD STOPPED E -0000 FORD 2002 A ---G -DRVR COMP PN 24 M 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 21 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
PASS COMP PN 14 M 3 0 G -
3 DRVR 26 M W HNBD STOPPED W -0000 NISSA 2006 A ---G -
Primary Rd WESTMINSTER AV Distance (ft)25 Direction W Secondary Rd KITTS RD NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 00S Type 0 CalTrans Badge 152 Collision Date 20160921 Time 0957 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20161007
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 45 M W HNBD PROC ST E -0000 TOYOT 2008 A -A 23123 -L -
2 DRVR 43 M W HNBD STOPPED E -0000 TOYOT 2014 A -F -G -DRVR COMP PN 43 -1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)700 Direction E Secondary Rd ROAD B NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat ROVER Type 0 CalTrans Badge 178 Collision Date 20160308 Time 1810 Day TUE
Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160412
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 86 M W HNBD LFT TURN N A 0000 HONDA 2008 --N --L
2 DRVR 50 F A HNBD PROC ST E A 0000 SATUR 2004 --N --L DRVR COMP PN 50 F 1 0 -G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)368 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist 11 Beat ROVER Type 0 CalTrans Badge 368 Collision Date 20160226 Time 1758 Day FRI
Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away?N Process Date 20160315
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 92 M W HNBD LFT TURN E M 9500 OTHER 2015 -3 --M B DRVR OTH VIS 92 M 1 0 M B
2 DRVR 41 M W HNBD PROC ST W A 0100 CHEVR 2006 -3 --M G PASS OTH VIS 63 F 3 0 M B
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)776 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat 001 Type 0 CalTrans Badge 362 Collision Date 20160301 Time 1537 Day TUE
Primary Collision Factor STRTNG|BCKNG Violation 22106 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away?Y Process Date 20160323
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 67 M W HBD-NUI PARKING N D 2200 CHEVR 2003 -3 N -M G DRVR OTH VIS 67 M 1 0 M G
2 PRKD 998 -HNBD PARKED N A 0800 TOYOT 2004 -3 N ---
3 DRVR 33 M W HNBD PROC ST -A 0100 NISSA 2001 -3 N -L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)500 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 317 Collision Date 20160406 Time 0655 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20160531
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 23 F W HNBD PROC ST W A 0000 HYUND 2004 --N -G -
2 DRVR 40 F W HNBD STOPPED W A 0000 AUDI 2015 --N -G -PASS 8 M 3 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 22 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
01/01/2016 thru 12/01/2016
Report Run On: 12/12/2016
Total Count: 110
Include State Highways cases
Jurisdiction(s): Seal Beach
PASS 14 F 9 3 --
Primary Rd WESTMINSTER AV Distance (ft)43 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 431 Collision Date 20160706 Time 1607 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160816
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 33 F H HNBD STOPPED E D 0000 CHEVR 2001 --N -G -
2 DRVR 49 F A HNBD STOPPED E A 0000 AUDI 2003 --N -G -DRVR COMP PN 49 F 1 0 G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)353 Direction E Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat SOUTH Type 0 CalTrans Badge 246 Collision Date 20160727 Time 1555 Day WED
Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away?N Process Date 20160819
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 23 M W HNBD PROC ST W A 0800 NISSA 2015 -3 N -M G
2 DRVR 70 M W HNBD STOPPED W A 0100 MERCE 2001 -3 N -M G DRVR COMP PN 70 M 1 0 M G
3 DRVR 32 F H HNBD STOPPED W D 2200 FORD 1997 -3 N -M G PASS 37 F 3 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)956 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat Type 0 CalTrans Badge 361 Collision Date 20160826 Time 1005 Day FRI
Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?N Process Date 20161013
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int
1F DRVR 83 F A HNBD RGT TURN S A 0000 FORD 1998 ----G -
2 DRVR 45 M W HNBD PROC ST E A 0000 HONDA 1997 ----G -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Primary Rd WESTMINSTER AV Distance (ft)255 Direction W Secondary Rd SEAL BEACH BL NCIC 3020 State Hwy?N Route Postmile Prefix Postmile Side of Hwy
City Seal Beach County Orange Population 4 Rpt Dist Beat NORTH Type 0 CalTrans Badge 246 Collision Date 20160926 Time 0713 Day MON
Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away?Y Process Date 20161011
Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0
Hit and Run Motor Vehicle Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int
1F DRVR 29 F W HNBD RGT TURN N A 0700 JEEP 2015 -3 N -M G
2 DRVR 56 M W HNBD PROC ST E I 1100 FORD 2013 -3 N -M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected
Victim Info
Page 23 This report is accepted subject to the Terms of Use. Due to collision records processing backlogs, SWITRS data is typically seven months behind. Data requested for dates seven months prior to the current date will be incomplete.
LSA
MARCH 2017
TRAFFIC IMPACT ANALYSIS
HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
CITY OF SEAL BEACH, COUNTY OF ORANGE, CALIFORNIA
P:\MPA1401\OCTOBER 2016 REFRESH\doc\TIA2 - 03032017 rev City comments.docx «03/06/17»
APPENDIX E
SIMTRAFFIC QUEUING AND ARTERIAL PERFORMANCE
WORKSHEETS
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy AM Peak Hour 02/20/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 4
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)1411085577133145115132960198223
Average Queue (ft)61371225513234340225868
95th Queue (ft)113783754103938894554141167
Link Distance (ft)23123116016082782782710701070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)8050150
Storage Blk Time (%)7031
Queuing Penalty (veh)40010
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)25879
Average Queue (ft)8110
95th Queue (ft)18650
Link Distance (ft)1070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)130
Queuing Penalty (veh)90
Intersection: 7: Seal Beach Boulevard & Bradbury Road
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions ServedLTRLTRLTTTRLTTTR
Maximum Queue (ft)3421251354322423628125466185212267
Average Queue (ft)19156611511192113121148098128
95th Queue (ft)2991021154219219422222743156184233
Link Distance (ft)12171217476107010701070290129012901
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)60360205
Storage Blk Time (%)140 0
Queuing Penalty (veh)30 0
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy AM Peak Hour 02/20/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)44105111551149047
Average Queue (ft)19515229533717
95th Queue (ft)45848841896734
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)485331
Average Queue (ft)313214
95th Queue (ft)434539
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)58641046772
Average Queue (ft)3430532933
95th Queue (ft)5151895360
Link Distance (ft)210210231274166
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy PM Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 4
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)2371194330174440442435116145394432
Average Queue (ft)125421191131421171061038113135
95th Queue (ft)2138134271903413173087695256288
Link Distance (ft)23123116016082782782710701070
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)8050150
Storage Blk Time (%)22111706
Queuing Penalty (veh)11417412
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)460250
Average Queue (ft)15352
95th Queue (ft)311160
Link Distance (ft)1070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)304
Queuing Penalty (veh)5722
Intersection: 7: Seal Beach Boulevard & Bradbury Road
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions ServedLTRLTRLTTTRLTTTR
Maximum Queue (ft)2501211083220818218120960236281328
Average Queue (ft)11552448974654581869104141
95th Queue (ft)19495903117612213314547166204256
Link Distance (ft)12171217476107010701070290129012901
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)60360205
Storage Blk Time (%)6 1
Queuing Penalty (veh)1 0
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy PM Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)361005852776241
Average Queue (ft)14533026363114
95th Queue (ft)39875343575132
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)546545
Average Queue (ft)333521
95th Queue (ft)445147
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)455419912575
Average Queue (ft)2828975841
95th Queue (ft)48501659265
Link Distance (ft)210210231274166
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing + Full Occupancy Saturday Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 4
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)200111593917427020112327108230253
Average Queue (ft)113451410988765532258699
95th Queue (ft)1858742311681971401111267174199
Link Distance (ft)23123116016082782782710701070
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)8050150
Storage Blk Time (%)18381
Queuing Penalty (veh)85510
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)266202
Average Queue (ft)11244
95th Queue (ft)213116
Link Distance (ft)1070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)225
Queuing Penalty (veh)5021
Intersection: 7: Seal Beach Boulevard & Bradbury Road
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions ServedLTRLTRLTTTRLTTTR
Maximum Queue (ft)2061071244012518818219651160196262
Average Queue (ft)109475110727084891977108152
95th Queue (ft)18386983411914616217145144181243
Link Distance (ft)12171217476107010701070290129012901
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)60360205
Storage Blk Time (%)70 0
Queuing Penalty (veh)10 0
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing + Full Occupancy Saturday Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)35825645585234
Average Queue (ft)15423022302710
95th Queue (ft)41695341464429
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)535454
Average Queue (ft)313425
95th Queue (ft)464749
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)725918011993
Average Queue (ft)3331976851
95th Queue (ft)565215610381
Link Distance (ft)210210231274166
