HomeMy WebLinkAboutPacific Gateway Plaza ISMND Appendices
Appendix A
Air Quality Modeling Data
Parenthetical URBEMIS2002 Assumptions
For: Pacific Gateway Plaza
Date: August 3, 2005
LAND USES
8.325
3.148
110
7.8
High turnover restaurant
Fast food wI drive-thru
Hotel
Strip Mall
130.34
496.12
5.6
40
1,000 s.f.
1 ,000 s.f.
Rooms
1 J 000 s.f.
CONSTRUCTION SOURCES
Overall Construction Settings:
Construction Start Year
November 2005
NA
November 2005
December 2005
9
NA
1
8
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December 2005
Ma 2006
Jul 2006
5.5
2
0.5
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Off
On
On
Phase 1 · Demolition:
Demolition and On Road Emissions Settinas
None
Phase 2 · Site Grading:
Maximum Dailv Acreaae Disturbed
Total Acres - 4.5
Total Disturbed - 4.5
FUQitive Dust:
(URBEMIS2002 default all phases)
Soil Haulina
(URBEMIS2002 default all phases)
EQuioment Exhaust:
1 Concrete/Industrial Saw
1 Grader
1 Other Equipment
1 Tractor/Loader/Backhoe
8 hour operation
8 hour operation
8 hour operation
8 hour operation
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Phase 3 - Building Equipment:
EQuioment Exhaust:
1 Crane
1 Crawler Tractor
1 Off Highway Trucks
1 Other Equipment
8 hour operation
8 hour operation
8 hour operation
8 hour operation
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Phase 3 - Architectural Coatings:
(URBEMIS2002 default all phases)
Phase 3 - Asphalt
Asphalt Pavina Emissions
EQuioment Exhaust
1 Pavers
1 Paving Equipment
1 Surfacing Equipment
1 Rollers
8 hour operation
8 hour operation
8 hour operation
8 hour operation
(URBEMIS2002 default all phases)
(,
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Phase 3 - Worker Commute
Construction Mitigation:
Refer to URBEMIS2002 file output.
AREA SOURCES
Natural Gas Fuel Combustion:
(URBEMIS2002 default)
Wood Stoves Fuel Combustion:
On
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Fireplaces:
On
Landscape Maintenance Equipment:
Consumer Products:
(URBEMIS2002 default)
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Area Source Mitigation:
Refer to URBEMIS2002 file output.
OPERATIONAL SOURCES
Vehicle Fleet %:
(URBEMIS2002 default all phases)
Year:
Trip Characteristics:
(URBEMIS2002 Default all phases)
Temperature Data: (All phases)
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60 to 75 degrees Fahrenheit
Variable Starts:
(URBEMIS2002 default all phases)
Road Dust: (All phases)
Paved - 100%
Unpaved - 0%
Pass By Trips:
On
Double-Counting:
On
Operational Mitigation Measures:
Refer to URBEMIS 2002 file output.
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URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\OOOOOlOO\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\Pacific Gateway Plaza.urb
Project Name: Pacific Gateway Plaza - Seal Beach
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
SUMMARY REPORT
(Pounds/Day - Summer)
CONSTRUCTION EMISSION ESTIMATES
PM10 PM10 PM10
*** 2005 *** ROG NOx CO 802 TOTAL EXHAUST DUST
TOTALS (lba/day, unmitigated) 8.72 61.50 68.74 0.00 2.80 2.77 0.03
TOTALS (lba/day, mitigated) 1.01 36.93 8.45 0.00 0.11 0.08 0.03
PM10 PM10 PM10
*** 2006 *** ROG NOx CO S02 TOTAL EXHAUST DUST
TOTALS (lba/day, unmitigated) 71.31 59.68 71.05 0.05 2.65 2.59 0.06 t
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TOTALS (lba/day, mitigated) 63.60 35.86 9.91 0.05 0.14 0.08 0.06 I
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AREA SOURCE EMISSION ESTIMATES I
ROG NOx CO 802 PM10
TOTALS (lbs/day, unmitigated) 0.31 0.74 2.21 0.00 0.01
TOTALS (lba/day, mitigated) 0.31 0.74 2.18 0.00 0.01 I
OPERATIONAL (VEHICLE) EMISSION ESTIMATES II
ROG NOx CO 802 PM10
TOTALS (lbs/day, unmitigated) 19.42 23.88 191.89 0.17 17.16
TOTALS (lba/day, mitigated) 19.42 23.88 191.89 0.1.7 17.16
SUM OF AREA AND OPERATIONAL EMISSION ESTIMATES
ROG NOx CO 502 PMIO
TOTALS (lbsjday,unmitigated) 19.73 24.62 194.10 0.17 17.17
TOTALS (lbs/day, mitigated) 19.73 24.62 194.07 0.17 17.17
Page: 2
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\OOOOOlOO\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\pacific Gateway Plaza.urb
Project Name: Pacific Gateway Plaza - Seal Beach
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
SUMMARY REPORT
(Pounds/Day - Winter)
CONSTRUCTION EMISSION ESTIMATES
PM10 PM10 PM10
*** 2005 *** ROG NOx CO S02 TOTAL EXHAUST DUST
TOTALS (lbs/day,unmitigated) 8.72 61.50 68.74 0.00 2.80 2.77 0.03-
TOTALS (lbs/day, mitigated) 1.01 36.93 8.45 0.00 0.11 0.08 0.03
PM10 PM10 PM10
*** 2006 *** ROG NOx CO 802 TOTAL EXHAUST DUST
TOTALS (lbs/day,unmitigated) 71.31 59.68 71.05 0.05 2.65 2.59 0.06
TOTALS (lba/day, mitigated) 63.60 35.86 9.91 0.05 0.14 0.08 0.06
AREA SOURCE EMISSION ESTIMATES
ROG NOx CO 802 PM10
TOTALS (lbs/day,unmitigated) 0.05 0.72 0.29 0.00 0.00
TOTALS (lbs/day, mitigated) 0.05 0.72 0.25 0.00 0.00
OPERATIONAL (VEHICLE) EMISSION ESTIMATES
ROG NOx CO 802 PM10
TOTALS elbs/day,unmitigated) 22.43 27.71 212.21 0.17 17.16
TOTALS (lbs/day, mitigated) 22.43 27.71 212.21 0.17 17.16
SUM OF AREA AND OPERATIONAL EMISSION ESTIMATES
ROG NOx CO S02 PM10
TOTALS (lbs/day,unmitigated) 22.48 28.43 212.50 0.17 17.16
TOTALS (lbs/day, mitigated) 22.48 28.43 212.47 0.17 17.16
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URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\00000100\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\pacific Gateway Plaza.urb
Project Name: Pacific Gateway Plaza - Seal Beach
project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
SUMMARY REPORT
(Tons/Year)
CONSTRUCTION EMISSION ESTIMATES
*** 2005 ***
TOTALS (tpy, unmitigated)
TOTALS (tpy, mitigated)
