HomeMy WebLinkAboutCC AG PKT 2014-06-09 #HTO: Honorable Mayor and City Council
THRU: Jill R. Ingram, City Manager
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That the City Council adopt Resolution No. 6471 authorizing an application for
grant funds under the Environmental Cleanup Program -Tier 12014.
The Environmental Cleanup Program - Tier 1 2014 (ECP 2014) provides grant
funds to local agencies; used to improve overall water quality in Orange County
from transportation-generated pollution. Projects eligible for ECP 2014 include
equipment purchases and upgrades to existing catch basins and related best
management practices such as screens, filters, inserts and other street-scale low
flow diversion projects.
Based upon the specific criteria, City staff submitted an application for installing
or replacing (old/damaged) filter inserts (DrainPacs) at various citywide catch
basin locations. These locations have been identified as being potential
contributors of litter, debris, and other pollutants which could enter into the City's
storm drain system and drain to the ocean. Installing the DrainPacs capture and
treat urban runoff before entering the municipal storm drain system.
The DrainPacs are installed for its effectiveness to improve water quality and the
City's current experience maintaining and cleaning the existing DrainPacs
throughout the City.
The ECP 2014 allows local agencies to supplement the County of Orange's
Vendor Master Agreements, inclusive and competitive pricing for equipment and
installation. The vendors that were selected through the County's request include
Bio Clean Environmental Services, Inc., and United Storm Water, Inc. Staff
recommends selecting United Storm Water, Inc. because of its competitive
pricing, extensive experience and serving the City for over five years installing
the City's exiting DrainPacs.
Agenda Item — H
The City was successful in securing grants funds for ECP Tier 1 in 2012 and
2013 call for projects. The projects consisted of installing DrainPacs at various
locations citywide as well.
This project complies with all requirements of the California Environmental
Quality Act (CEQA) and is categorically exempt under section 15301.
LEGAL ANALYSIS:
FINANCIAL IMPACT:
The ECP 2014 requires a 25% minimum local match. The project total cost is
$20,000, the City's contribution is $5,000. Funds have not yet been budgeted for
this project. Funding options will be presented before proceeding with the project,
if the City is awarded grant funds from the ECP 2014.
That the City Council adopt Resolution No. 6471 authorizing an application for
grant funds under the Environmental Cleanup Program -Tier 12014.
Sean P. CrUmby, P.E.
Director of Public Works
11 MUM IFTAI Iq I ITTII NW •
Prepared by: Cesar Rangel, Assistant Engineer
Attachments:
A. Resolution No. 6471
B. ECP - Tierl 2014 Grant Application
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RESOLUTION NUMBER 6471
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
AUTHORIZING AN APPLICATION FOR FUNDS FOR THE
ENVIRONMENTAL CLEANUP, TIER 1 GRANT PROGRAM
UNDER ORANGE COUNTY LOCAL TRANSPORTATION
ORDINANCE NO. 3 FOR THE FILTER INSERTS PROJECT
WHEREAS, Orange County Local Transportation Ordinance No. 3. dated July
24. 2006. and is known and cited as the Renewed Measure yWTransportation
Ordinance and |nmamtmond Plan makes funds available U7nzuQh the
Environmental Cleanup Program to help protect Orange County beaches and
waterways from transportation-generated pollution (urban runoff) and improve
overall water quality.
WHEREAS, the Environmental C|oanu0, Tier 1 Grant Program consists of
funding purchases and installation to catch basins with Best Management
Pnacticea, such as ooneene, h|ter$, inaedo, and other ''mtnamt-mco|e" low flpvv
diversion projects.
VVHEREAG. OCTA has established the procedures and ohheha for reviewing
proposals; and
VVHEREAS. City of Seal Beach possesses authority bn nominate water quality
improvement projects that have atnanspwdation pollution nexus to finance and
construct the proposed project; and
VVHEREAS, by formal action the City Council authorizes the nomination ofFilter
Inserts Installation Project, including all understanding and assurances contained
there|n, and authorizes the person identified as the official representative of the
City of Seal Beach to act in connection with the nomination and to provide such
additional information eo may berequired; and
WHEREAS, the City of Seal Beach will maintain and operate the equipment
acquired and installed; and
WHEREAS, the City uf Seal Beach will 0ime(}CTA's representatives access bo
and the right to examine all naoonds, books, papers or documents related to the
funded Tier 1 Grant Project; and
WHEREAS, the City of Seal Beach will cause work on the project to be
commenced within o reasonable time after receipt of notification from UCTA and
that the project will be carried to completion with reasonable diligence; and
WHEREAS, the City of Seal Beach will comply where applicable with provisions
of the California Environmental Quality AoL. the National Environmental Policy
Act. the American with Disabilities Act, and any other federal, sbmbe' and/or local
|avwy. rules and/or regulations;
WHEREAS, the City of Seal Beach must include all projects funded by Net
Revenues in the seven-year Capital Improvement Program as part of the
Renewed Measure [N Ordinance eligibility requirement.