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project AM Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 4
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)14711259701361481091111759224262
Average Queue (ft)67391527534039351187686
95th Queue (ft)12882435810710290881050178206
Link Distance (ft)23123116016082782782710701070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)8050150
Storage Blk Time (%)7141
Queuing Penalty (veh)36110
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)263204
Average Queue (ft)9716
95th Queue (ft)22284
Link Distance (ft)1070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)140
Queuing Penalty (veh)120
Intersection: 7: Seal Beach Boulevard & Bradbury Road
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions ServedLTRLTRLTTTRLTTTR
Maximum Queue (ft)3971381514823320624425260168197259
Average Queue (ft)20350641510695114122137499131
95th Queue (ft)339971254219019422522941142183236
Link Distance (ft)12171217476107010701070290129012901
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)60360205
Storage Blk Time (%)130 0
Queuing Penalty (veh)30 0
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project AM Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)3511599701166743
Average Queue (ft)20534732553617
95th Queue (ft)45947952915937
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)446336
Average Queue (ft)303414
95th Queue (ft)435039
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)56551175061
Average Queue (ft)3331573034
95th Queue (ft)5049964754
Link Distance (ft)210210231274166
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project PM Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 4
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)2441234738174471451440117160410420
Average Queue (ft)152511091241591291091040128156
95th Queue (ft)24096342919837332930868104275310
Link Distance (ft)23123116016082782782710701070
Upstream Blk Time (%)2
Queuing Penalty (veh)4
Storage Bay Dist (ft)8050150
Storage Blk Time (%)27121907
Queuing Penalty (veh)13823503
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)451250
Average Queue (ft)16377
95th Queue (ft)317195
Link Distance (ft)1070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)368
Queuing Penalty (veh)8144
Intersection: 7: Seal Beach Boulevard & Bradbury Road
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions ServedLTRLTRLTTTRLTTTR
Maximum Queue (ft)2341281064924415719519455285346379
Average Queue (ft)1244940101034556631771111154
95th Queue (ft)20395833719212114215745178229290
Link Distance (ft)12171217476107010701070290129012901
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)60360205
Storage Blk Time (%)50 1
Queuing Penalty (veh)10 0
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project PM Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)391327350726549
Average Queue (ft)14563326363116
95th Queue (ft)40985642575337
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)586453
Average Queue (ft)333626
95th Queue (ft)485249
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)626122211699
Average Queue (ft)35331215944
95th Queue (ft)56532009375
Link Distance (ft)210210231274166
Upstream Blk Time (%)0
Queuing Penalty (veh)1
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing + Full Occupancy + P Saturday Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 4
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)227141523817431123314033111217252
Average Queue (ft)12256141010392595032691106
95th Queue (ft)20010341281762261381081872184213
Link Distance (ft)23123116016082782782710701070
Upstream Blk Time (%)00
Queuing Penalty (veh)10
Storage Bay Dist (ft)8050150
Storage Blk Time (%)233802
Queuing Penalty (veh)1106100
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)294224
Average Queue (ft)11947
95th Queue (ft)228124
Link Distance (ft)1070
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)234
Queuing Penalty (veh)5719
Intersection: 7: Seal Beach Boulevard & Bradbury Road
MovementEBEBWBWBNBNBNBNBSBSBSBSB
Directions ServedLTRLTRLTTTRLTTTR
Maximum Queue (ft)228961204416118120223062173234305
Average Queue (ft)106484710755974821573105160
95th Queue (ft)18488963513314015917446145196257
Link Distance (ft)12171217476107010701070290129012901
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)60360205
Storage Blk Time (%)60 0
Queuing Penalty (veh)10 0
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing + Full Occupancy + P Saturday Peak Hour 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)36775832556024
Average Queue (ft)17433323302610
95th Queue (ft)43675539434326
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)616263
Average Queue (ft)313427
95th Queue (ft)494951
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)607220614995
Average Queue (ft)33361096949
95th Queue (ft)535917211381
Link Distance (ft)210210231274166
Upstream Blk Time (%)00
Queuing Penalty (veh)00
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project AM Peak Hour + Rossmoor Ctr Widening 03/03/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 1
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)1467442801501001071131580248300
Average Queue (ft)64291124562935341187488
95th Queue (ft)121583457115779088952187220
Link Distance (ft)23116016082282282210631063
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)15025050150
Storage Blk Time (%)0 402
Queuing Penalty (veh)0 100
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)325170
Average Queue (ft)9821
95th Queue (ft)237107
Link Distance (ft)1063
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)140
Queuing Penalty (veh)121
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project AM Peak Hour + Rossmoor Ctr Widening 03/03/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 1
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBWBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)6492645671
Average Queue (ft)3845293026
95th Queue (ft)5877555350
Link Distance (ft)210231231286152
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project PM Peak Hour + Rossmoor Ctr Widening 03/03/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 1
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBWBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)892156814473
Average Queue (ft)4399346235
95th Queue (ft)731805810664
Link Distance (ft)210231231286152
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project PM Peak Hour + Rossmoor Ctr Widening 03/03/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 1
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)239195502728128826724174140238244
Average Queue (ft)13475108127696864435113135
95th Queue (ft)23116833262241871811724289205222
Link Distance (ft)23116016082282282210631063
Upstream Blk Time (%)2
Queuing Penalty (veh)7
Storage Bay Dist (ft)15025050150
Storage Blk Time (%)120111305
Queuing Penalty (veh)19133302
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)323245
Average Queue (ft)14751
95th Queue (ft)251140
Link Distance (ft)1063
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)334
Queuing Penalty (veh)7421
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing + Full Occupancy + P Saturday Peak Hour + Rossmoor Ctr Widening 03/03/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 1
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementEBEBWBWBNBNBNBNBNBSBSBSB
Directions ServedLTRLTRLTTTRLTT
Maximum Queue (ft)24019557262521691241242492213233
Average Queue (ft)1297714911656535032193107
95th Queue (ft)22316843262101201051031560190214
Link Distance (ft)23116016082282282210631063
Upstream Blk Time (%)1
Queuing Penalty (veh)6
Storage Bay Dist (ft)15025050150
Storage Blk Time (%)600092
Queuing Penalty (veh)1001010
Intersection: 6: Seal Beach Boulevard & Rossmoor Center Way/Plymouth Drive
MovementSBSB
Directions ServedTR
Maximum Queue (ft)238210
Average Queue (ft)12144
95th Queue (ft)223112
Link Distance (ft)1063
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)50
Storage Blk Time (%)263
Queuing Penalty (veh)6514
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing + Full Occupancy + P Saturday Peak Hour + Rossmoor Ctr Widening 03/03/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 1
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBWBWBNBSB
Directions ServedLTRLTRLTRLTR
Maximum Queue (ft)9316985148112
Average Queue (ft)5089387444
95th Queue (ft)801456412083
Link Distance (ft)210231231286152
Upstream Blk Time (%)00
Queuing Penalty (veh)00
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project AM Peak Hour + Right In Only 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)50135114701117147
Average Queue (ft)23555432533417
95th Queue (ft)501019252855838
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)556631
Average Queue (ft)333213
95th Queue (ft)425138
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)63601056060
Average Queue (ft)3231512834
95th Queue (ft)5050855456
Link Distance (ft)210210231274166
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing Full Occupancy + Project PM Peak Hour + Right In Only 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)431016838645649
Average Queue (ft)17523325363017
95th Queue (ft)43845739555140
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)546862
Average Queue (ft)333826
95th Queue (ft)455751
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)575520212296
Average Queue (ft)33331165543
95th Queue (ft)50501899073
Link Distance (ft)210210231274166
Upstream Blk Time (%)0
Queuing Penalty (veh)0
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking ReportHealth Club within The Shops at Rossmoor TIA
Existing + Full Occupancy + P Saturday Peak Hour + Right In Only 02/21/2017
Health Club within The Shops at Rossmoor TIA SimTraffic Report
LSA Associates, Inc. - DL Page 6
Intersection: 11: Montecito Road & Bradbury Road
MovementEBWBWBNBNBSBSB
Directions ServedLTRLTRLTTRLTTR
Maximum Queue (ft)44806336555746
Average Queue (ft)16453223312613
95th Queue (ft)43715739454333
Link Distance (ft)7011217121710201020664664
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 12: West Road & Rossmoor Center Way
MovementEBWBNB
Directions ServedTRLTLR