*** 2006 ***
TOTALS (tpy, unmitigated)
TOTALS (tpy, mitigated)
AREA SOURCE EMISSION ESTIMATES
TOTALS {tpy, unmitigated}
TOTALS (tpy, mitigated)
PM10 PM10 PM10
ROG NOx CO 802 TOTAL EXHAUST DUST
0.15 1..15 1.23 0.00 0.05 0.05 0.00
0.02 0.69 0.16 0.00 0.00 0.00 0.00
PM10 PM10 PM10
ROG NOx CO 802 TOTAL EXHAUST DUST
1.83 3.28 3.79 0.00 0.14 0.14 0.00
1.42 1.96 0.50 0.00 0.00 0.00 0.00
ROG
0.03
0.01
PM10
0.00
0.00
NOx
0.13
0.13
CO
0.23
0.22
802
0.00
0.00
TOTALS (tpy, unmitigated)
TOTALS (tpy, mitigated)
OPERATIONAL (VEHICLE) EMISSION ESTIMATES
ROG
3.73
3.73
802
0.03
0.03
NOx
4.59
4.59
PM10
3.13
3.13
CO
36.26
36.26
TOTALS (tpy, unmitigated)
TOTALS (tpy, mitigated)
SUM OF AREA AND OPERATIONAL EMISSION ESTIMATES
ROG NOx
3.76 4.72
3.74 4.72
802
0.03
0.03
CO
36.48
36.48
PM10
3.13
3.13
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URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\OOOOOlOO\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\pacific Gateway Plaza.urb
Project Name: Pacific Gateway Plaza - Seal Beach
proj ect Location: South Coast Air Basin (Los Angeles a:r'ea)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
DETAIL REPORT
(Pounds/Day - Winter)
Construction Start Month and Year: November, 2005
Construction Duration: 9
Total Land Use Area to be Developed: 4.5 acres
Maximum Acreage Disturbed Per Day: 0 acres
Single Family Units: 0 Multi-Family Units: 0
RetailjOffice/lnstitutional/lndustrial Square Footage: 74273
CONSTRUCTION EMISSION ESTIMATES UNMITIGATED (lbs/day)
Source
*** 2005***
Phase 1 - Demolition Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Maximum lbs/day
Phase 2 - Site Grading Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Maximum lbs/day
Phase 3 - Building Construction
Bldg Const Off-Road Diesel
Bldg Const Worker Trips
Arch Coatings Off-Gas
Arch Coatings Worker Trips
Asphalt Off-Gas
Asphalt Off-Road Diesel
Asphalt On-Road Diesel
Asphalt Worker Trips
Maximum lbs/day
Max Ibs/day all phases
*** 2006***
Phase 1 - Demolition Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Maximum lbs/day
Phase 2 - Site Grading Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Maximum Ibs/day
Phase 3 - Building Construction
Bldg Const Off-Road Diesel
Bldg Canst Worker Trips
Arch Coatings Off-Gas
Arch Coatings Worker Trips
Asphalt Off-Gas
Asphalt Off-Road Diesel
Asphalt On-Road Diesel
Asphalt Worker Trips
Maximum lbs/day
Max Ibs/day all phases
RaG
0.00
0.00
0.00
0.00
5.57
0.00
0.06
5.63
8.56
0.16
0.00
0.00
0.00
0.00
0.00
0.00
8.72
8.72
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
8.56
0.15
62.46
0.14
0.7~
7.05
0.16
0.03
71.31
71.31
NOx
0.00
0.00
0.00
0.00
43.03
0.00
0.14
43.17
61.42
0.08
0.00
0.00
0.00
0.00
61.50
61.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
59.55
0.08
0.07
52.07
2.87
0.01
59.68
59.68
co
0.00
0.00
0.00
0.00
41.04
0.00
1.50
42.54
66.99
1.75
0.00
0.00
0.00
0.00
68.74
68.74
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
67.94
1.67
1.56
53.25
0.60
0.33
71.05
71.05
S02
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
0.00
0.00
0.00
0.00
0.05
0.00
0.05
0.05
PM10
TOTAL
0.00
0.00
0.00
0.00
0.00
0.00
1.98
0.00
0.01
1.99
2.77
0.03
0.00
0.00
0.00
0.00
2.80
2.80
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.59
0.03
0.03
2.27
0.07
O.O~
2.65
2.65
PM10
EXHAUST
0.00
0.00
0.00
0.00
1.98
0.00
0.00
1.98
2.77
0.00
0.00
0.00
0.00
0.00
2.77
2.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.59
0.00
0.00
2.27
0.07
0.00
2.59
2.59
PM10
DUST
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.01
0.01
0.00
0.03
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0.00
0.00
0.00
0.00
0.03
0.03
0.00
0.00
0.00
0.00
0.00
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0.00
0.00
0.00
0.00
0.00
0.00
0.03
0.03
0.00
0.00
0.01
0.06
0.06
Page: 5
Phase 1 - Demolition Assumptions: Phase Turned OFF
Phase 2 - Site Grading Assumptions
Start Month/Year for Phase 2: Nov 'OS
Phase 2 Duration: 1 months
On-Road Truck Travel (VMT): 0
Off-Road Equipment
No. Type
1 Concrete/Industrial saws
1 Graders
1 Other Equipment
1 Tractor/Loaders/Backhoes
Horsepower
84
174
190
79
Load Factor
0.730
0.575
0.620
0.465
Phase 3 - Building Construction Assumptions
Start Month/Year for Phase 3: Dec 'OS
Phase 3 Duration: 8 months
Start Month/Year for SubPhase Building: Dee '05
SubPhase Building Duration: 5.5 months
Off-Road Equipment
No. Type Horsepower Load Factor
1 Cranes 190 0.430
1 Crawler Tractors 143 0.575
1 Off Highway Trucks 417 0.490
1 Other Equipment 190 0.620
Start Month/Year for SubPhase Architectural Coatings: May '06
SubPhase Architectural Coatings Duration: 2 months
Start Month/Year for SubPhase Asphalt: Jul '06
SubPhase Asphalt Duration: 0.5 months
Acres to be Paved: 3
Off-Road Equipment
No. Type
1 Pavers
1 Paving Equipment
1 Rollers
1 Surfacing Equipment
Horsepower
132
111
114
437
Load Factor
0.590
0.530
0.430
0.490
Hours/Day
8.0
8.0
8.0
8.0
Hours/nay
8.0
8.0
8.0
8.0
Hours/nay
8.0
8.0
8.0
8.0
Page: 6
AREA SOURCE EMISSION ESTIMATES (winter Pounds per Day, Unmitigated)
Source ROG NOx CO 802 PM10
Natural Gas 0.05 0.72 0.29 0.00
Wood Stoves 0.00 0.00 0.00 0.00 0.00
Fireplaces 0.00 0.00 0.00 0.00 0.00
Landscaping - No winter emissions
Consumer Prdcts 0.00
TOTALS (lbs/day,unmitigated) 0.05 0.72 0.29 0.00 0.00
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UNMITIGATED OPERATIONAL EMISSIONS
ROG NOx CO S02 PM10
High turnover (sit -down) 6.26 6.64 53.60 0.04 3.82
Fast food rest. wi drive 9.94 12.99 98.13 0.08 8.19
Hotel 4.31 5.72 42.34 0.04 3.69
Strip mall 1.91 2.37 18.15 0.01 1.46
TOTAL EMISSIONS (lbs/day) 22.43 27.71 212.21 0.17 17.16
Includes correction for passby trips.