WHEREAS, the City of Seal Beach authorizes a formal amendment tnthe seven-
year Capital Improvement Program to add projects approved for funding upon
approval from the Orange County Transportation Authority Board of Directors.
Resolution Number 6471
NOW, THEREFORE, THE SEAL BEACH CITY COUNCIL DOES HEREBY
RESOLVE:
Section 1. The City Council hereby authorizes the City Manager as the official
representative of the City of Seal Beach to accept funds for the
Environmental Cleanup Program - Tier 1 2014; and,
Section 2. The City Council agrees to fund its share of the project costs and
any additional costs over the identified programmed amount.
PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a
regular meeting held on the 9th day of June , 2014 by the following vote:
AYES: Council Members
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Mayor
ATTEST:
City Clerk
STATE OF CALIFORNIA }
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Linda Devine, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution Number 6471 on file in
the office of the City Clerk, passed, approved, and adopted by the Seal Beach
City Council at a regular meeting held on the 9th day of June 2014.
City Clerk
CITY OF SEAL BEACH
Environment Cleanup
Program Tier 12014
Grant Application
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Dan Phu
Orange County Transportation Authority
600 South Main Street
Orange, CA 92863 -1584
May 16, 2014
Dan Phu
Orange County Transportation Authority
600 South Main Street
Orange, CA 92868
RE: Environmental Cleanup Program Grant Application for the Filter Inserts in the City of
Seal Beach
Dear Mr. Phu,
Enclosed are three copies and one unbound original of the subject Environmental Cleanup
Program Grant Application for the Filter Inserts Project in the City of Seal Beach. Also, attached
is a CD with an electronic file of the Grant Application.
If you have any questions, please feel free to contact me at (562) 431 -2527 extension 1328.
icerely,
Cc, Rangel
Assistant Engineer
City of Seal Beach
Cc: David Spitz, P.E., Associate Engineer, City of Seal Beach
TABLE OF CONTENTS
Environmental Cleanup Program
Tier 12014
Grant Application
SECTIONS
PAGES
ECP Tier 1 Grant Application .................................................................... ............................1 -9
Detailed Project Estimate ........................................................................ .............................10
City Council Draft Resolution ..................................................................... ..........................11 -13
ATTACHMENTS
A. Organizational Chart ....................................................... .............................14
B. Project Location Map ,. ..................................................... .............................15
C. Watershed Map ............................................................... .............................16
D. Design/ Concept Drawings and Specifications .................. ..........................17 -26
E. Project Site Photos , ............................................................. ..........................27 -33
ORANGE COUNTY TRANSPORTATION AUTHORITY
M2 ENVIRONMENTAL CLEANUP PROGRAM
OCTA TIER 1 FUNDING APPLICATION
SECTION ONE: GENERAL PROJECT INFORMATION
Project Title 2014 ENVIRONMENTAL CLEANUP PROGRAM PROJECT
Lead Agency Information Funding Request Summary
Local Agency CITY OF SEAL BEACH Total ECP Funds Requested $
Project Manager DAVID SPITZ Total Local Match $
Address 211 EIGHTH STREET, SEAL BEACH CA 90740 Total Eligible Project Cost $
Phone (562) 431 -2527 EXT. 1331
Email DSPITZ @SEALBEACHCA.GOV
Joint Applicant Information
Local Agency
Project Manager
Address
Phone
Email
Local Agency
Project Manager
Address
Phone
Email
N/A
N/A
Schedule Information
Start Date
City Council Appoval
Design and Permitting (if applicable)
Award of Contract
Construction /Installation
Application Checklist
❑ Environmental Documentation (as applicable)
✓❑ Detailed Project Estimate
✓❑ Location Maps
✓❑ Project Site Photos
✓❑ Detailed Project Schedule
15,000.00
5,000.00
20,000.00
Project is part of a larger construction effort
Local Agency
Project Manager
Address
Phone
Email
Local Agency
Project Manager
Address
Phone
Email
6/23/14
7/7/14
11/10/14
2/10/15
N/A
N/A
Completion Date
6/23/14
7/31/14
11/10/14
3/31/15
❑
✓ Design /Concept Drawings
❑ Joint Applicant Support Documentation
❑
✓ City Council Resolution
❑
✓ City Staff Organization Chart
Page 1
M M2 ENVIRONMENTAL CLEANUP PROGRAM - TIER 1 FUNDING APPLICATION
SECTION ONE: GENERAL PROJECT INFORMATION (CONTINUED)
Project Description
Describe the project location and the Tier 1 type improvements proposed. If the project is included in an existing
Integrated Water Management Plan, please provide details on why it was included. *
This project is located along the California coastline, North Orange County Watershed Area in
the City of Seal Beach. The City is a residential beach community with a population of 26,010
encompassing 13.23 square miles. The Old Town portion of Seal Beach is known to attract over
2,000,000 visitors year -round for beach and pier, shopping and dining on Main Street, and events such
as the Seal Beach 5K /10K Marathon and the Annual Classic Car Show. As a result, these locations are
destinations for hundreds of tourists and residents at a time. An elementary school also contributes to
the high occupancy of students, teachers, and parents in the area. Since the streets are continuously
populated with people and vehicles, the potential for pollutants such as paper, plastic, dog litter, and
fluids from transportation are projected to exist. These pollutants become part of the urban runoff and
makes its way into the storm drain system. This matter poses a threat to marine life as well as the
health and well -being of residents and visitors of Seal Beach.