Maximum Queue (ft)676660
Average Queue (ft)323427
95th Queue (ft)495152
Link Distance (ft)324259236
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 13: Internal Driveway & Rossmoor Center Way
MovementEBEBWBNBSB
Directions ServedLTTRLTRLTRLTR
Maximum Queue (ft)6266172133107
Average Queue (ft)36361036650
95th Queue (ft)555616410785
Link Distance (ft)210210231274166
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Arterial Level of ServiceHealth Club within The Shops at Rossmoor TIA
02/21/2017
Existing Full Occupancy AM Peak Hour Synchro 9 Report
LSA Associates, Inc. - DL Page 1
Arterial Level of Service: NB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Saint Cloud DriveII4531.316.647.90.3223.8C
Towne Center DriveII4511.81.213.00.1130.1B
Plymouth DriveII4518.71.920.60.1730.1B
Bradbury RoadII4523.510.634.10.2222.8C
Orangewood AvenueII4051.024.375.30.5727.1C
Farquhar AvenueII3529.83.633.40.2527.0C
Katella AvenueII3529.732.562.20.2514.4E
TotalII195.890.7286.51.8823.6C
Arterial Level of Service: SB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Katella AvenueII3535.160.495.50.3312.3F
Farquhar AvenueII3529.74.534.20.2526.3C
Orangewood AvenueII3529.86.135.90.2525.1C
Bradbury RoadII4545.39.554.80.5737.2A
Rossmoor Center WayII4523.54.828.30.2227.5C
Towne Center DriveII4518.70.819.50.1731.7B
Saint Cloud DriveII4511.817.128.90.1113.5E
TotalII193.9103.2297.11.8922.9C
Arterial Level of ServiceHealth Club within The Shops at Rossmoor TIA
02/21/2017
Existing Full Occupancy PM Peak Hour Synchro 9 Report
LSA Associates, Inc. - DL Page 1
Arterial Level of Service: NB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Saint Cloud DriveII4531.317.048.30.3223.6C
Towne Center DriveII4511.84.716.50.1123.7C
Plymouth DriveII4518.77.125.80.1724.0C
Bradbury RoadII4523.52.425.90.2230.0B
Orangewood AvenueII4051.04.655.60.5736.7A
Farquhar AvenueII3529.88.338.10.2523.7C
Katella AvenueII3529.729.659.30.2515.1E
TotalII195.873.7269.51.8825.1C
Arterial Level of Service: SB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Katella AvenueII3535.175.7110.80.3310.6F
Farquhar AvenueII3529.73.433.10.2527.1C
Orangewood AvenueII3529.83.633.40.2527.0C
Bradbury RoadII4545.36.852.10.5739.1A
Rossmoor Center WayII4523.57.831.30.2224.8C
Towne Center DriveII4518.76.124.80.1725.0C
Saint Cloud DriveII4511.827.038.80.1110.1F
TotalII193.9130.4324.31.8921.0D
Arterial Level of ServiceHealth Club within The Shops at Rossmoor TIA
02/21/2017
Existing + Full Occupancy Saturday Peak Hour Synchro 9 Report
LSA Associates, Inc. - DL Page 1
Arterial Level of Service: NB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Saint Cloud DriveII4531.322.954.20.3221.0D
Towne Center DriveII4511.812.724.50.1116.0E
Plymouth DriveII4518.74.222.90.1727.0C
Bradbury RoadII4523.55.829.30.2226.5C
Orangewood AvenueII4051.01.352.30.5739.0A
Farquhar AvenueII3529.84.734.50.2526.1C
Katella AvenueII3529.723.052.70.2517.0D
TotalII195.874.6270.41.8825.0C
Arterial Level of Service: SB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Katella AvenueII3535.134.769.80.3316.8E
Farquhar AvenueII3529.74.434.10.2526.3C
Orangewood AvenueII3529.82.332.10.2528.1B
Bradbury RoadII4545.34.349.60.5741.1A
Rossmoor Center WayII4523.57.330.80.2225.2C
Towne Center DriveII4518.712.331.00.1720.0D
Saint Cloud DriveII4511.834.045.80.118.5F
TotalII193.999.3293.21.8923.2C
Arterial Level of ServiceHealth Club within The Shops at Rossmoor TIA
02/21/2017
Existing Full Occupancy + Project AM Peak Hour Synchro 9 Report
LSA Associates, Inc. - DL Page 1
Arterial Level of Service: NB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Saint Cloud DriveII4531.316.748.00.3223.7C
Towne Center DriveII4511.81.213.00.1130.1B
Plymouth DriveII4518.72.020.70.1729.9B
Bradbury RoadII4523.512.235.70.2221.8D
Orangewood AvenueII4051.023.174.10.5727.5C
Farquhar AvenueII3529.83.633.40.2527.0C
Katella AvenueII3529.733.062.70.2514.3E
TotalII195.891.8287.61.8823.5C
Arterial Level of Service: SB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Katella AvenueII3535.162.197.20.3312.0F
Farquhar AvenueII3529.74.534.20.2526.3C
Orangewood AvenueII3529.86.135.90.2525.1C
Bradbury RoadII4545.310.756.00.5736.4A
Rossmoor Center WayII4523.54.928.40.2227.4C
Towne Center DriveII4518.70.919.60.1731.6B
Saint Cloud DriveII4511.816.027.80.1114.1E
TotalII193.9105.2299.11.8922.7C
Arterial Level of ServiceHealth Club within The Shops at Rossmoor TIA
02/21/2017
Existing Full Occupancy + Project PM Peak Hour Synchro 9 Report
LSA Associates, Inc. - DL Page 1
Arterial Level of Service: NB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Saint Cloud DriveII4531.317.248.50.3223.5C
Towne Center DriveII4511.84.616.40.1123.9C
Plymouth DriveII4518.77.125.80.1724.0C
Bradbury RoadII4523.52.626.10.2229.8B
Orangewood AvenueII4051.04.255.20.5736.9A
Farquhar AvenueII3529.88.638.40.2523.5C
Katella AvenueII3529.729.959.60.2515.1E
TotalII195.874.2270.01.8825.1C
Arterial Level of Service: SB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Katella AvenueII3535.183.3118.40.339.9F
Farquhar AvenueII3529.73.533.20.2527.0C
Orangewood AvenueII3529.83.533.30.2527.1C
Bradbury RoadII4545.36.752.00.5739.2A
Rossmoor Center WayII4523.59.232.70.2223.8C
Towne Center DriveII4518.76.124.80.1725.0C
Saint Cloud DriveII4511.827.739.50.119.9F
TotalII193.9140.0333.91.8920.4D
Arterial Level of ServiceHealth Club within The Shops at Rossmoor TIA
02/21/2017
Existing + Full Occupancy + P Saturday Peak Hour Synchro 9 Report
LSA Associates, Inc. - DL Page 1
Arterial Level of Service: NB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Saint Cloud DriveII4531.323.254.50.3220.9D
Towne Center DriveII4511.812.824.60.1115.9E
Plymouth DriveII4518.74.523.20.1726.7C
Bradbury RoadII4523.56.630.10.2225.8C
Orangewood AvenueII4051.01.452.40.5738.9A
Farquhar AvenueII3529.85.034.80.2525.9C
Katella AvenueII3529.723.152.80.2517.0D
TotalII195.876.6272.41.8824.8C
Arterial Level of Service: SB Seal Beach Boulevard
ArterialFlowRunningSignalTravelDistArterialArterial
Cross StreetClassSpeedTimeDelayTime (s)(mi)SpeedLOS
Katella AvenueII3535.135.070.10.3316.7E
Farquhar AvenueII3529.74.434.10.2526.3C
Orangewood AvenueII3529.82.432.20.2528.0C
Bradbury RoadII4545.34.549.80.5740.9A
Rossmoor Center WayII4523.58.431.90.2224.4C
Towne Center DriveII4518.713.031.70.1719.5D
Saint Cloud DriveII4511.837.549.30.117.9F
TotalII193.9105.2299.11.8922.7C
APPENDIX F
ORANGE COUNTY TRAFFIC ENGINEERING
ROSSMOOR TRAFFIC STUDY
Page 1 of 24
ORANGE COUNTY TRAFFIC ENGINEERING
STAFF REPORT OF: September 26, 2016
SUPERVISORIAL DISTRICT: 2
SUBJECT: Rossmoor Traffic Study
LOCATION: Rossmoor; T.B. 796-H4
INVESTIGATOR: Deepthi Arabolu
BACKGROUND
At the May 21, 2015 Orange County Traffic Committee meeting, a request to remove time
based parking restrictions on both sides of Foster Road/Hedwig Road between Druid Lane and
Wallingsford Road was agendized and discussed by the Committee. This request to remove
parking restrictions was initiated by the Rossmoor Homeowners Association due to
inconvenience to residents fronting Foster Road/Hedwig Road. The Committee voted to
maintain the current time based parking restrictions and to conduct a more comprehensive
study in collaboration with the Rossmoor Homeowners Association, the Los Alamitos Unified
School District and other stakeholders. This traffic study and the information below outlines
research conducted and additional information collected by OC Public Works/Traffic
Engineering staff as part of the OC Traffic Committee recommendation.
EXISTING CONDITIONS
The Rossmoor community is bound by the San Gabriel (I-605) Freeway to the west, by the San
Diego (I-405) Freeway to the south, by Katella Avenue to the north, and Seal Beach/Los
Alamitos Boulevard to the east. On the north, access to the community is limited to one
location at Wallingsford Road off Katella Avenue, and on the east, access is available from Seal
Beach/Los Alamitos Boulevard at six locations: Hedwig Road, Orangewood Avenue, Rossmoor
Way, Bradbury Road, Rossmoor Center Way, and Saint Cloud Drive. Freeway access to the I-
605 and I-405 freeways is limited to the Katella Avenue interchange and the Seal Beach/Los
Alamitos Boulevard interchange.
Wallingsford Road between Katella Avenue and Hedwig Road is a fully improved, residential
collector street with one travel lane in each direction separated by a centerline stripe.
Wallingsford Road has a posted speed limit of 25 mph. The intersection of Wallingsford Road
and Katella Avenue is controlled by a traffic signal operated and maintained by the City of Los
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 2 of 24
Alamitos; the intersection of Wallingsford Road and Hedwig Road is controlled by an all-way
stop. Three residential streets intersect the segment of Wallingsford Road between Katella Ave
and Hedwig Road; all are controlled by stop signs. Currently, parking is prohibited on the west
side of Wallingsford Road; on the east side, parking is also prohibited except for a segment
fronting an apartment complex near the intersection of Hedwig Road which has restricted
parking between the hours of 7am to 9 am excluding weekends and holidays.
Within the community, Hedwig Road, Foster Road, and Yellowtail Drive form a loop road that
runs through the entire Rossmoor community. These streets are fully improved, residential
collector streets with one travel lane in each direction separated by a centerline stripe and a
posted speed limit of 25 mph. Hedwig Road begins at Los Alamitos Boulevard and changes its
name to Foster Road at Donnis Road. Westerly of Donnis Road, Foster Road continues as a
residential collector street southerly through the community. At the south end of this segment,
Foster Road again changes its name to Yellowtail Drive at Druid Lane, and ends at its
intersection with Saint Cloud Drive. Foster Road is centrally located within the community and
provides the primary access to the northerly half of Rossmoor. All streets intersecting Hedwig
Road/Foster Road/Yellowtail Drive are residential streets controlled by stop signs. Of these
intersections, Copa de Oro Drive, Main Way Drive, Bostonian Drive, Shakespeare Drive, and
Wallingsford Road are all-way stop controlled intersections.