Includes a double counting reduction for internal trips.
OPERATIONAL (Vehicle) EMISSION ESTIMATES
Analysis Year: 2006 Temperature (F): 60
EMFAC Version: EMFAC2002 (9/2002)
Season: Winter
Summary of Land Uses:
Unit Type Trip Rate Size Total Trips
High turnover (sit-down) 130.34 trips / 1000 sq. ft. 8.33 1,085.08
.Fast food rest. wi drive 496.~2 trips / 1000 sq. ft 3.15 1,561.79
Hotel 5.60 trips / rooms 110.00 616.00
Strip mall 40.00 trips / 1000 sq. ft. 7.80 312.00
Vehicle Assumptions:
Fleet Mix:
Vehicle Type
Light Auto
Light Truck
Light Truck
Med Truck
Lite-Heavy
Lite-Heavy
Med-Heavy
Heavy-Heavy
Line Haul >
Urban Bus
Motorcycle
School Bus
Motor Home
< 3,750 lbs
3,751- 5,750
5,751- 8,500
8,501-10,000
10,001-14,000
14,001-33,000
33,001-60,000
60,000 lbs
Percent Type
55.60
15.10
15.90
7.00
1.10
0.30
1.00
0.90
0.00
0.10
1.70
0.10
1.20
Travel Conditions
Home-
Work
Urban Trip Length (miles) 11.5
'Rural Trip Length (miles) 11.5
Trip Speeds (mph) 35.0
% of Trips - Residential 20.0
Residential
Home-
Shop
4.9
4.9
40.0
37.0
% of Trips - Commercial (by land use)
High turnover (sit-down) rest.
Fast food rest. wi drive thru
Hotel
Strip mall
Non-Catalyst
2.20
4.00
1.90
1.40
0.00
0.00
10.00
0.00
0.00
0.00
82.40
0.00
0.00
Home-
Other
6.0
6.0
40.0
43.0
Catalyst
97.30
93.40
96.90
95.70
81.80
66.70
20.00
11.10
0.00
0.00
17.60
0.00
91.70
Commercial
Diesel
0.50
2.60
1.20
2.90
18.20
3.3.30
70.00
88.90
100.00
100.00
0.00
100.00
8.30
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Commute
10.3
10.3
40.0
Non-Work CUstomer
5.5 S.S
5.5 5.5
40.0 40.0
5.0
5.0
5.0
2.0
2.5
2.5
2.5
1.0
92.5
92.5
92.5
97.0
Page: 8
Changes made to the default values for Land Use Trip Percentages
Changes made to the default values for Construction
The user has overridden the Default Phase Lengths
Phase 2 mitigation measure Soil Disturbance: Apply soil stabilizers to inactive areas
has been changed from off to on.
Phase 2 mitigation measure Soil Disturbance: Replace ground cover in disturbed areas quickly
has been changed from off to on.
Phase 2 mitigation measure soil Disturbance: Water exposed surface~ - 2x daily
has been changed from off to on.
Phase 2 mitigation measure Off-Road Di.esel Exhaust: Use diesel particulate filter
has been changed from off to on.
Phase 2 mitigation measure Off-Road Diesel Exhaust: Use cooled exhaust gas recirculation (EGR)
has been changed from off to on.
Phase 2 mitigation measure On-Road Diesel Exhaust: Use diesel particulate filter
has been changed from off to on.
Phase 2 mitigation measure On-Road Diesel Exhaust: Use cooled exhaust gas recirculation(EGR)
has been changed from off to on.
phase 2 mitigation measure Stockpiles: Cover all stock piles with tarps
has been changed from off to on.
Phase 2 mitigation measure Unpaved Roads: Water all haul roads 2x daily
has been changed from off to on.
Phase 2 mitigation measure Unpaved Roads: Reduce speed on unpaved roads to < 15 mph
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure On-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure On-Road Diesel Exhaust: Use
has been changed from off to on.
diesel particulate filter
cooled exhaust gas recirculation (EGR)
diesel particulate filter
cooled exhaust gas recirculation (EGR)
diesel particulate filter
cooled exhaust gas recirculation (EGR)
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Changes made to the default values for Area
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The wood stove option switch changed from on to off.
The fireplcase option switch changed from on to off.
The area souce mitigation measure option switch changed from off to on.
The landscape year changed from 2004 to 2006.
Mitigation measure Central Water Heater: Cmrcl Space Heat.
has been changed from off to on.
Mitigation measure orient Buildings North/South: Cmral Space Heat.
has been changed from off to on.
Changes made to the default values for Operations
The pass by trips option switch changed from off to on.
The operational emission year changed from 2004 to 2006.
The operational winter temperature changed from 50 to 60.
The operational summer temperature changed from 90 to 75.
The operational summer selection item changed from 8 to s.
The travel mode environment settings changed from both to: non-residential
Mitigation measure Mixed Use Project (Commercial Oriented) :1
has been changed from off to on.
Mitigation measure Provide wide Sidewalks and Onsite pedestrian Facilities:l
has been changed from off to on.
Mitigation measure Provide Street Lighting:O.S
has been changed from off to on.
Mitigation measure project Provides Shade Trees to Shade Sidewalks:O.S
has been changed from off to on.
Mitigation measure Provide Pedestrian Safety Designs/Infrastructure at Crossings:O.S
has been changed from off to on.
Mitigation measure Articulated Storefront(s) Display Windows with Visual Interest:0.25
has been changed from off to on.
Mitigation measure No Long Uninterrupted Walls Along Pedestrian Walkways:0.25
has been changed from off to on.
Mitigation measure Provide Securre Bicycle Parking:l
has been changed from off to on.
Mitigation measure Minor Services Provided:l
has been changed from off to on.
Mitigation measuremitopS: Park and Ride Lots
has been changed from on to off.