According to the California State Water Resources Control Board, trash has had a serious
impact on the beneficial uses of California's coastal shorelines. In their trash control draft policy, they
wrote that one of the primary transport mechanisms for trash into the waters of the state is the storm
drain system. Trash deposited throughout the watershed is transported during and after rain events
to water bodies via storm drains. Litter and trash that get caught in the storm drain system has a
significant impact on the watersheds. Not only does it heavily affect the residents and visitors, but it
can also be harmful to the habitat of aquatic life. It is probable for animals to become entangled in
plastic and choke on material floating around in the ocean. Therefore, it is important to make sure that
the storm drain systems effectively and efficiently screen pollution from entering the ocean and
prevent harm to both humans and aquatic life.
The City of Seal Beach currently has storm drain systems that consist of two - hundred and
seventeen (217) catch basins ranging from three (3) feet to twenty (20) feet in width, all within the
City's right -of -way. Currently, 95% of the City's catch basins have filtration systems known as DrainPacs
and Automatic Retractable Screens installed by United Storm Water Inc. The City of Seal Beach
therefore proposes a Filter Insert Installation (Project) to install approximately 50 DrainPacs at various
citywide catch basin locations. These locations that require installations are the ones in which the
inserts are missing. The installation of these devices will be performed by the United Storm Water, Inc.
The City believes that these catch basin inserts are effective BMP in capturing trash and debris, and
will significantly decrease the amount of pollutants emptying out into the ocean. The City has planned
for the installations of DrainPacs to occur between February and March of 2015. See Attachment 8
(Project Locations)
* Use additional pages as needed.
Page 2
M M2 ENVIRONMENTAL CLEANUP PROGRAM -
007A
TIER 1 FUNDING APPLICATION
SECTION TWO: DETAILED PROJECT INFORMATION AND SCORING
Describe the need for the selected BMP(s), including nexus to transportation pollutants, and detail the benefits to
water quality the BMP(s) will achieve. (up to 10 Points)
This filter installment project will serve the City of Seal Beach citywide at various locations where
DrainPacs are either missing or are in need of replacement. The proposed DrainPacs will be installed
on arterials, collectors, and local roads which are comprised of industrial, commercial, and residential
developments including food service establishments, retail stores, automotive repair facilities, a public
school, and parks. These locations have been identified as being high potential contributors of litter,
debris, and other pollutants that have the ability to enter and travel through the City's storm drain
system. All of these pollution causing agents can easily be prevented by installing DrainPacs. This type
of filtration contraption will help capture and treat urban runoff before entering the municipal storm
drain system. This is a simple and effective alternative to collect debris prior to reaching the ocean. The
reasons as to why DrainPacs have been selected are solely based on their simplicity to be installed,
easy maintenance, and effective means to improve water quality. These devices assist in securing trash
and debris efficiently through a filtration process that uses a mesh or metal strainer to prevent trash
from traveling to the storm drain . DrainPacs, which are installed internally at the base of the catch
basin, help create a system that filtrates debris and trash. Since these DrainPacs are installed inside,
any additional suspended solids or debris are caught through this net -like contraption. This device
works very well because the DrainPacs are meant to be self- sufficient and low on maintenance.
Therefore, the DrainPacs are highly dependable and are a great way to prevent trash from flowing into
the storm drains. Additionally, the City has had prior experience maintaining and cleaning these
devices with grant results.
Page 3
M M2 ENVIRONMENTAL CLEANUP PROGRAM -
007A
TIER 1 FUNDING APPLICATION
SECTION TWO: DETAILED PROJECT INFORMATION AND SCORING (CONTINUED)
2. Is this the lead agency's highest priority project? (15 points) YES
3. List the waterway(s) associated with this project, including applicable 303(d) listings. (2 points per 303(d) listing,
up to 12 points)
The filter installation project encompasses citywide installation of DrainPacs see Attachment B.