On the west side of Foster Road between Bostonian Drive and Shakespeare Drive, there are two
elementary schools, Lee Elementary and Weaver Elementary. Another school, Hopkinson
Elementary, is located west of Foster Road with access from Kensington Road and Gertrude
Drive. Rossmoor Park occupies the south side of Foster Road/Hedwig Road between Kerth Drive
and Pemberton Road. There are assigned school crossing guards located on Foster Road at the
intersections of Gertrude Drive, Bostonian Drive, and Shakespeare Drive; in addition, there is an
assigned school crossing guard located at the intersection of Gertrude Drive at Kensington
Road. Between Druid Lane and Wallingsford Road, parking is prohibited between the hours of
7:30 am to 9:30 am on school days on the easterly side of Foster Road/Hedwig Road and
between 2:30 pm to 4:30 pm on school days on the westerly side of Foster Road/Hedwig Road.
Foster Road/Hedwig Road between Druid Lane and Wallingsford Road is currently signed as a
Bike Route; the parking lanes are striped and marked for bike usage during the parking
restrictions period.
Orangewood Avenue, Montecito Road, and Saint Cloud Drive form a loop road that intersects
Seal Beach/Los Alamitos Boulevard at two locations. These streets are fully improved,
residential collector streets with two travel lanes in each direction separated by a centerline
stripe and have a posted speed limit of 35 mph. All streets intersecting Orangewood
Avenue/Montecito Road/Saint Cloud Drive are controlled by stop signs. Of these intersections,
Shakespeare Drive, Bostonian Drive, Bradbury Road, Main Way Drive/Rossmoor Center Way,
and Copa de Oro Drive are all-way stop controlled intersections. The intersections of Los
Alamitos Boulevard at Orangewood Avenue, Rossmoor Way, Bradbury Road, Rossmoor Center
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 3 of 24
Way, and Saint Cloud Drive are controlled by traffic signals that are operated and maintained by
the City of Los Alamitos and/or the City of Seal Beach. Rossmoor Elementary School is located
on the east side of Montecito Road between Bostonian Drive and Shakespeare Drive; school
access is available from the local streets of Bostonian Drive and Shakespeare Drive. There are
assigned school crossing guards located on Montecito Road at the intersections of Bostonian
Drive and at Shakespeare Drive. Parking is allowed on both sides of Orangewood
Avenue/Montecito Road/Saint Cloud Drive.
Rossmoor Way between Bostonian Drive/Shakespeare Drive and Los Alamitos Boulevard has a
posted speed limit of 25 mph and is a fully improved, residential collector street with two travel
lanes in each direction divided by a landscaped raised median. Weatherby Road is the only
street that intersects Rossmoor Way within this segment and is stop controlled. Rossmoor Way
at Los Alamitos Boulevard is controlled by a traffic signal that is operated and maintained by the
City of Los Alamitos; Rossmoor Way intersects Shakespeare Drive/Bostonian Drive at a “T”
intersection controlled by a stop sign. There is an assigned school crossing guard located on
Rossmoor Way at the intersection of Shakespeare Drive/Bostonian Drive. Parking is allowed on
both sides of Rossmoor Way.
Bradbury Road between Montecito Road and Seal Beach/Los Alamitos Boulevard has a posted
speed limit of 25 mph and is a fully improved, residential collector street with one travel lane in
each direction separated by a Two-Way Left Turn Lane (TWLTL). The intersection of Bradbury
Road and Seal Beach/Los Alamitos Boulevard is controlled by a traffic signal operated and
maintained by the City of Los Alamitos; the intersection of Bradbury Road and Montecito Road
is controlled by an all-way stop. Four residential streets intersect this segment of Bradbury
Road and all are controlled by stop signs. Parking is allowed on both sides of Bradbury Road and
the parking lanes are striped.
Rossmoor Center Way between Montecito Road and Seal Beach Boulevard has a posted speed
limit of 25 mph and is a fully improved street with one travel lane in each direction separated
by a centerline stripe. Rossmoor Center Way primarily provides access to the Rossmoor
Shopping Center. The intersection of Rossmoor Center Way and Seal Beach Boulevard is
controlled by a traffic signal operated and maintained by the City of Seal Beach; Rossmoor
Center Way intersects Montecito Road at a “T” intersection controlled by an all-way stop.
Parking is prohibited on both sides of Rossmoor Center Way.
Ruth Elaine Drive, Martha Ann Drive, and Druid Lane form a loop road that runs through the
entire Rossmoor community and intersects Wallingsford Road and Saint Cloud Drive. These
streets are fully improved, residential collector streets with a posted speed limit of 25 mph, and
one travel lane in each direction separated by a centerline stripe. Ruth Elaine begins at
Wallingsford Road and changes its name to Martha Ann Drive east of Donnis Road. Martha Ann
Drive continues as a residential collector street southerly through the west side of the
community. At the south end of this segment, Martha Ann Drive changes its name to Druid
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 4 of 24
Lane near Foster Road/Yellowtail Drive and ends at its intersection with Saint Cloud Drive. Ruth
Elaine Drive at Wallingsford Road is controlled by a stop sign with traffic on Ruth Elaine
stopping for Wallingsford Road traffic. Ruth Elaine Drive has only one minor intersecting street,
Donnis Road, controlled by a stop sign. None of the streets that intersect Martha Ann Drive are
controlled by stop signs except for Piedmont Avenue, Shakespeare Drive, Bostonian Drive, and
Main Way Drive. Piedmont Avenue is stop controlled at Martha Ann Drive; Shakespeare Drive,
Bostonian Drive and Main Way Drive are all all-way stop controlled at their intersection with
Martha Ann Drive. The four-way intersection at Druid Lane and Foster Road/Yellowtail Drive is
controlled by a two-way stop control with traffic on Druid Lane stopping for Foster
Road/Yellowtail Drive traffic. All streets intersecting Druid Lane are uncontrolled. Druid Lane at
Saint Cloud Drive is controlled by a stop sign with traffic on Druid Lane stopping for Saint Cloud
Drive traffic. Parking is allowed on both sides of Ruth Elaine Drive/Martha Ann Drive/Druid
Lane.
DEMOGRAPHICS
Rossmoor is a self-contained community with a population of 10,244 as of the 2010 United
States Census; the approximate number of household units was 3,710 with an average family
size of three persons per family. There were approximately 2,550 children living in Rossmoor.
The projected total daily trips generated by the community are approximately 42,000 vehicles,
consistent with the 38,000 total daily inbound and outbound trips measured most recently in
2015 at the seven entrances to the community.
SCHOOL ENROLLMENT
The Los Alamitos Unified School District (LAUSD) serves the Rossmoor community. Currently
there are four elementary schools located within the boundaries of Rossmoor: Hopkinson, Lee,
Rossmoor, and Weaver. With the exception of Weaver Elementary which is a year-round
school, all the elementary schools in Rossmoor are on a nine month academic year calendar..
Based on the LAUSD provided school enrollment data for the Rossmoor schools, the current
year’s school enrollment within Rossmoor has increased by approximately 16% since 2002.
However, enrollment numbers have remained consistent over the past 3 years.
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 5 of 24
The school enrollment data is tabulated and graphed below:
Rossmoor School Enrollment
School School Year
2001-2002 2013-2014 2014-2015 2015-2016
Hopkinson 637 694 711 703
Lee 617 659 683 659
Rossmoor 618 712 676 650
Weaver 458 717 716 685
Total 2,330 2,782 2,786 2,697
TRAFFIC DATA (VOLUMES / SPEEDS)
Vehicular volume counts and speed profiles have been conducted over the last 15 years at
several locations on the residential collector streets within the Rossmoor community. A
summary of this data is tabulated and shown in Table 1 of the Appendix. The table includes
available historical data from 2002 traffic counts, 2015 Traffic Flow Map counts, and a 2013
Engineering & Traffic Survey data. A review of vehicular volumes conducted before and after
the summer of 2015 shows that overall, there has been no significant change in vehicular
volumes with the exception of two streets, Saint Cloud Drive and Hedwig Road. Volumes
increased on Saint Cloud Drive by 20%; while volumes on Hedwig Road decreased by 18%.
These changes may be the result of changes in demographics and new school year traffic
patterns.
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 6 of 24
The 2015 traffic volumes are graphed below:
Current traffic volumes were also compared to available historical data from 2002. Overall the
traffic volumes in Rossmoor have remained relatively constant over the 13-year period with the
exception of Wallingsford Road which experienced a 39% decrease in vehicular volume. Taking
in consideration the overall consistency of traffic volumes and the increase in school enrollment
experienced since 2002, it can be inferred that more people are driving less to school and are
walking, carpooling, or being bussed to school instead.
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 7 of 24
The comparison of traffic volumes between 2002 and 2015 is graphed below:
Current prevailing speeds were compared to available historical data from 2002. Based on the
data, the prevailing speeds have remained relatively constant over the years with the exception
of Orangewood Avenue which experienced a 9 mph decrease in speed. The prevailing speeds
on the Rossmoor residential collector streets are comparable to other collector streets within
the County. The following graph illustrates the speed comparison between 2002 and 2015:
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 8 of 24
ACCIDENT DATA
We reviewed collision data for the last three year period on eleven primary collector streets
within Rossmoor:
Traffic Collision Records: 12/31/2012 to 12/31/2015
Street Name No. of
Accidents
No. of Ped/Bike
Accidents
Bradbury Road 2 0
Foster Road 7 1
Hedwig Road 3 0
Martha Ann Drive 6 0
Montecito Road 5 1
Orangewood Avenue 0 0
Rossmoor Center Way 0 0
Rossmoor Way 1 0
Saint Cloud Drive 2 0
Yellowtail Drive 2 0
Wallingsford Road 6 1
Total 34 3
For a historical perspective, the above three year collision data was compared with the 2002
three year collision data (12/31/1999 to 12/31/2002).