Page: 10
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\00000100\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\pacific Gateway Plaza.urb
project Name: Pacific Gateway Plaza - Seal Beach
project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
DETAIL REPORT
(Pounds/Day - Summer)
construction Start Month and Year: November, 2005
Construction Duration: 9
Total Land Use Area to be Developed: 4.5 acres
Maximum Acreage Disturbed Per Day: 0 acres
Single Family Units: 0 Multi-Family Units: 0
Retail/Office/lnstitutional/lndustrial Square Footage: 74273
CONSTRUCTION EMISSION ESTIMATES UNMITIGATED (lbs/day)
Source RaG
*** 20-05-***- ----~~-~~-~------~
Phase 1 - Demolition Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Maximum Ibs/day
0.00
0.00
0.00
0.00
Phase 2 - Site Grading Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Maximum lbs/day
5.57
0.00
0.06
5.63
Phase 3 - Building Construction
Bldg Const Off-.Road Diesel
Bldg Const Worker Trips
Arch Coatings Off-Gas
Arch Coatings Worker Trips
Asphalt Off-Gas
Asphalt Off-Road Diesel
Asphalt On-Road Diesel
Asphalt Worker Trips
Maximum Ibs/day
8.56
0.16
0.00
0.00
0.00
0.00
0.00
0.00
8.72
Max Ibs/day all phases
8.72
NOx
0.00
0.00
0.00
0.00
43.03
0.00
0.14
43.17
61.42
0.08
0.00
0.00
0.00
0.00
61.50
61.50
co
802
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PM10
TOTAL
PM10
EXHAUST
PM10
DUST
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41.04
0.00
1.50
42.54
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
1.98 1.98
0.00 0.00
0.01 0.00
1.99 1.98
2.77 2.77
0.03 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
2.80 2.77
2.80 2.77
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.0l.
0.01
0.00
0.03
r
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~
66.99
1.75
0.00
0.00
0.00
0.00
0.00
0.03
0.03
*** 2006***
Phase 1 - Demolition Emissions
Fugitive Dust 0.00 0.00
Off-Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00
On-Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Worker Trips 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Maximum lbs/day 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Phase 2 - Site Grading Emissions
Fugitive Dust 0.00 0.00
Off-Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00
On-Road Diesel 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Worker' Trips 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Maximum Ibs/day 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Phase 3 - Building Construction
Bldg Const Off-Road Diesel 8.56 59.55 67.94 2.59 2.59 0..00
Bldg Const Worker Trips 0.15 0.08 1..67 0.00 0.03 0.00 0.03
Arch Coatings Off-Gas 62.46
Arch Coatings Worker Trips 0.14 0.07 1.56 0.00 0.03 0.00 0.03
Asphalt Off-Gas 0.71
Asphalt Off-Road Diesel 7.05 52.07 53.25 2.27 2.27 0.00
Asphalt On-Road Diesel 0.16 2.87 0.60 0..05 0.07 0.07 0.00
Asphalt Worker Trips 0.03 0.01 0.33 0.00 0.0l. 0.00 0.01
Maximum lbs/day 71.31 59.68 71.05 0.05 2.65 2.59 0.06
Max lbs/day all phases 71.31 59.68 71.05 0.05 2.65 2.59 0.06
0.00
0.00
0.00
0.00
0.00
68.74
0.00
0.00
0.00
68.74
0.00
Page: 11
Phase 1 - Demolition Assumpti.ons: Phase Turned OFF
Phase 2 - Site Grading Assumptions
Start Month/Year for Phase 2: Nov 'OS
Phase 2 Duration: 1 months
On-Road Truck Travel (VMT): 0
Off-Road Equipment
No . Type
1 Concrete/Industrial saws
1 Graders
1 Other Equipment
1 Tractor/Loaders/Backhoes
Horsepower
84
174
190
79
Load Factor
0.730
0.575
0.620
0.465
Phase 3 - Building Construction Assumptions
Start Month/Year for Phase 3: Dec '05
Phase 3 Duration: 8 months
Start Month/Year for SubPhase Building: Dee 'OS
SubPhase Building Duration: 5.5 months
Off-Road Equipment
No. Type Horsepower Load Factor
1 Cranes 190 0.430
1 Crawler Tractors 143 0.575
1 Off Highway Trucks 417 0.490
1 Other Equipment 190 0.620
Start Month/Year for SubPhase Architectural Coatings: May '06
SubPhase Architectural Coati.ngs Duration: 2 months
Start Month/Year for SubPhase Asphalt: Jul '06
SubPhase Asphalt Duration: 0.5 months
Acres to be Paved: 3
Off-Road Equipment
No. Type
1 Pavers
1 paving Equipment
1 Rollers
1 Surfacing Equipment
Horsepower
132
111
114
437
Load Factor
0.590
0.530
0.430
0.490
Hours/Day
8.0
8.0
8..0
8..0
Hours/Day
8.0
8.0
8.0
8.0
Hours/Day
8.0
8.0
8.0
8.0
f
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Page: 12
AREA SOURCE EMISSION ESTIMATES { Summer Pounds per Day, Unmitigated}
Source ROG NOx CO S02 PM10
Natural Gas 0.05 0.72 0.29 0.00
Wood Stoves - No summer emissions
Fireplaces - No summer emissions
Landscaping 0.26 0.02 1.93 0.00 0.00
Consumer Prdcts 0.00
TOTALS (lbs/day,unmitigated) 0.31 0.74 2.21 0.00 0.01
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Page: 13
UNMITIGATED OPERATIONAL EMISSIONS
ROG NOx CO S02 PMIO
High turnover (sit-down) 5.17 5.73 47.52 0.04 3.82
Fast food rest. wi drive 8.27 11.18 89.21 0.08 8.19
Hotel 4.34 4.92 38.79 0.04 3.69
Strip mall 1.63 2.04 16.36 0.01 1.46
TOTAL EMISSIONS (lbs/day) 19.42 23.88 191.89 0.17 17.16
Includes correction for passby trips.
Includes a double counting reduction for internal trips.
OPERATIONAL (Vehicle) EMISSION ESTIMATES
Analysis Year: 2006 Temperature (F): 75
EMFAC Version: EMFAC2002 (9/2002)
Season: Summer
Summary of Land Uses:
Unit Type Trip Rate Size Total Trips
High turnover (sit-down) 130.34 trips I 1000 sq. ft. 8.33 1,085.08
Fast food rest. wi d::C'ive 496.12 trips I 1000 sq. ft 3.15 1,561.79
Hotel 5.60 trips I rooms 110.00 616.00
Strip mall 40.00 trips I 1000 sq. ft. 7.80 312.00
Vehicle Assumptions:
Fleet Mix:
Vehicle Type
Light Auto
Light Truck
Light Truck
Med Truck
Lite-Heavy
Lite-Heavy
Med-Heavy
Heavy-Heavy
Line Haul >
Urban Bus
Motorcycle
School Bus
Motor Home
< 3,750 lbs
3,751- 5,750
5,751- 8,500
8,501-10,000
10,001-1.4,000
14,001-33,000
33,001-60,000
60,000 lbs
Percent Type
55.60
15.10
15.90
7.00
1.10
0.30
1.00
0.90
0.00
0.10
1.70
0.10
1.20
Travel Conditions
Home-
Work
Urban Trip Length (miles) 11.5
Rural Tri.p Length (miles) 11.5
Trip Speeds (mph) 35.0
% of Trips - Residential 20.0
Residential
Home-
Shop
4.9
4.9
40.0
37.0
% of Trips - Commercial (by land use)
High turnover (sit-down) rest.