As shown in Attachment C, the City of Seal Beach has two local watersheds where flow is drained out
to. The Anaheim Bay drains a watershed of approximately 402 acres, covering one -third of the City's
drainage area. Several pollutants such as trash, floating litter, and nickel have been recurring problems
in the bay area. Anaheim Bay is on the 303(d)- listing as impaired for deldrin, nickel, polychlorinated
biphnyls, and toxicity. Installing new and replacing outdated catch basin inserts is proposed for this
area. The DrainPacs are capable of retaining and preventing a number of these pollutants from
entering the storm drain systems. The easterly two - thirds of the City falls within San Gabriel- Coyote
Creek, draining a watershed of approximately 165 miles, 85.5 square miles of which lie in North
Orange County, and the remainder in Los Angeles County. Although it's not listed as impaired per the
Region 8 (Santa Ana) 303d lists it is listed as impaired by the Los Angeles Regional Board. There has
been indication of many exceedances of copper, lead, and zinc. Again, the DrainPacs are tremendously
capable of retaining a quantity of these pollutants.
4. List the pollutant(s) that would be addressed by the proposed project and the source(s) generating those
pollutants. (2 points per pollutant, up to 16 points)
The City's major sources of storm water pollutants are as follows: suspended solids, vegetation,
oil, and litter. They are unsightly and repel visitors from the beach. Additionally, they are harmful to
the environment, not only destroying natural habitat but also affecting the aquatic life forms it comes
in contact with. Often times, animals become entangled in trash such as plastic six -pack rings. Others
accidentally consume trash such as plastic bags and choke on the materials that travel around via
storm drains. These pollutants are primarily generated from pedestrians, such as around schools and
fast -food businesses and careless disposal practices. Also arterial and collector streets of high traffic
volumes generate large amounts of brake dust and oil, which wash into catch basins.
Page 4
M M2 ENVIRONMENTAL CLEANUP PROGRAM -
007A
TIER 1 FUNDING APPLICATION
SECTION TWO: DETAILED PROJECT INFORMATION AND SCORING (CONTINUED)
5. How effectively will the proposed project deal with the more visible forms of pollutants, such as a litter and
debris? (up to 10 points)
The proposed project BMP, known as United Storm Water's DrainPacs, is a system that operates
in a way that treats urban runoff before reaching the City's storm drains. This BMP is extremely
effective and efficient because it is capable of retaining 97% suspended solids, which includes all forms
of visible pollutants such as trash and debris. These DrainPacs are specifically made to capture all
forms of solid pollutants through its filtration system. When runoff occurs, litter and debris are
immediately removed from the water and retained in the filter. Once this process occurs, the
pollutants are easily removed manually and are able to be reused again.
6. What other BMP types were considered for this project? Why was the proposed BMP chosen? (5 points)
Other BMP types that were considered for this project were: Purestream (Biofiltration tree box
systems) and CleanScreens (Automatic Retractable Screens). Both of these BMPs were utilized and
tested to compare the systems' way of filtering pollution leading to the storm drains. The proposed
BMP was chosen because of its efficiency in installation and maintenance. From experience, the City
found that DrainPacs were a lot more effective in collecting trash and debris compared to the
Biofiltration and CleanScreen systems.
Page 5
M M2 ENVIRONMENTAL CLEANUP PROGRAM -
007A
TIER 1 FUNDING APPLICATION
SECTION TWO: DETAILED PROJECT INFORMATION AND SCORING (CONTINUED)
7. Provide information on proposed BMP perfomance efficiency and /or effectiveness, including pollutant capture,
storage capacity, flow capacity, etc. (up to 6 points)
For the Project, the City of Seal Beach proposes to install new DrainPacs with the newest generation of technology from
United Storm Water, Inc. The DrainPacs prohibit most trash and debris from entering the municipal storm drain system without
affecting water flow conditions helping to prevent flooding. These multi -layer filtration devices are also installed in a manner
that does not interfere with lateral line water flow even if large debris is collected. During periods of increased or heavy water
flow, the DrainPac has a PVC mesh purposely intended for overflow /by -pass. DrainPacs are capable of retaining 97% of total
suspended solids and effectively prevent litter, debris, heavy metals, petroleum hydrocarbons and other material from entering
the City's storm drain system. Over the years, approximately 7 tons of debris /pollutants are removed annually from filters
currently installed in the City's catch basins. By adding inserts to the rest of the City's catch basins, the City can conceivably
remove an additional one to two more tons of more visible forms of pollutants annually that currently enters into our waterways
and ocean.
8. Project Readiness: following approval of funding, how long until the proposed BMP will be operational? (up to 6 points)
0 <4 Months (6 points) U4 - 8 months (4 points) 08-12 months (2 points) U >12 months (1 point)
Page 6
M M2 ENVIRONMENTAL CLEANUP PROGRAM -
007A
TIER 1 FUNDING APPLICATION
SECTION TWO: DETAILED PROJECT INFORMATION AND SCORING (CONTINUED)
9. What is the methodology for measuring pollutant reduction before and after the BMP is implemented? How
frequently will monitoring and performance assessment occur? (up to 10 points)
The City already has at least six years of records detailing the volume of trash, organic debris,
and particulates that have been removed. This includes catch basins with and without DrainPacs.