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 9 of 24
The following graphs illustrate the resulting comparisons for the two periods:
The total number of accidents has declined from 56 to 34 based on the collision data. The total
number of pedestrian/bicycle related accidents has also decreased from 6 to 3. Therefore, the
relative accident rate has declined within the community. It can be inferred that traffic safety
has improved within Rossmoor despite the increased school enrollment.
ROSSMOOR PARENT ROUTE TO SCHOOL SURVEY
In collaboration with Traffic Engineering, LAUSD conducted a school survey of parents from all
four schools within Rossmoor to determine their typical mode of transportation to school. A
total of 203 parents responded to the LAUSD survey with information; 24 responded that they
do not live within walking distance to school therefore no mode of transportation was provided
in the response. A summary of the 179 responses to the school survey data is tabulated in the
Appendix, Table 2.
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 10 of 24
The following graph illustrates the percentage of transportation modes to school:
The survey results show that a majority of parents (56%, 101) drive their children to school in
their personal vehicle, followed by 18% (32) who walk to school, and 10% (18) who bike to
school. All other modes of transportation or combination of modes shown in the graph are
considered negligible.
Additionally, LAUSD also conducted a survey that focused on Rossmoor children attending Oak
Middle School, located outside of the Rossmoor community, north of Katella Avenue. All of the
Rossmoor parents with children exclusively biking or walking to Oak Middle School were
requested to take this survey.
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 11 of 24
Following are the results of the 9 parents that responded to this survey:
Rossmoor Residents attending Oak Middle School
Student Id Walking or Biking Route
1 Donnie Ann/ Wallingsford
2 Weatherby/ Wallingsford
3 Bostonian/ Montecito/ Harrisburg/ Wallingsford
4 Donnie Ann/ Wallingsford
5 Bradbury/ Seal Beach/ Katella
6 Montecito/ Bradbury/ Weatherby/ Hedwig/ Wallingsford/ Katella
7 Foster/ Hedwig/ Wallingsford
8 Donovan/ Shakespeare/ Foster/ Hedwig/ Wallingsford
9 Foster/ Donnis/ Quail Run/ Wallingsford
The survey indicated only 4 of the 9 children are walking or biking to school along Foster Road/
Hedwig Road to attend Oak Middle School.
CONCLUSIONS
In summary, on the basis of existing and historical volume, speed, and collision data, traffic in
the Rossmoor community shows an overall decline in vehicular volumes, speed, and collisions.
However, through analysis of prior studies, data collection, field observations and community
input, OC Public Works/ Traffic Engineering staff has developed the following alternatives for
traffic operational improvements and enhancements to potentially mitigate existing community
concerns related to traffic congestion created by peak school student drop-off and pick-up
periods, parking availability, and bicycle safety.
Foster Road/ Hedwig Road:
Foster/ Hedwig Road is the only roadway in the Rossmoor community that currently has time
based parking restrictions on the roadway. These restrictions work in coordination with the
striped parking lanes to facilitate bicycle traffic. On school days, parking is prohibited between
the hours of 7:30 am to 9:30 am on the easterly side of Foster Road/Hedwig Road and between
2:30 pm to 4:30 pm on school days on the westerly side of Foster Road/Hedwig Road. The
parking restrictions were originally implemented to provide Rossmoor children attending Oak
Middle School, located outside of the Rossmoor community, unimpeded bicycle lanes when
traveling to and from school; however, our field reviews along Foster and Hedwig Road
performed over a period of several days during the morning and afternoon school peak hours
confirmed that the parking lanes are under-utilized as bicycle lanes. Only two children were
observed biking along these lanes. Other children were also observed biking but utilizing the
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 12 of 24
sidewalks instead of the bicycle lanes and were fewer in numbers. This observation is consistent
with the Los Alamitos Unified School District’s survey results that indicated only four children
bike and walk to Oak Middle School along Foster and Hedwig Roads.
Observed speeds on Foster/ Hedwig Road are higher than the prima facie speed limit of 25
mph. However, the lack of speed related accidents and excellent safety record within the
community demonstrates that motorists are interpreting the road conditions and safely travel
at speeds higher than the posted speed limit.
Alternatives:
1. DO NOTHING: Maintain the current time period parking restrictions between the hours of
7:30 am to 9:30 am on the easterly side of Foster Road/Hedwig Road and between 2:30 pm
to 4:30 pm on school days on the westerly side of Foster Road/Hedwig Road. This
alternative does not address the concerns expressed by the Rossmoor Home Owners
Association (RHA).
2. SHARE THE ROAD & PARKING: This alternative would remove existing time based parking
restrictions on either side of Foster / Hedwig Road and install “Shared Lane Markings” to
assist bicyclists during all times with lateral positioning in lanes. This alternative was
originally requested by the RHA with the addition of bicycle markings on the traveled way to
raise bicycle traffic awareness. This alternative does not address bicycle safety concerns
raised by the Parent-Teacher Association (PTA).
Alternative 2
3. MULTI-USE SIDEWALK: This alternative would widen the existing sidewalk on both the sides
of Foster/ Hedwig Road to a multi-use 10’ to 12’ wide sidewalk that could accommodate
both pedestrians and bicyclists. This alternative contains removal of the 8’ existing parkway
on both sides of Foster/ Hedwig Road. All existing trees, shrubs and greenery would have to
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 13 of 24
be eliminated to build a multi-use sidewalk that could accommodate both pedestrian and
bike traffic.
The figures below illustrate the existing condition and the proposed scenario:
Existing Condition
Proposed Condition
(Remove Existing Parkway)
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 14 of 24
Martha Ann Drive:
24 hour speed data indicates prevailing speeds are higher than the posted speed limit on
Martha Anna. However, there has been only one speed-related accident over the past 3 years
on Martha Ann. Furthermore, based on the location of Martha Ann with respect to the
Rossmoor Community layout, it is evident that the majority of traffic the roadway carries are
residents living on Ruth Elaine, Martha Anna, Druid Lane and other Rossmoor streets;
Therefore, people driving on this street are in fact mostly Rossmoor residents.
Alternatives:
INSTALLATION OF PAINTED PARKING LANES: This alternative would install parking lanes on both
sides of Ruth Elaine, Martha Anna, and Druid Lane. The striped parked lanes are recommended
as a traffic calming measure to help reduce driver speeds by creating side friction due to parked
cars. This striping helps in giving a visual impression of a reduced width travel lane which has
been shown to slow vehicles down while travelling along a roadway. This method has proven
successful in other areas of the county.
ESTABLISH BICYCLE LANES ON MARTHA ANN DRIVE: Unlike Foster/ Hedwig Road, Martha Ann
does not serve as primary access within Rossmoor. Martha Ann marks the outside perimeter of
the Rossmoor community on its west side and collects the majority of its traffic from residents
living on Martha Ann or adjacent blocks and nearby streets. Based on the location of the
schools with respect to Martha Ann, it is not a convenient route for children to bicycle to and
from their respective schools. Relocation of bicycle lanes from Foster/ Hedwig Roadways to
Martha Ann Drive is not a convenient alternative for bicycle users.