Fast food rest. wi drive thru
Hotel
Strip mall
Non-Catalyst
2.20
4.00
1.90
1.40
0.00
0.00
10.00
0.00
0.00
0.00
82.40
0.00
0.00
Home-
Other
6.0
6.0
40.0
43.0
Catalyst
97.30
93.40
96.90
95.70
81.80
66.70
20.00
11.10
0.00
0.00
17.60
0.00
91.70
Diesel
0.50
2.60
1.20
2.90
18.20
33.30
70.00
88.90
100.00
100.00
0.00
100.00
8.30
f
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J-
Commercial
Commute
10.3
10.3
40.0
Non-Work CUstomer
5.5 5.5
5.5 5.5
40.0 40.0
5.0
5.0
5.0
2.0
2.5
2.5
2.5
1.0
92.5
92.5
92.5
97.0
Page: 14
Changes made to the default values for Land Use Trip Percentages
Changes made to the default values for Construction
The user has overridden the Default Phase Lengths
Phase 2 mitigation measure Soil Disturbance: Apply soil stabilizers to inactive areas
has been changed from off to on.
Phase 2 mitigation measure Soil Disturbance: Replace ground cover in disturbed areas quickly
has been changed from off to on.
Phase 2 mitigation measure Soil Disturbance: Water exposed surfaces - 2x daily
has been changed from off to on.
Phase 2 mitigation measure Off-Road Diesel Exhaust: Use diesel particulate filter
has been changed from off to on.
Phase 2 mitigation measur'e Off-Road Diesel Exhaust: Use cooled exhaust gas recirculation (EGR)
has been changed from off to on.
Phase 2 mitigation measure On-Road Diesel Exhaust: Use diesel particulate filter
has been changed from off to on.
Phase 2 mitigation measure On-Road Diesel Exhaust: Use cooled exhaust gas recirculation (EGR)
has been changed from off to on.
Phase 2 mitigation measure Stockpiles: Cover all stock piles with tarps
has been changed from off to on.
Phase 2 mitigation measure Unpaved Roads: Water all haul roads 2x daily
has been changed from off to on.
Phase 2 mitigation measure Unpaved Roads: Reduce speed on unpaved roads to < 15 mph
has been changed from off to on.
Phase3trtitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure On-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure On-Road Diesel Exhaust: Use
has been changed from off to on.
diesel particulate filter
cooled exhaust gas recirculation (EGR)
diesel particulate filter
cooled exhaust gas recirculation (EGR)
diesel particulate filter
cooled exhaust gas recirculation (EGR)
r
F
I
I
~
Changes made to the default values for Area
The wood stove option switch changed from on to off.
The fireplcase option switch changed from on to off.
The area souce mitigation measure option switch changed from off to on.
The landscape year changed from 2004 to 2006.
Mitigation measure Central Water Heater: Cmrcl Space Heat.
has been changed from off to on.
Mitigation measure Orient Buildings North/South: Cmrcl Space Heat.
has been changed from off to on.
Changes made to the default values for Operations
The pass by trips option switch changed from off to on.
The operational emission year changed from 2004 to 2006.
The operational winter temperature changed from 50 to 60.
The operational summer temperature changed from 90 to 75.
The operational summer selection item changed from 8 to 5.
The travel mode environment settings changed from both to: non-residential
Mitigation measure Mixed Use Project {Commercial oriented} :1
has been changed from off to on. ,
Mitigation measure Provide wide Sidewalks and Onsite pedestrian Facilities:l
has been changed from off to on.
Mitigation measure Provide Street Lighting:O.S
has been changed from off to on.
Mitigation measure Project Provides Shade Trees to Shade Sidewalks:O.5
has been changed from off to on.
Mitigation measure Provide pedestrian Safety Designs/Infrastructure at Crossings:0.5
has been changed from off to on.
Mitig~tion measure Articulated Storefront(s) Display Windows with Visual Interest:O.25
lias been changed from off to on.
Mitigation measure No Long Uninterrupted Walls Along Pedestrian Walkways: 0.25
has been changed from off to on.
Mitigation measure Provide Securre Bicycle Parking:l
has been changed from off to on.
Mitigation measure Minor Services provided:l
has been changed from off to on.
Mitigation measuremitop5: Park and Ride Lots
has been changed from on to off.
~
~
Page: 16
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\00000100\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\Pacific Gateway Plaza.urb
Project Name: Pacific Gateway Plaza - Seal Beach
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
DETAIL REPORT
(Tons/Year)
Construction Start Month and Year: November I 2005
Construction Duration: 9
Total Land Use Area to be Developed: 4.5 acres
Maximum Acreage Disturbed Per Day: 0 acres
Single Family Units: 0 Multi-Family Units: 0
Retail/Office/lnstitutional/lndustrial Square Footage: 74273
CONSTRUCTION EMISSION ESTIMATES UNMITIGATED (tons/year)
Source
*** 2005***
Phase 1 - Demolition Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Total tons/year
Phase 2 - Site Grading Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Total tons/year
Phase 3 - Building Construction
Bldg Canst Off-Road Diesel
Bldg Canst Worker Trips
Arch Coatings Off.-Gas
Arch Coatings Worker Trips
Asphalt Off-Gas
Asphalt Off-Road Diesel
Asphalt On-Road Diesel
Asphalt Worker Trips
Total tons/year
Total all phases tanslyr
*** 2006***
Phase 1 - Demolition Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Total tons/year
Phase 2 - Site Grading Emissions
Fugitive Dust
Off-Road Diesel
On-Road Diesel
Worker Trips
Total tons/year
Phase 3 - Building Construction
Bldg Const Off-Road Diesel
BIdg Canst Worker Trips
Arch Coatings Off-Gas
Arch Coatings Worker Trips
Asphalt Off-Gas
Asphalt Off-Road Diesel
Asphalt On-Road Diesel
Asphalt Worker Trips
Total tons/year
Total all phases tons/yr
ROG
0.00
0.00
0.00
0.00
0.06
0.00
0.00
0.06
0.09
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.09
0.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.41
0.00
1.38
0.00
0.00
0.04
0.00
0.00
1.83
1.83
NOx
0.00
0.00
0.00
0.00
0.47
0.00
0.00
0.47
0.68
0.00
0.00
0.00
0.00
0.00
0.68
1.15
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2.97
0.00
0.00
0.29
0.02
0.00
3.28
3.28
co
0.00
0.00
0.00
0.00
0.45
0.00
0.02
0.47
0.74
0.02
0.00
0.00
0.00
0.00
0.76
1.23