Quantification is conducted during each cleaning process accomplished by using a vacuum truck, which
then the solids are weighted (tons). The pre -and post- debris volumes are analyzed to determine the
total debris volume reduction.
10. Provide an operations and maintenance plan for the lifespan of the proposed project. Include schedule of
inspections, cleaning, removal and disposal of pollutants, repairs, etc. (up to 5 points)
After the Project has been completed, the City plans to resume with its regular street - sweeping,
inspection, and cleaning schedule. The street sweeping will remove any trash, organic debris, and /or
particulates that accumulate in the gutters in front of each catch basin. A routine of adding and
removing of the screens will occur annually in two phases: first in the Spring where the City Staff will
install catch basin screens on over 95% of the catch basins and second in the Fall, where the City Staff
will remove the screens to prevent flooding. Additionally, the current Santa Ana Regional Water
Quality Control Board requires catch basins to be cleaned once per year, however, City Staff inspects
and cleans all City catch basins twice a year.
Page 7
M M2 ENVIRONMENTAL CLEANUP PROGRAM -
007A
TIER 1 FUNDING APPLICATION
SECTION TWO: DETAILED PROJECT INFORMATION AND SCORING (CONTINUED)
11. Will the proposed project provide any benefits beyond water quality improvement (i.e., recreation, habitat,
drainage)? (up to 5 points)
Yes, implementing the proposed Project as described above will result in the following benefits beyond water quality
improvement:
• Gross pollutants will be significantly reduced through the installation of the catch basin DrainPacs. Currently, in unprotected
catch basins, silt, debris, plastic, trash, and other unsuitable material enter into the City's catch basins and flow into the Pacific
Ocean polluting coastal waters.
• The DrainPacs will immensely reduce the amount of heavy metals that are currently reaching ocean waters. These heavy
metals are the result of automotive usage and careless disposal practices.
If approved, this Project will have a positive impact on the residents and visitors to Seal Beach. Aquatic life and animal
habitats will also will also be protected and preserved through this Project by decreasing the pollutants that enter the ocean
and wash up on the shore. Improving the water quality will also have benefits to the local and regional economy by ensuring
that beaches are clean and ocean water is safe for both swimmers and beach - goers.
12. BONUS: how many different Tier 1 type BMP's are currently installed within the local agency's jurisdiction,
excluding BMP's funded by previous ECP grants. (1 point per BMP type, up to 5 points)
Yes, the City has installed 5 different Tier 1 type BMP's in the following locations: (1) installed at Seal Beach Boulevard &
Lampson Avenue (Biofiltration systems from "Katchall "), (4) installed at 5th Street and Electric Avenue (FloGard Perk Filter
from "Kristar ").
13. BONUS: are local matching funds in excess of the 25% minumum being proposed? If yes, at what percentage?
(.5 point for each 5% cash overmatch, up to 5 points) Note: overmatch bonus points can only be granted to
projects whose match is entirely cash, no in -kind services.
N/A
Page 8
M M2 ENVIRONMENTAL CLEANUP PROGRAM - TIER 1 FUNDING APPLICATION
4C7A
SECTION THREE: FUNDING
Project Budget Summary
Funding Request /Match Summary
Total capital costs
$ 20,000.00
Total ECP Funds Requested
$
15,000.00
Total services costs
$
Local Match (CASH)
$
5,000.00
Project administration
$
Local Match (In -kind)
$
Total eligible project costs*
$ 20,000.00
Total Local Match
$
5,000.00
Local Match %
% 25.00
"A detailed estimate must be included with the application
Total project
$
20,000.00
Match Sources
in -Kind Services: If in -kind services are being pledged as match, please provide details on how in -kind services
are calculated. Include the anticipated amount of in -kind services per year.
N/A
Other Grants: Non -M2 Competitive grants may be used as match. Any grants used as match must be dedicated
to the project for match credit to be received. Please list the name and amount of the grants being proposed as
match.