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 15 of 24
APPENDIX
Table 1. Traffic Data (Volumes/Speeds)
Street Name Location Limits Date ADT
Volume
85%
MPH
Bradbury Road Montecito Rd. to Los Alamitos Blvd. 2002 5,874
Bradbury Road Montecito Rd. to Los Alamitos Blvd. 06/02/15 5,438 37
Bradbury Road Montecito Rd. to Los Alamitos Blvd. 06/03/15 5,654 37
Bradbury Road Montecito Rd. to Los Alamitos Blvd. 07/29/15 4,509 36
Bradbury Road Montecito Rd. to Los Alamitos Blvd. 07/30/15 5,208 36
Bradbury Road Montecito Rd. to Los Alamitos Blvd. 10/13/15 5,581 34
Bradbury Road Montecito Rd. to Los Alamitos Blvd. 10/14/15 5,982 34
Foster Road Druid Ln. to Tigertail Dr. 2002 613 31
Foster Road Druid Ln. to Tigertail Dr. 06/02/15 428 32
Foster Road Druid Ln. to Tigertail Dr. 06/03/15 426 31
Foster Road Druid Ln. to Tigertail Dr. 07/29/15 343 29
Foster Road Druid Ln. to Tigertail Dr. 07/30/15 345 29
Foster Road Druid Ln. to Tigertail Dr. 10/13/15 412 34
Foster Road Druid Ln. to Tigertail Dr. 10/14/15 435 34
Foster Road Engel Dr. to Blume Dr. 2002 2,170 31
Foster Road Engel Dr. to Blume Dr. 06/02/15 1,759 30
Foster Road Engel Dr. to Blume Dr. 06/03/15 1,798 30
Foster Road Engel Dr. to Blume Dr. 07/29/15 1,166 29
Foster Road Engel Dr. to Blume Dr. 07/30/15 1,262 29
Foster Road Engel Dr. to Blume Dr. 10/13/15 1,784 34
Foster Road Engel Dr. to Blume Dr. 10/14/15 1,842 34
Foster Road Kempton Dr. to Oak Knoll Dr. 2002 2,170 31
Foster Road Kempton Dr. to Oak Knoll Dr. 06/02/15 2,711 33
Foster Road Kempton Dr. to Oak Knoll Dr. 06/03/15 2,774 32
Foster Road Kempton Dr. to Oak Knoll Dr. 07/29/15 2,019 30
Foster Road Kempton Dr. to Oak Knoll Dr. 07/30/15 2,106 31
Foster Road Kempton Dr. to Oak Knoll Dr. 10/13/15 2,506 36
Foster Road Kempton Dr. to Oak Knoll Dr. 10/14/15 2,701 35
Foster Road Piedmont Ave. to Channing Wy. 2002 3,740 31
Foster Road Piedmont Ave. to Channing Wy. 06/02/13 3,211 32
Foster Road Piedmont Ave. to Channing Wy. 06/03/15 3,155 33
Foster Road Piedmont Ave. to Channing Wy. 07/29/15 2,290 32
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 16 of 24
Table 1. Traffic Data (Volumes/Speeds) Continued
Street Name Location Limits Date ADT
Volume
85%
MPH
Foster Road Piedmont Ave. to Channing Wy. 07/30/15 2,427 33
Foster Road Piedmont Ave. to Channing Wy. 10/13/15 3,050 35
Foster Road Piedmont Ave. to Channing Wy. 10/14/15 3,252 35
Foster Road Silverwood Dr. to Shakespeare Dr. 2002 5,345 31
Foster Road Silverwood Dr. to Shakespeare Dr. 06/02/15 4,489 30
Foster Road Silverwood Dr. to Shakespeare Dr. 06/03/15 4,354 30
Foster Road Silverwood Dr. to Shakespeare Dr. 07/29/15 3,083 30
Foster Road Silverwood Dr. to Shakespeare Dr. 07/30/15 3,284 30
Foster Road Silverwood Dr. to Shakespeare Dr. 10/13/15 4,404 33
Foster Road Silverwood Dr. to Shakespeare Dr. 10/14/15 4,518 33
Foster Road Chesney Dr. to Kerth Dr. 2002 6,075 32
Foster Road Chesney Dr. to Kerth Dr. 06/02/15 4,414 32
Foster Road Chesney Dr. to Kerth Dr. 06/03/15 4,471 32
Foster Road Chesney Dr. to Kerth Dr. 07/29/15 3,770 31
Foster Road Chesney Dr. to Kerth Dr. 07/30/15 3,938 31
Foster Road Chesney Dr. to Kerth Dr. 10/13/15 5,306 34
Foster Road Chesney Dr. to Kerth Dr. 10/14/15 5,424 34
Hedwig Road Wallingsford Rd. to Los Alamitos Blvd. 2002 4,786
Hedwig Road Wallingsford Rd. to Los Alamitos Blvd. 06/02/15 4,348
Hedwig Road Wallingsford Rd. to Los Alamitos Blvd. 06/03/15 4,357
Hedwig Road Wallingsford Rd. to Los Alamitos Blvd. 07/29/15 3,154
Hedwig Road Wallingsford Rd. to Los Alamitos Blvd. 07/30/15 3,439
Hedwig Road Wallingsford Rd. to Los Alamitos Blvd. 10/13/15 3,559
Hedwig Road Wallingsford Rd. to Los Alamitos Blvd. 10/14/15 No Data
Martha Ann Drive Gertrude Dr. to Mainway Dr. 2002 743 31
Martha Ann Drive Gertrude Dr. to Mainway Dr. 06/02/15 854 31
Martha Ann Drive Gertrude Dr. to Mainway Dr. 06/03/15 880 31
Martha Ann Drive Gertrude Dr. to Mainway Dr. 07/29/15 538 32
Martha Ann Drive Gertrude Dr. to Mainway Dr. 07/30/15 504 32
Martha Ann Drive Gertrude Dr. to Mainway Dr. 10/13/15 728 35
Martha Ann Drive Gertrude Dr. to Mainway Dr. 10/14/15 734 35
Martha Ann Drive Piedmont Ave. to Channing Wy. 2002 1,493 34
Martha Ann Drive Piedmont Ave. to Channing Wy. 06/02/15 1,690 32
Martha Ann Drive Piedmont Ave. to Channing Wy. 06/03/15 1,643 31
Martha Ann Drive Piedmont Ave. to Channing Wy. 07/29/15 1,010 33
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 17 of 24
Table 1. Traffic Data (Volumes/Speeds) Continued
Street Name Location Limits Date ADT
Volume
85%
MPH
Martha Ann Drive Piedmont Ave. to Channing Wy. 07/30/15 970 33
Martha Ann Drive Piedmont Ave. to Channing Wy. 10/13/15 1,613 39
Martha Ann Drive Piedmont Ave. to Channing Wy. 10/14/15 1,677 38
Martha Ann Drive Chesney Dr. to Ruth Elaine Dr. 2002 2,064 33
Martha Ann Drive Chesney Dr. to Ruth Elaine Dr. 06/02/15 2,099 30
Martha Ann Drive Chesney Dr. to Ruth Elaine Dr. 06/03/15 2,067 30
Martha Ann Drive Chesney Dr. to Ruth Elaine Dr. 07/29/15 1,469 30
Martha Ann Drive Chesney Dr. to Ruth Elaine Dr. 07/30/15 1,391 29
Martha Ann Drive Chesney Dr. to Ruth Elaine Dr. 10/13/15 2,063 33
Martha Ann Drive Chesney Dr. to Ruth Elaine Dr. 10/14/15 2,113 34
Montecito Road Copa de Oro to Rossmoor Center Wy. 2002 6,099 38
Montecito Road Rossmoor Center Wy. To Bradbury Rd. 12/17/13 35
Montecito Road Rossmoor Center Wy. To Bradbury Rd. 03/05/15 5,847
Montecito Road Rossmoor Center Wy. To Bradbury Rd. 10/13/15 5,817 37
Montecito Road Rossmoor Center Wy. To Bradbury Rd. 10/14/15 5,671 37
Montecito Road Bostonian Dr. to Shakespeare Dr. 2002 3,765 38
Montecito Road Bostonian Dr. to Shakespeare Dr. 03/05/15 3,610
Montecito Road Bostonian Dr. to Shakespeare Dr. 10/13/15 3,424 38
Montecito Road Bostonian Dr. to Shakespeare Dr. 10/14/15 3,376 37
Orangewood Avenue Shakespeare Dr. to Weatherby Rd. 2002 2,693 38
Orangewood Avenue Shakespeare Dr. to Los Alamitos Blvd. 03/05/15 3,289
Orangewood Avenue Shakespeare Dr. to Weatherby Rd. 10/13/15 3,148 29
Orangewood Avenue Shakespeare Dr. to Weatherby Rd. 10/14/15 2,868 28
Orangewood Avenue Weatherby Rd. to Los Alamitos Blvd. 2002 3,692
Orangewood Avenue Weatherby Rd. to Los Alamitos Blvd. 07/29/15 1,974
Orangewood Avenue Weatherby Rd. to Los Alamitos Blvd. 07/30/15 2,008
Orangewood Avenue Weatherby Rd. to Los Alamitos Blvd. 10/13/15 3,361
Orangewood Avenue Weatherby Rd. to Los Alamitos Blvd. 10/14/15 3,291
Rossmoor Center Way Montecito Rd. to Seal Beach Blvd. 2002
Rossmoor Center Way Montecito Rd. to Seal Beach Blvd. 06/02/15 2,945
Rossmoor Center Way Montecito Rd. to Seal Beach Blvd. 06/03/15 2,876
Rossmoor Center Way Montecito Rd. to Seal Beach Blvd. 07/29/15 2,521
Rossmoor Center Way Montecito Rd. to Seal Beach Blvd. 07/30/15 2,473
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 18 of 24
Table 1. Traffic Data (Volumes/Speeds) Continued
Street Name Location Limits Date ADT
Volume
85%
MPH
Rossmoor Center Way Montecito Rd. to Seal Beach Blvd. 10/14/15 2,899
Rossmoor Way Shakespeare Dr. to Los Alamitos Blvd. 2002 2,070 36
Rossmoor Way Shakespeare Dr. to Los Alamitos Blvd. 06/02/15 2,144
Rossmoor Way Shakespeare Dr. to Los Alamitos Blvd. 06/03/15 2,111
Rossmoor Way Shakespeare Dr. to Los Alamitos Blvd. 07/29/15 1,275
Rossmoor Way Shakespeare Dr. to Los Alamitos Blvd. 07/30/15 1,378
Rossmoor Way Shakespeare Dr. to Los Alamitos Blvd. 10/13/15 2,179 35
Rossmoor Way Shakespeare Dr. to Los Alamitos Blvd. 10/14/15 2,013 35
Saint Cloud Drive Montecito Rd. to Seal Beach Blvd. 2002 No Data
Saint Cloud Drive Montecito Rd. to Seal Beach Blvd. 12/17/13 36
Saint Cloud Drive Montecito Rd. to Seal Beach Blvd. 02/24/15 9,033
Saint Cloud Drive Montecito Rd. to Seal Beach Blvd. 07/29/15 8,360
Saint Cloud Drive Montecito Rd. to Seal Beach Blvd. 07/30/15 8,190
Saint Cloud Drive Montecito Rd. to Seal Beach Blvd. 10/13/15 10,734
Saint Cloud Drive Montecito Rd. to Seal Beach Blvd. 10/14/15 10,917
Wallingsford Road Hedwig Rd. to Katella Ave. 2002 15,204
Wallingsford Road Hedwig Rd. to Katella Ave. 07/29/15 10,383
Wallingsford Road Hedwig Rd. to Katella Ave. 07/30/15 10,464
Wallingsford Road Hedwig Rd. to Katella Ave. 10/13/15 9,068
Wallingsford Road Hedwig Rd. to Katella Ave. 10/14/15 9,422
Yellowtail Drive Silverfox Rd. to St. Cloud Dr. 2002 961 35
Yellowtail Drive Silverfox Rd. to St. Cloud Dr. 06/02/15 815 33
Yellowtail Drive Silverfox Rd. to St. Cloud Dr. 06/03/15 802 32
Yellowtail Drive Silverfox Rd. to St. Cloud Dr. 07/29/15 759 32
Yellowtail Drive Silverfox Rd. to St. Cloud Dr. 07/30/15 687 32
Yellowtail Drive Silverfox Rd. to St. Cloud Dr. 10/13/15 819 37
Yellowtail Drive Silverfox Rd. to St. Cloud Dr. 10/14/15 794 36
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 19 of 24
Table 2. School Survey Data
Distance from home to school Mode of Transportation Attending School
Between 1 to 2 miles Rides the bus, Family Car Hopkinson Elementary
Between 1 to 2 miles Bike Weaver Elementary
Between 1 to 2 miles Bike Lee Elementary
Between 1 to 2 miles Bike Lee Elementary
Between 1 to 2 miles Bike Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Bike Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Bike Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Bike Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Bike Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Bike Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Bike Weaver Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Bike Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Bike Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Bike Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Bike Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Bike Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Bike Rossmoor Elementary