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.37
0.09
0.04
0.29
0.00
0.00
3.79
3.79
S02
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
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PM10
TOTAL
0.00
0.00
0.00
0.00
0.00
0.00
0.02
0.00
0.00
0.02
0.03
0.00
0.00
0.00
0.00
0.00
0.03
0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.13
0.00
0.00
0.01
0.00
0.00
0.14
0.14
PM10
EXHAUST
0.00
0.00
0.00
0.00
0.02
0.00
0.00
0.02
0.03
0.00
0.00
0.00
0.00
0.00
0.03
0.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.13
0.00
0.00
0.01
0.00
0.00
0.14
0.14
PMIO
DUST
i
I
I
i
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
r
f-
I
I
I
l
I
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
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Page: 17
Phase 1 - Demolition Assumptions: Phase Turned OFF
Phase 2 - Site Grading Assumptions
Start Month/Year for Phase 2: Nov 'OS
Phase 2 Duration: 1 months
On-Road Truck Travel (VMT): 0
Off-Road Equipment
No. Type
1 Concrete/Industrial saws
1 Graders
1 Other Equipment
1 Tractor/Loaders/Backhoes
Horsepower
84
1-74
190
79
Load Factor
0.730
0.575
0.620
0.465
Phase 3 - Building Construction Assumptions
Start Month/Year for Phase 3: Dee 'OS
Phase 3 Duration: 8 months
Start Month/Year for SubPhase Building: Dee '05
SubPhase Building Duration: 5.5 months
Off-Road Equipment
No. Type Horsepower Load Factor
1 Cranes 190 0.430
1 Crawler Tractors 143 0.575
1 Off Highway Trucks 417 0.490
1 Other Equipment 190 0.620
Start Month/Year for SubPhase Architectural Coatings: May '06
SubPhase Architectural Coatings Duration: 2 months
Start Month/Year for SubPhase Asphalt: Jul '06
SubPhase Asphalt Duration: 0.5 months
Acres to be Paved: 3
Off-Road Equipment
No. Type
1 Pavers
1 Paving Equipment
1 Rollers
1 Surfacing Equipment
Horsepower
132
111
114
437
Load Factor
0.590
0.530
0.430
0.490
Hours/Day
8.0
8.0
8.0
8.0
Hours/nay
8.0
8.0
8.0
8.0
Hours/Day
8.0
8.0
8.0
8.0
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Page: 18
AREA SOURCE EMISSION ESTIMATES
Source ROG NOx CO 802 PM10
Natural Gas 0.01 0.13 0.05 0.00
Wood Stoves 0.00 0.00 0.00 0.00 0.00
Fireplaces 0.00 0.00 0.00 0.00 0.00
Landscaping 0.02 0.00 0.17 0.00 0.00
Consumer prdcts 0.00
TOTALS ( t PY I unmitigated) 0.03 0.13 0.23 0.00 0.00
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Page: 19
UNMITIGATED OPERATIONAL EMISSIONS
ROG NOx CO S02 PM10
High turnover ( sit-down) 1.01 1.10 9.04 0.01 0.70
Fast food rest. w/ drive 1.61 2.15 16.82 0.01 1.49
Hotel 0.79 0.95 7.30 0.01 0.67
Strip mall 0.32 0.39 3.09 0.00 0.27
TOTAL EMISSIONS (tons/yr) 3.73 4.59 36.26 0.03 3.13
Includes correction for passby trips.
Includes a double counting reduction for internal trips.
OPERATIONAL (Vehicle) EMISSION ESTIMATES
Analysis Year: 2006 Temperature (F) : 75 Season: Annual ~
EMFAC Version: EMFAC2002 (9/2002)
I
Summary of Land Uses: I
i
Unit Type Trip Rate Size Total Trips I
I
High turnover (sit-down) 130.34 trips / 1000 sq. ft. 8.33 1,085.08
Fast food rest. w/ drive 496.12 trips / 1000 sq. ft 3.15 1,561.79
Hotel 5.60 trips / rooms 110.00 61.6.00
Strip mall 40.00 trips / 1000 sq. ft. 7.80 312.00
Vehicle Assumptions:
Fleet Mix:
Vehicle Type
Light Auto
Light Truck
Light Truck
Med Truck
Lite-Heavy
Lite-Heavy
Med-Heavy
Heavy-Heavy
Line Haul >
Urban Bus
Motorcycle
School Bus
Motor Home
< 3,750 lbs
3,751- 5,750
5,751- 8,500
8,501--10,000
10,001--14,000
14,001-33,000
33,001-60,000
60,000 lbs
Percent Type
55.60
15.10
15.90
7.00
1.10
0.30
1.00
0.90
0.00
0.10
1.70
0.10
1.20
Travel Conditions
Home-
Work
Urban Trip Length (miles) 11.5
Rural Trip Length (miles) 11.5
Trip Speeds (mph) 35.0
% of Trips - Residential 20.0
Residential
Home -.
Shop
4.9
4.9
40.0
37.0
% of Trips - Commercial (by land use)
High turnover (sit-down) rest.
Fast food rest. wi drive thru
Hotel
Strip mall
Non-Catalyst
2.20
4.00
1.90
1.40
0.00
0.00
10.00
0.00
0.00
0.00
82.40
0.00
0.00
Home-
Other
6.0
6.0
40.0
43.0
Catalyst
97.30
93.40
96.90
95.70
81.80
66.70
20.00
11.10
0.00
0.00
17.60
0.00
91.70
Commercial
Diesel
0.50
2.60
1.20
2.90
18.20
33.30
70.00
88.90
100.00
~OO.OO
0.00
100.00
8.30
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f
Commute
10.3
10.3
40.0
Non-Work Customer
5.5 5.5
5.5 5.5
40.0 40.0
5.0
5.0
5.0
2.0
2.5
2.5
2.5
1.0
92.5
92.5
92.5
97.0
Page: 20
Changes made to the default values for Land Use Trip Percentages
Changes made to the default values for Construction
The user has overridden the Default Phase Lengths
Phase 2 mitigation measure Soil Disturbance: Apply soil stabilizers to inactive areas
has been changed from off to on.
Phase 2 mitigation measure Soil Disturbance: Replace ground cover in disturbed areas quickly
has been changed from off to on.
Phase 2 mitigation measure Soil Disturbance: Water exposed surfaces - 2x daily
has been changed from off to on.
Phase 2 mitigation measure Off-Road Diesel Exhaust: Use diesel particulate filter
has been changed from off to on.
Phase 2 mitigation measure Off-Road Diesel Exhaust: Use cooled exhaust gas recirculation(EGR)
has been changed from off to on.
Phase 2 mitigation measure On-Road Diesel Exhaust: Use diesel particulate filter
has been changed from off to on.
Phase 2 mitigation measure On-Road Diesel Exhaust: Use cooled exhaust gas recirculation(EGR)
has been changed from off to on.
Phase 2 mitigation measure Stockpiles: Cover all stock piles with tarps
has been changed from off to on.
Phase 2 mitigation measure Unpaved Roads: Water all haul roads 2x daily
has been changed from off to on.
Phase 2 mitigation measure Unpaved Roads: Reduce speed on unpaved roads to < 15 mph
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure Off-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure On-Road Diesel Exhaust: Use
has been changed from off to on.
Phase 3 mitigation measure On-Road Diesel Exhaust: Use
has been changed from off to on.
diesel particulate filter
cooled exhaust gas recirculation (EGR)
diesel particulate filter
cooled exhaust gas recirculation (EGR)
diesel particulate filter
cooled exhaust gas recirculation (EGR)
f
I
r
Changes made to the default values for Area
The wood stove option switch changed from on to off.