N/A
Page 9
CITY OF SEAL BEACH / ENGINEERING DIVISION
2014 ENVIRONMENTAL CLEANUP PROGRAM PROJECT
ENGINEERING ESTIMATE
Estimated Capital Costs
Item # Description
Unit
Quantity
Unit Price
Amount
1
Catch Basin Inserts (length 4' or less)
3.5 feet
25
$ 259.38
$
6,484.50
2
Catch Basin Inserts (length 6' - 10')
7 feet
15
$ 508.43
$
7,626.45
3
Catch Basin Inserts (length 10.1' - 16')
10 feet
5
$ 508.43
$
2,542.15
4
Catch Basin Inserts (length 10.1' - 16')
16 feet
5
$ 623.59
$
3,117.95
Subtotal:
1 $
19,771.05
Estimated Capital Costs
Item # Description
Unit
Quantity
Unit Price
Amount
Included within the Couty /United Storm Water Inc. Vendor Master Agreement
Subtotal: $
-
Other Costs
Item # Description
Unit
Quantity
Unit Price
Amount
Not Applicable
TOTAL PROJECT COST
Subtotal:
$
1 $
-
19,771.05
Page 10
RESOLUTION NUMBER
A RESOLUTION OF THE SEAL BEACH CITY COUNCIL
AUTHORIZING AN APPLICATION FOR FUNDS FOR THE
ENVIRONMENTAL CLEANUP, TIER 1 GRANT PROGRAM
UNDER ORANGE COUNTY LOCAL TRANSPORTATION
ORDINANCE NO. 3 FOR THE FILTER INSERTS PROJECT
WHEREAS, Orange County Local Transportation Ordinance No.3, dated July
24, 2006, and is known and cited as the Renewed Measure M Transportation
Ordinance and Investment Plan makes funds available through the
Environmental Cleanup Program to help protect Orange County beaches and
waterways from transportation- generated pollution (urban runoff) and improve
overall water quality.
WHEREAS, the Environmental Cleanup, Tier 1 Grant Program consists of
funding purchases and installation to catch basins with Best Management
Practices, such as screens, filters, inserts, and other "street- scale" low flow
diversion projects.
WHEREAS, OCTA has established the procedures and criteria for reviewing
proposals; and
WHEREAS, City of Seal Beach possesses authority to nominate water quality
improvement projects that have a transportation pollution nexus to finance and
construct the proposed project; and
WHEREAS, by formal action the City Council authorizes the nomination of Filter
Inserts Installation Project, including all understanding and assurances contained
therein, and authorizes the person identified as the official representative of the
City of Seal Beach to act in connection with the nomination and to provide such
additional information as may be required; and
WHEREAS, the City of Seal Beach will maintain and operate the equipment
acquired and installed; and
WHEREAS, the City of Seal Beach will give OCTA's representatives access to
and the right to examine all records, books, papers or documents related to the
funded Tier 1 Grant Project; and
WHEREAS, the City of Seal Beach will cause work on the project to be
commenced within a reasonable time after receipt of notification from OCTA and
that the project will be carried to completion with reasonable diligence; and
WHEREAS, the City of Seal Beach will comply where applicable with provisions
of the California Environmental Quality Act, the National Environmental Policy
Page 11
Act, the American with Disabilities Act, and any other federal, state, and /or local
laws, rules and /or regulations;
WHEREAS, the City of Seal Beach must include all projects funded by Net
Revenues in the seven -year Capital Improvement Program as part of the
Renewed Measure M Ordinance eligibility requirement.
WHEREAS, the City of Seal Beach authorizes a formal amendment to the seven -
year Capital Improvement Program to add projects approved for funding upon
approval from the Orange County Transportation Authority Board of Directors.
NOW, THEREFORE, THE SEAL BEACH CITY COUNCIL DOES HEREBY
RESOLVE:
Section 1. The City Council hereby authorizes the City Manager as the official
representative of the City of Seal Beach to accept funds for the
Environmental Cleanup, Tier 1 Grant Program for the 2014
Environmental Cleanup Program Project; and,
Section 2. The City Council agrees to fund its share of the project costs and
any additional costs over the identified programmed amount.
PASSED, APPROVED AND ADOPTED by the Seal Beach City Council at a
regular meeting held on the day of 2014 by the following vote:
AYES: Council Members
NOES: Council Members
ABSENT: Council Members
ABSTAIN: Council Members
Mayor
ATTEST:
City Clerk
STATE OF CALIFORNIA }
Page 12
COUNTY OF ORANGE } SS
CITY OF SEAL BEACH }
I, Linda Devine, City Clerk of the City of Seal Beach, do hereby certify that the
foregoing resolution is the original copy of Resolution Number on file in
the office of the City Clerk, passed, approved, and adopted by the City Council at
a regular meeting held on the day of , 2014.
City Clerk
Page 13
ATTACHMENT A
Organizational Chart
F SEA(Qr,1
PENN Works
s
a.