Less than a 1/4 mile (3 blocks) Bike Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Bike Rossmoor Elementary
Between 1 to 2 miles Bike, Family Car Weaver Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Bike, Family Car Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Bike, Family Car Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Bike, Family Car Lee Elementary
Between 1 to 2 miles Carpool Hopkinson Elementary
Between 1 to 2 miles Carpool Hopkinson Elementary
Between 1 to 2 miles Carpool Weaver Elementary
Between 1 to 2 miles Carpool Weaver Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Carpool Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Carpool Hopkinson Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Lee Elementary
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 20 of 24
Table 2. School Survey Data Continued
Distance from home to school Mode of Transportation Attending School
Between a 1/2 mile to a mile (6-12
blocks)
Carpool Hopkinson Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Rossmoor Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Hopkinson Elementary
Between 1 to 2 miles Family Car Rossmoor Elementary
Between 1 to 2 miles Family Car Hopkinson Elementary
Between 1 to 2 miles Family Car Rossmoor Elementary
Between 1 to 2 miles Family Car Weaver Elementary
Between 1 to 2 miles Family Car Weaver Elementary
Between 1 to 2 miles Family Car Weaver Elementary
Between 1 to 2 miles Family Car Rossmoor Elementary
Between 1 to 2 miles Family Car Rossmoor Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Lee Elementary
Between 1 to 2 miles Family Car Rossmoor Elementary
Between 1 to 2 miles Family Car Hopkinson Elementary
Between 1 to 2 miles Family Car Rossmoor Elementary
Between 1 to 2 miles Family Car Weaver Elementary
Between 1 to 2 miles, We do not live
within walking distance to school
(Submit form after completing this
question)
Family Car Weaver Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Weaver Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Hopkinson Elementary
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 21 of 24
Table 2. School Survey Data Continued
Distance from home to school Mode of Transportation Attending School
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Weaver Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Hopkinson Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Family Car Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Weaver Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Weaver Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Weaver Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Weaver Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Weaver Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Family Car Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks), Between a 1/2 mile to a
mile (6-12 blocks)
Family Car Rossmoor Elementary
Less than a 1/4 mile (3 blocks) Family Car Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Family Car Hopkinson Elementary
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 22 of 24
Table 2. School Survey Data Continued
Distance from home to school Mode of Transportation Attending School
More than 2 miles Family Car Weaver Elementary
More than 2 miles Family Car Rossmoor Elementary
More than 2 miles Family Car Rossmoor Elementary
More than 2 miles Family Car Lee Elementary
More than 2 miles Family Car Weaver Elementary
More than 2 miles Family Car Hopkinson Elementary
More than 2 miles Family Car Hopkinson Elementary
More than 2 miles Family Car Rossmoor Elementary
More than 2 miles Family Car Lee Elementary
More than 2 miles Family Car Rossmoor Elementary
More than 2 miles Family Car Weaver Elementary
More than 2 miles Family Car Lee Elementary
More than 2 miles Family Car Lee Elementary
More than 2 miles Family Car Lee Elementary
More than 2 miles Family Car Hopkinson Elementary
More than 2 miles Family Car Lee Elementary
We do not live within walking
distance to school
Family Car Hopkinson Elementary
We do not live within walking
distance to school
Family Car Lee Elementary
We do not live within walking
distance to school
Family Car Hopkinson Elementary
We do not live within walking
distance to school
Family Car Lee Elementary
We do not live within walking
distance to school
Family Car Hopkinson Elementary
We do not live within walking
distance to school
Family Car Weaver Elementary
We do not live within walking
distance to
Family Car Rossmoor Elementary
We do not live within walking
distance to school
Family Car Hopkinson Elementary
We do not live within walking
distance to school
Family Car Hopkinson Elementary
We do not live within walking
distance to school
Family Car Weaver Elementary
We do not live within walking
distance to school
Family Car Weaver Elementary
We do not live within walking
distance to school
Family Car Weaver Elementary
We do not live within walking
distance to school
Family Car Rossmoor Elementary
We do not live within walking
distance to school
Family Car Lee Elementary
We do not live within walking
distance to school
Family Car Hopkinson Elementary
We do not live within walking
distance to school
Family Car Lee Elementary
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 23 of 24
Table 2. School Survey Data Continued
Distance from home to school Mode of Transportation Attending School
We do not live within walking
distance to school (Submit form
after completing this question)
Family Car Lee Elementary
We do not live within walking
distance to school
Family Car Lee Elementary
We do not live within walking
distance to school
Family Car Rossmoor Elementary
We do not live within walking
distance to school (Submit form
after completing this question)
Family Car Weaver Elementary
We do not live within walking
distance to school
Family Car Rossmoor Elementary
We do not live within walking
distance to school
Family Car Weaver Elementary
More than 2 miles Family Car, Carpool Weaver Elementary
We do not live within walking
distance to school
Family Car, Carpool Hopkinson Elementary
Between 1 to 2 miles Rides the bus Hopkinson Elementary
Between 1 to 2 miles Rides the bus Hopkinson Elementary
Between 1 to 2 miles Rides the bus Hopkinson Elementary
More than 2 miles Rides the bus, Family Car Hopkinson Elementary
We do not live within walking
distance to school
Rides the bus, Family Car Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Walk Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Walk Weaver Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Walk Weaver Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Walk Weaver Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Rossmoor Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Rossmoor Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Rossmoor Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Hopkinson Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Rossmoor Elementary
STAFF REPORT OF: September 26, 2016 Rossmoor Traffic Study
Page 24 of 24
Table 2. School Survey Data Continued
Distance from home to school Mode of Transportation Attending School
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Lee Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk Lee Elementary
Less than a 1/4 mile (3 blocks) Walk Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Walk Lee Elementary
Less than a 1/4 mile (3 blocks) Walk Rossmoor Elementary
Less than a 1/4 mile (3 blocks) Walk Lee Elementary
Less than a 1/4 mile (3 blocks) Walk Rossmoor Elementary
Less than a 1/4 mile (3 blocks) Walk Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Walk Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Walk Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Walk Lee Elementary
Less than a 1/4 mile (3 blocks) Walk Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Walk Rossmoor Elementary
Less than a 1/4 mile (3 blocks) Walk Weaver Elementary
Less than a 1/4 mile (3 blocks) Walk Rossmoor Elementary
Less than a 1/4 mile (3 blocks) Walk Lee Elementary
Less than a 1/4 mile (3 blocks) Walk Lee Elementary
Less than a 1/4 mile (3 blocks) Walk Weaver Elementary
Less than a 1/4 mile (3 blocks) Walk Rossmoor Elementary
Between a 1/4 mile to a 1/2 mile (3-
6 blocks)
Walk, Bike Weaver Elementary
Less than a 1/4 mile (3 blocks) Walk, Bike Rossmoor Elementary
Less than a 1/4 mile (3 blocks) Walk, Bike Rossmoor Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Walk, Bike, Family Car Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Walk, Bike, Family Car,
Carpool
Lee Elementary
Between a 1/2 mile to a mile (6-12
blocks)
Walk, Family Car Lee Elementary
Less than a 1/4 mile (3 blocks) Walk, Family Car Hopkinson Elementary
Less than a 1/4 mile (3 blocks) Walk, Family Car Lee Elementary
Less than a 1/4 mile (3 blocks) Walk, Family Car Lee Elementary
APPENDIX G
ORANGE COUNTY TRAFFIC ENGINEERING
COLLISION REPORT SUMMARY
Collision Report Summary
Date Range Reported:3/1/12 -3/1/17
Orange County
Traffic Engineering Department
4/19/2017
Total Number of Collisions:11
Total Numberof Persons Injured:2
Total Number of Persons Killed:0
Page 1
Movement
Prec. Coll. 1DateTimeDist.Dir.Type of
Collision
Motor Veh.