The fireplcase option switch changed from on to off.
The area souce mitigation measure option switch changed from off to on.
The landscape year changed from 2004 to 2006.
Mitigation measure Central Water Heater: Cmrcl Space Heat.
has been changed from bff to on.
Mitigation measure Orient Buildings North/South: Cmrcl Space Heat.
has been changed from off to on.
Changes made to the default values for Operations
I
t
~
The pass by trips option switch changed from off to on.
The operational emission year changed from 2004 to 2006.
The operational winter temperature changed from 50 to 60.
The operational summer temperature changed from 90 to 75.
The operational summer selection item changed from 8 to 5.
The travel mode environment settings changed from both to: non-residential
Mitigation measure Mixed Use Project (Commercial Oriented) :1
has been changed from off to on.
Mitigation measure Provide wide Sidewalks and Onsite pedestrian Facilities:~
has been changed from off to on.
Mitigation measure Provide Street Lighting:0.5
has been changed f:r:'om off to on.
Mitigation measure Project Provides Shade Trees to Shade Sidewalks:O.5
has been changed from off to on.
Mitigation measure Provide Pedestrian Safety Designs/Infrastructure at Crossings:O.S
has been changed from off to on.
Mitigation measure Articulated Storefront(s) Display Windows with Visual Interest:0.25
has been changed from off to on.
Mitigation measure No Long Uninterrupted Walls Along Pedestrian Walkways: 0.25
has been changed from off to on.
Mitigation measure Provide Securre Bicycle parking:1
has been changed from off to on.
Mitigation measure Minor Services provided:l
has been changed from off to on.
Mitigation measuremitop5: Park and Ride Lots
has been changed from on to off.
Page: 1
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\00000100\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\Pacific Gateway Plaza - Cumulative.\
Project Name: Pacific Gateway Plaza - Cumulative_
project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
SUMMARY REPORT
(Pounds/Day - Summer)
AREA SOURCE EMISSION ESTIMATES
RaG NOx co S02 PM10
TOTALS (lbs/day,unmitigated) 5.81 3.57 4.97 0.02 0.02
OPERATIONAL (VERI CLE) EMISSION ESTIMATES
RaG NOx co 802 PM10
TOTALS (lbsjday, unmitigated) 60.83 58.02 624.55 0.53 48.38
SUM OF AREA AND OPERATIONAL EMISSION ESTIMATES
ROG NOx co 802 PM10
TOTALS (lbsjday,unmitigated) 66.65 61.60 629.52 0.55 48.39
Page: 2
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\OOOOOlOO\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\Pacific Gateway Plaza - Cumulative.\
Project Name: Pacific Gateway Plaza - Cumulative
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
SUMMARY REPORT
(Pounds/Day - Winter)
AREA SOURCE EMISSION ESTIMATES
ROG NOx CO S02 PMIO
TOTALS (lbs/day, unmitigated) 5.35 3.53 1.44 0.00 0.01
OPERATIONAL (VEHICLE) EMISSION ESTIMATES
ROG NOx CO 802 PMIO
TOTALS (lbs/day, unmitigated) 60.77 83.39 638.08 0.47 48.38
SUM OF AREA AND OPERATIONAL EMISSION ESTIMATES
ROG NOx CO S02 PMIO
TOTALS (lbs/day, unmitigated) 66.11 86.92 639.52 0.47 48..39
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URBEMI8 2002 For Windows
7.5.0
File Name: I:\pdata\OOOOOlOO\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\pacific Gateway Plaza - Cumulative.\
Project Name: Pacific Gateway Plaza - Cumulative
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
SUMMARY REPORT
(Tons/Year)
AREA SOURCE EMISSION ESTIMATES
ROG NOx CO 802 PM10
TOTALS ( t py , unmitigated) 1.02 0.65 0.58 0.00 0.00
OPERATIONAL (VEHICLE) EMISSION ESTIMATES
ROG NOx CO 802 PM10
TOTALS ( t py , unmitigated) 11.10 12.13 114.80 0.09 8.83
SUM OF AREA AND OPERATIONAL EMISSION ESTIMATES
ROG NOx CO 802 PM10
TOTALS (tpy, unmitigated) 12.12 12.78 115.38 0.10 8.83
Page: 4
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\00000100\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\Pacific Gateway Plaza - Cumulative.l
Project Name: Pacific Gateway Plaza - Cumulative
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehi.cle Emissions Based on EMFAC2002 version 2.2
DETAIL REPORT
(Pounds/Day - Winter)
AREA SOURCE EMISSION ESTIMATES (Winter Pounds per Day, unmitigated)
Source ROG NOx CO 802 PM10
Natural Gas 0.26 3.53 1.44 0.01
Wood Stoves 0.00 0.00 0.00 0.00 0.00
Fireplaces 0.00 0.00 0.00 0.00 0.00
Landscaping - No winter emissions
Consumer Prdcts 5.09
TOTALS (lbs/day, unmitigated) 5.35 3.53 1.44 0.00 0.01
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UNMITIGATED OPERATIONAL EMISSIONS
ROG NOx CO S02 PM10
single family housing 6.41 9.89 73.30 0.06 6.J.1
Condo/townhouse general 2.79 4.30 31.87 0.03 2.66
High turnover ( sit-down) 6.68 7.29 60.90 0.04 3.81
Fast food rest. wi drive 10.50 14.09 108.68 0.08 8.06
Hotel 17.93 25.53 192.13 0.15 14.97
Free-standing discount su 11.27 15.65 119.12 0.09 9.05
Strip mall 5.19 6.63 52.07 0.04 3.71
TOTAL EMISSIONS (lbs/day) 60.77 83.39 638.08 0.47 48.38
Includes correction for passby trips.
Includes a double counting reduction for internal trips.