Organizational Chart
Field Services
Matt Printy
Field Services
Kenny Sabo
Field Services
Vince Utsler
Page 14
Public Works Department
Director of Public Works
Sean Crumby
Maintenance Operation Division
Maintenance Services
Manager
Luis Estevez
Associate Engineer
David Spitz
Streets /Sewer
NPDES Program
/Storm Drains
Coordinator
Supervisor
Darren Kelly
Assistant Engineer
Field Services
Cesar Rangel
Lee Gardner
Field Services
Matt Glover
Office Aide /GIS
Grant Tavasci
Field Services
Orlando Porter
Field Services
Engineering Intern
Tom Tobin
Charlynne Adones
Field Services
Matt Printy
Field Services
Kenny Sabo
Field Services
Vince Utsler
Page 14
ATTACHMENT B
Project Location Map
ATTACHMENT C
Watershed Map
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ATTACHMENT D
Design /Concept Drawings and
Specifications
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Page 18
NON -WOVEN POLYPROPYLENE FILTER
CLOTH
Technical Data
3.5 oz. Specifications
PROPERTY TEST Value
Weight
ASTM D 33761
3.5
(oz. /sq yd)
ASTM D 3376
3.3
Thickness (mils)
ASTM D 17772
50
Tensil (lbs.)
ASTM D 46322
95
Elongation ( %)
ASTM D 46322
50
Puncture (lbs.)
ASTM D 48332
55
Mullen Burst (psi)
ASTM D 3786
200
Trapezoidal Tear (lbs.)
ASTM D 45332
40
Permeability (cm/sec)
ASTM D 44912
0.25
Permittivity (sec,,)
ASTM D 44912
2.2
Flow Rate (gal /sq ft. /min)
ASTM D 44912
150
EOS (AOS — US std sieve)
ASTM D 47512
70
UV Resistance
ASTM D 43552
70
(% Strength retention hrs of
exposure — 150)
1 = Typical Value
2 = Minimum Average
Page 19
Woven Polypropylene Filter
STOP -RIP WEAVE
Technical Data
6.4 oz.
PROPERTY
TEST
UNITS
VALUE
RESULTS
Weight
ASTM D -3776
oz
Square Yard
6.4
Tensile Strength
ASTM D -1682
lbs
Warp
120
(grab method)
Fill
209
Elongation
ASTM D -3786
%
Warp
39
(grab method)
Fill
71
Burst Strength
ASTM D -3786
psi
N/A
341
Puncture Strength
ASTM D -3787
bs
N/A
95
(mod)
Trapezoid Tear
ASTM D -2261
lbs
Warp
57
Fill
82
Abrasion Resistance
ASTM D -4886
lbs
Warp
80
Fill
115
Shade
N/A
%
N/A
70
Page 20
NON -WOVEN POLYPROPYLENE FILTER
CLOTH
Technical Data
8 oz. Specifications
PROPERTY
TEST
Value
Weight
ASTM D 37761
8.0
(oz. /sq yd)
ASTM D 37762
9.2
Thickness (mils)
ASTM D 17772
85
Tensil (lbs.)
ASTM D 46322
215
Elongation ( %)
ASTM D 46322
50
Puncture (lbs.)
ASTM D 48332
115
Mullen Burst (psi)
ASTM D 37862
360
Trapezoidal Tear (lbs.)
ASTM D 45332
85
Permeability (cm/sec. —1)
ASTM D 44912
0.25
Permittivity (sec. —1)
ASTM D 44912
1.2
Flow Rate (gal/sq ft. /min)
ASTM D 44912
100
EOS (AOS — US std sieve)
ASTM D 47512
80
UV Resistance
ASTM D 43552
70
(% Strength retention hrs of
exposure — 150)
1 = Typical Value
2 = Minimum Average
Page 21
NON -WOVEN POLYPROPYLENE FILTER
CLOTH
Technical Data
12 oz. Specifications
PROPERTY
TEST
Value
Weight
ASTM D 3776'
12.0
(oz. /sq yd)
ASTM D 37762
11.0
Thickness (mils)
ASTM D 17772
120
Tensil (lbs.)
ASTM D 46322
325
Elongation ( %)
ASTM D 46322
50
Puncture (lbs.)
ASTM D 48332
170
Mullen Burst (psi)
ASTM D 3786
550
Trapezoidal Tear (lbs.)
ASTM D 45332
115
Permeability (cm/sec)
ASTM D 44912
0.25
Permittivity (sec. —1)
ASTM D 44912
0.8
Flow Rate (gal/sq ft. /min)
ASTM D 44912
80
EOS (AOS — US std sieve)
ASTM D 47512
100
UV Resistance
ASTM D 43552
70
( %) Strength retention hrs of
exposure — 150)
1 = Typical Value
2 = Minimum Average
Page 22
NON -WOVEN POLYPROPYLENE FILTER
CLOTH
Technical Data
16 oz. Specifications
PROPERTY
TEST
Value
Weight
ASTM D 3776'
16.0
(oz. /sq yd)
ASTM D 37762
15.0
Thickness (mils)
ASTM D 17772
150
Tensil (lbs.)
ASTM D 46322
425
Elongation ( %)
ASTM D 46322
50
Puncture (lbs.)
ASTM D 48332
250
Mullen Burst (psi)
ASTM D 37862
750
Trapezoidal Tear (lbs.)