Involved With
Dir. of
Travel 1 PCF Inj.Kil.Movement
Prec. Coll. 2
Dir. of
Travel 2Report#Location
3/28/12 19:33 Improper Turning20'South Sideswipe Parked Motor
Vehicle
0 0NorthNorthOther Unsafe
Turning
Parked12-312 Montecito Rd &
Walker Lee Dr
6/24/12 Improper Turning40'North Sideswipe Parked Motor
Vehicle
0 0NorthNorthMaking Right
Turn
Parked12-199 Montecito Rd &
Brimhall Dr
7/25/12 21:05 Improper Turning50'South Rear-End Parked Motor
Vehicle
0 0SouthSouthOther Unsafe
Turning
Parked12-233 Montecito Rd &
Walker Lee Dr
2/9/13 12:51 Auto R/W
Violation
0'In Int.Head-On Other Motor
Vehicle
0 0NorthSouthMaking Left
Turn
Proceeding
Straight
158 Montecito Rd &
Woodstock Rd
4/18/13 12:05 Improper Turning300'North Sideswipe Parked Motor
Vehicle
0 0NorthNorthMaking Right
Turn
Parked180Montecito Rd & Loring
Dr
8/10/14 2:00 Driving Under
Influence
171'South Rear-End Parked Motor
Vehicle
0 0SouthSouthProceeding
Straight
Parked110Montecito Rd & Loring
Dr
9/11/14 14:45 Other Hazardous
Movement
100'North Other Bicycle 1 0NorthNorthStopped In
Road
Proceeding
Straight
113 Montecito Rd &
Woodstock Rd
8/5/15 17:45 Improper Turning200'North Sideswipe Parked Motor
Vehicle
0 0NorthNorthOther Unsafe
Turning
Parked065Montecito Rd &
Bostonian Dr
3/16/16 7:45 Auto R/W
Violation
0'In Int.Other Bicycle 1 0EastWestMaking Left
Turn
Proceeding
Straight
172 Bradbury Rd &
Montecito Rd
4/28/16 1:25 Improper Turning30'South Sideswipe Other Motor
Vehicle
0 0NorthSouthOther Unsafe
Turning
Parked6885Montecito Rd & Oak
Grove Rd
6/15/16 11:40 Traffic Signals
and Signs
0'In Int.Broadside Other Motor
Vehicle
0 0NorthNorthProceeding
Straight
Proceeding
Straight
8153 Montecito Rd &
Rossmoor Center Way
When only a Primary Road is specified (MONTECITO RD), the query results include all collisions with the specified Primary Road of MONTECITO RD and
all collisions with a Secondary Road of MONTECITO RD with a distance of 0 feet.
Settings Used For Query
Parameter Setting
Street Name MONTECITO RD
Starting Date 3/1/2012
Ending Date 3/1/2017
Distance from Intersection >= 0' for non rear-end collisions
>= 0' for rear-end collisions
APPENDIX H
MEMO ON ADDITIONAL LONG-TERM
NOISE MONITORING
Veneklasen Associates
Consultants in Acoustics | AV | IT | Environmental Noise
1711 Sixteenth Street Santa Monica California 90404 tel: 310.450.1733 fax: 310.396.3424 www.veneklasen.com
May 8, 2017
MIG
537 South Raymond Avenue
Pasadena, California 91105
Attention:Laura Stetson, AICP
Subject: LA Fitness Center Noise Study for EIR
Seal Beach, California
Memo on Additional Long-Term Noise Monitoring
VA Project No. 6691-001
Dear Laura:
Veneklasen Associates (VA) performed additional long-term monitoring at the subject project site from April 14
to 21, 2017. The long-term monitoring equipment was located in the same location as the previous monitoring
survey performed for the VA acoustical report dated January 26, 2017.
Based on VA’s more recent measurements, the calculated Community Noise Equivalent Level (CNEL) values
ranged from CNEL 54 to 59. These results are similar to the original findings discussed in the referenced
acoustical report. As such, the proposed subject project will not result in any new uses or traffic generation
that would increase noise levels in the vicinity or expose the residential neighbors to levels above those that
are deemed normally acceptable in the noise ordinance, or less than 61 CNEL
VA’s sound measurements are included in Appendix I of this memo.
This concludes our comments at this time. Please do not hesitate to contact us with any questions.
Sincerely,
Veneklasen Associates, Inc.
Richard H. Silva
Senior Associate
Veneklasen Associates LA Fitness Seal Beach; Seal Beach, CA
Memo on Additional Long-Term Monitoring; VA Project No. 6691-001
May 8, 2017–Page 2
www.veneklasen.com
Appendix I
Long-Term Measurement Results
Start time LAeq [dB]
4/14/2017 7:3661.1
4/14/2017 8:3658.5
4/14/2017 9:3656.3
4/14/2017 10:3655.2
4/14/2017 11:3653.7
4/14/2017 12:3653.6
4/14/2017 13:3653.2
4/14/2017 14:3651.2
4/14/2017 15:3652.4
4/14/2017 16:3653.8
4/14/2017 17:3651.8
4/14/2017 18:3649.2
4/14/2017 19:3653.7
4/14/2017 20:3648.8
4/14/2017 21:3649.4
4/14/2017 22:3647.3
4/15/2017 0:0146.9
4/15/2017 1:0147.9
4/15/2017 2:0146.4
4/15/2017 3:0146.5
4/15/2017 4:0149.7
4/15/2017 5:0150.8
4/15/2017 6:0152.5
4/15/2017 7:0152.4
4/15/2017 8:0150.4
4/15/2017 9:0150.4
4/15/2017 10:0153.1
4/15/2017 11:0150.7
4/15/2017 12:0149.9
4/15/2017 13:0152.3
4/15/2017 14:0150.3
4/15/2017 15:0150.7
4/15/2017 16:0150.0
4/15/2017 17:0152.9
4/15/2017 18:0148.9
4/15/2017 19:0148.9
4/15/2017 20:0149.4
4/15/2017 21:0150.1
4/15/2017 22:0149.4
4/15/2017 23:0147.6
4/16/2017 0:0146.1
4/16/2017 1:0144.7
4/16/2017 2:0143.9
4/16/2017 3:0142.7
4/16/2017 4:0143.1
4/16/2017 5:0146.2
4/16/2017 6:0149.1
4/16/2017 7:0148.7
4/16/2017 8:0150.8
4/16/2017 9:0148.5
4/16/2017 10:0152.6
4/16/2017 11:0148.3
4/16/2017 12:0150.7
4/16/2017 13:0149.3
4/16/2017 14:0149.9
4/16/2017 15:0150.3
4/16/2017 16:0150.0
4/16/2017 17:0148.9
4/16/2017 18:0154.2
4/16/2017 19:0149.5
4/16/2017 20:0148.1
4/16/2017 21:0149.7
4/16/2017 22:0146.5
4/16/2017 23:0146.8
4/17/2017 0:0146.4
4/17/2017 1:0148.0
4/17/2017 2:0144.5
4/17/2017 3:0146.4
4/17/2017 4:0149.8
4/17/2017 5:0151.1
4/17/2017 6:0152.6
4/17/2017 7:0151.0
4/17/2017 8:0155.7
4/17/2017 9:0153.9
4/17/2017 10:0151.6
4/17/2017 11:0158.1
4/17/2017 12:0158.1
4/17/2017 13:0161.8
4/17/2017 14:0151.9
4/17/2017 15:0151.8
4/17/2017 16:0152.3
4/17/2017 17:0151.2
4/17/2017 18:0150.1
4/17/2017 19:0149.8
4/17/2017 20:0150.9
4/17/2017 21:0153.9
4/17/2017 22:0148.6
4/17/2017 23:0147.1
4/18/2017 0:0144.3
4/18/2017 1:0145.0
4/18/2017 2:0143.9
4/18/2017 3:0141.8
4/18/2017 4:0145.1
4/18/2017 5:0148.3
4/18/2017 6:0149.6
4/18/2017 7:0152.1
4/18/2017 8:0155.2
4/18/2017 9:0152.8
4/18/2017 10:0152.2
4/18/2017 11:0151.4
4/18/2017 12:0153.4
4/18/2017 13:0151.2
4/18/2017 14:0153.3
4/18/2017 15:0151.3
4/18/2017 16:0152.0
4/18/2017 17:0150.1
4/18/2017 18:0152.3
4/18/2017 19:0150.8
4/18/2017 20:0151.8
4/18/2017 21:0149.6
4/18/2017 22:0147.9
4/18/2017 23:0146.1
4/19/2017 0:0143.8
4/19/2017 1:0142.7
4/19/2017 2:0144.8
4/19/2017 3:0143.9
4/19/2017 4:0145.9
4/19/2017 5:0148.5
4/19/2017 6:0147.8
4/19/2017 7:0151.1
4/19/2017 8:0151.7
4/19/2017 9:0151.5
4/19/2017 10:0153.2
4/19/2017 11:0151.1
4/19/2017 12:0151.9
4/19/2017 13:0153.6
4/19/2017 14:0151.5
4/19/2017 15:0151.2
4/19/2017 16:0151.4
4/19/2017 17:0152.1
4/19/2017 18:0152.5
4/19/2017 19:0151.7
4/19/2017 20:0152.5
4/19/2017 21:0153.5
4/19/2017 22:0151.6
4/19/2017 23:0148.7
4/20/2017 0:0149.6
4/20/2017 1:0149.4
4/20/2017 2:0148.9
4/20/2017 3:0148.5
4/20/2017 4:0151.4
4/20/2017 5:0154.3
4/20/2017 6:0154.8
4/20/2017 7:0154.6
4/20/2017 8:0153.2
4/20/2017 9:0152.7
4/20/2017 10:0154.0
4/20/2017 11:0153.5
4/20/2017 12:0152.3
4/20/2017 13:0153.8
4/20/2017 14:0152.5
4/20/2017 15:0150.8
4/20/2017 16:0151.5
4/20/2017 17:0149.8
4/20/2017 18:0151.9
4/20/2017 19:0153.3
4/20/2017 20:0154.2
4/20/2017 21:0154.5
4/20/2017 22:0152.5
4/20/2017 23:0151.6
4/21/2017 0:0147.8
4/21/2017 1:0148.9
4/21/2017 2:0150.3
4/21/2017 3:0148.5
4/21/2017 4:0150.0
4/21/2017 5:0150.2
4/21/2017 6:0151.1
4/21/2017 7:0155.4
4/21/2017 8:0153.0
4/21/2017 9:0153.3
4/21/2017 10:0154.5
4/21/2017 11:0153.0
4/21/2017 12:0154.9
MIG, Inc. 537 S. Raymond Avenue, Pasadena, CA 91105
www.migcom.com