ASTM D 45332
165
Permeability (cm/sec)
ASTM D 44912
0.25
Permittivity (sec. —1)
ASTM D 44912
0.6
Flow Rate (gal/sq ft. /min)
ASTM D 44912
45
EOS (AOS — US std sieve)
ASTM D 47512
120
UV Resistance
ASTM D 43552
70
(% Strength retention hrs of
exposure — 150)
1 = Typical
2 = Minimum Average
Page 23
PVC MESH
Construction: 11 x 11 ends /inch
Coating:
Core Yarn:
Fabric Wei!ht:
Tensil Strength:
Grab Method
Tear Strength
Tongue Method (12 ")
Mullen Burst Strength
Caliper:
(Fabric thickness)
Opening Size
Fire Retardancy:
Cold Crack:
Flexible PVC
1000 denier Polyester
ASTM D -3776 10 oz. /sq. yd.
ASTM D -5034 Warp. 211 lbs. /inch
Fill 247 lbs. /inch
ASTM D -2261 87 lbs. Wrap and fill
ASTM D -3786 357 lbs. /sq. inch
30 mils
ASTM E -11 -61 5 mm
As required, Mill run fabric is self -
extinguishing horizontal burning mod.
Increased fire retardancy can be supplied
upon special order to meet specified tests.
No cracking after 24 hours @ -40F, 2"
mandrel
Page 24
WOVEN POLYPROPYLENE FILTER
SUPER MESH
Technical Data
PROPERTY TEST RESULTS
Thickness
ASTM D -1777
28 mil
Construction
N/A
Warp: 44
Fill: 30
Selvage
N/A
Woven
Weave
N/A
2/1 Twill
Finish
N/A
Tentered & Calendered
Weight
N/A
5.4 oz /sq. yd.
Abrasion/
ASTM D -1175 mdf
Warp: 110 lbs.
Resistance
Fill: 90 lbs.
Tensile Strength
ASTM D -1682
Warp: 355 lbs.
(grab method)
Fill: 270 lbs.
Tear Strength
ASTM D -2263
Warp: 135 lbs.
(trapezoid method)
Fill: 105 lbs.
Burst Strength
ASTM D -751
510 /lbs. /sq. in.
Puncture Strength
ASTM D -751
110 lbs
Air Flow
N/A
>700 cfm
Flow Rate (gal/min/ft. 2)
N/A
145
Page 25
Maintenance of Drain Pac Storm Drain Filter Inserts
United Storm Water, Inc. provides a complete full service storm water management company. United
fabricates and installs Drain Pac storm drain filter inserts. United also inspects, maintains, properly
transports and disposes the material collected from the Drain Pac. All inspections and cleanings are
documented in the annual report to the customer.
United provides all safety equipment, material, and training required for the inspection and removal of storm
water sediment and debris from the Drain Pac liners.
Inspection during the cleaning process: The waste material inside the Drain Pac should be visually
inspected prior to cleaning for any obvious contamination from illegal dumping. The waste material
in the Drain Pac should be classified for example; green waste, sediment, trash & litter or other. All
inspections and cleaning should be recorded and documented. A sample of the storm drain waste
should be analyzed for Heavy Metals and Hydrocarbons for proper classification and disposal. If
the storm drain waste is classified as hazardous, the analysis should be repeated for all disposals
until the classification is changed to non - hazardous. Drain Pac filters should be inspected and
replaced if there are any holes, rips or petroleum hydrocarbon build -up. Minimum requirement for
inspection of the unit is on a quarterly basis during the dry season (June through September) and
on a monthly basis during the wet season (October through May). According to the State of
California Water Resources Control Board, storm water discharge visual observations are required
for at least one storm event per month during the wet season. The visual observation must be
conducted during the first hour of discharge at all discharge locations.
■ Equipment Required for Cleaning: Drain Pac should be cleaned by vacuum. The cleaning
schedule will vary on the overall good housekeeping and other best management practices applied
to the site. On average, the Drain Pac will require cleaning on a quarterly basis. United strongly
recommends cleaning the unit prior to the wet season and after the first storm event with %" of rain.
■ Vacuum cleaning requires that the curb inlet can be cleaned in place with use of an industrial
vacuum truck /trailer capable of pulling 850 cubic feet of air per minute. The waste material can
then be dumped into a container for analysis and disposal. If the storm drain is a drop inlet, the
Drain Pac can be cleaned in place. Confined space procedures must be followed at all times.
Transportation and Disposal: If the storm drain waste is classified as hazardous, the waste is
treated as any other hazardous waste. The waste must be stored in a sealed container and
approved for proper storage, transportation and disposal. The waste must be properly labeled with
a proper DOT shipping name and can only be accumulated for 90 days onsite in most cases.
Licensed hazardous waste transporters must transport the waste for disposal at an approved
disposal site. If the storm drain waste is non - hazardous, the waste can be placed in normal trash
for a class III landfill.
Page 26
ATTACHMENT E
Project Site Photos
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