OPERATIONAL (Vehicle) EMISSION ESTIMATES
Analysis Year: 2006 Temperature (F): 50
Summary of Land Uses:
EMFAC Version: EMFAC2002 (9/2002)
Unit Type
Single family housing
Condo/townhouse general
High turnover (sit-down)
Fast food rest. wi drive
Hotel
Free-standing discount su
Strip mall
Vehicle Assumptions:
Fleet Mix:
Trip Rate
10.74 trips /
7.47 trips I
130.34 trips /
496.12 trips I
7.80 trips /
27.29 trips /
40.00 trips /
Season: Winter
Size Total Trips
dwelling units 64.00 687.36
dwelling units 40.00 298.80
1000 sq. ft. 8.30 1,081.82
1000 sq. ft 3.10 1,537.97
rooms 320.00 2,496.00
1000 sq. ft. 60.00 1,637.40
1000 sq. ft. 19.80 792.00
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Vehicle Type Percent Type Non-Catalyst Catalyst Diesel
Light Auto 55.60 2.20 97.30 0.50
Light Truck < 3,750 lbs 15.10 4.00 93.40 2.60
Light Truck 3,751- 5,750 15.90 1.90 96.90 1.20
Med Truck 5,751-- 8,500 7.00 1.40 95.70 2.90
Lite-Heavy 8,501-10,000 1.10 0.00 81.80 18.20
Lite-Heavy 10,001-14,000 0.30 0.00 66.70 33.30
Med-Heavy 14,001-33,000 1.00 10.00 20.00 70.00
Heavy-Heavy 33,001-60,000 0.90 0.00 11.10 88.90
Line Haul > 60,000 Ibs 0.00 0.00 0.00 100.00
Urban Bus 0.10 0.00 0.00 100.00
Motorcycle 1.70 82.40 17.60 0.00
School Bus 0.10 0.00 0.00 100.00
Motor Home 1.20 0.00 91.70 8.30
Travel Conditions
Resi.dential Commercial
Home- Home- Home-
Work Shop Other Commute Non-Work Customer
Urban Trip Length (miles) 11.5 4.9 6.0 10.3 5.5 5.5
Rural Trip Length (miles) 11.5 4.9 6.0 10.3 5.5 5.5
Trip Speeds ( mph) 35.0 40.0 40.0 40.0 40.0 40.0
% of Trips - Residential 20.0 37.0 43.0
% of Trips - Commercial (by land use)
High turnover (sit-down) rest.
Fast food rest. wI drive thru
Hotel
Free-standing discount superstore
Strip mall
(
I
5.0
5.0
5.0
2.0
2.0
2.5
2.5
2.5
1.0
1.0
92.5
92.5
92.5
97.0
97.0
Page: 6
Changes made to the default values for Land Use Trip Percentages
Changes made to the default values for Area
The wood stove option switch changed from on to off.
The fireplcase option switch changed from on to off.
The landscape year changed from 2004 to 2006.
Changes made to the default values for Operations
The pass by trips option switch changed from off to on.
The operational emission year changed from 2004 to 2006.
The double counting internal work trip limit changed from to 197.232.
The double counting shopping trip limit changed from to 152.18885.
The double counting other trip limit changed from to 424.0488.
The travel mode environment settings changed from both to: none
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Page: 7
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\00000100\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\Pacific Gateway Plaza - Cumulative.\
Project Name: Pacific Gateway Plaza - Cumulative
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
DETAIL REPORT
(Pounds/Day - Summer)
AREA SOURCE EMISSION ESTIMATES ( Summer Pounds per Day, Unmitigated)
Source ROG NOx CO 802 PM10
Natural Gas 0.26 3.53 1.44 0.01
Wood Stoves - No summer emissions
Fireplaces - No summer emissions
Landscaping 0.46 0.04 3.53 0.02 0.01
Consumer Prdcts 5.09
TOTALS (lbs/day,unmitigated) 5.81 3.57 4.97 0.02 0.02
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UNMITIGATED OPERATIONAL EMISSIONS
RaG NOx co 502 PM10
Single family housing 6.72 6.81 76.47 0.07 6.11
Condo/townhouse general 3.14 2.96 33.24 0.03 2.66
High turnover {sit-down} 5.73 5.15 55.44 0.04 3.81
Fast food rest. w/ drive 8.99 9.83 105.06 0.09 8.06
Hotel 20.88 17.74 189.22 0.16 14.97
Free-standing discount su 10.64 10.89 115.73 0.10 9.05
Strip mall 4.73 4.64 49.39 0.04 3.71
TOTAL EMISSIONS (lbs/day) 60.83 58.02 624.55 0.53 48.38
Includes correction for passby trips.
Includes a double counting reduction for internal trips.
OPERATIONAL (Vehicle) EMISSION ESTIMATES
Analysis Year: 2006 Temperature (F): 90
Summary of Land Uses:
EMFAC Version: EMFAC2002 (9/2002)
Unit Type
Single family housing
Condo/townhouse general
High turnover {sit-down}
Fast food rest. w/ drive
Hotel
Free-standing discount su
Strip mall
Vehicle Assumptions:
Fleet Mix:
Vehicle Type
Light Auto
Light Truck
Light Truck
Med Truck
Lite-Heavy
Lite-Heavy
Med-Heavy
Heavy-Heavy
Line Haul >
Urban Bus
Motorcycle
School Bus
Motor Home
< 3,750 Ibs
3,751-- 5,750
5,751- 8,500
8,501-10,000
10,001-14,000
14,001-33,000
33,001-60,000
60,000 Ibs
Travel Conditions
Home-
Work
Urban Trip Length (miles) 11.5
Rural Trip Length (miles) 11.5
Trip Speeds (mph) 35.0
% of Trips - Residential 20.0
Season: Summer
Trip Rate
10.74 trips / dwelling units
7.47 trips I dwelling units
130.34 trips / 1000 sq. ft.
496.12 trips / 1000 sq. ft
7.80 trips / rooms
27.29 trips / 1000 sq. ft.
40.00 trips I 1000 sq. ft.
Percent Type
55.60
15.10
15.90
7.00
1..10
0.30
1.00
0.90
0.00
0.10
1.70
0.10
1.20
Residential
Home-
Shop
4.9
4.9
40.0
37.0
% of Trips - Commercial (by land use)
High turnover (sit-down) rest.
Fast food rest. wI drive thru
Hotel
Free-standing discount superstore
Strip mall
Non-Catalyst
2.20
4.00
1.90
1.40
0.00
0.00
10.00
0.00
0.00
0.00
82.40
0.00
0.00
Home-
Other
6.0
6.0
40.0
43.0
Size
64.00
40.00
8.30
3.10
320.00
60.00
19.80
Catalyst
97.30
93.40
96.90
95.70
81.80
66.70
20.00
11.10
0.00
0.00
17.60
0.00
91.70
Commercial
Total Trips
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687.36
298.80
1,081.82
1,537.97
2,496.00
1,637.40
792.00
Diesel
0.50
2.60
1.20
2.90
18.20
33.30
70.00
88.90
100.00
100.00
0.00
100.00
8.30
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Commute
10.3
10.3
40.0
Non-Work Customer
5.5 5.5
5.5 5.5
40.0 40.0
5.0 2.5 92.5
5.0 2.5 92.5
5.0 2.5 92.5 I
2.0 1.0 97.0
2.0 1.0 97.0
Page: 9
Changes made to the default values for Land Use Trip Percentages
Changes made to the default values for Area
The wood stove option switch changed from on to off.
The fireplcase option switch changed from on to off.
The landscape year changed from 2004 to 2006.
Changes made to the default values for Operations
The pass by trips option switch changed from off to on.
The operational emission year changed from 2004 to 2006.
The double counting internal work trip limit changed from to 197.232.
The double counting shopping trip limit changed from to 152.18885.
The double counting other trip limit changed from to 424.0488.
The travel mode environment settings changed from both to: none
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Page: 10
URBEMIS 2002 For Windows
7.5.0
File Name: I:\pdata\OOOOOlOO\10P\WPWIN\EddieT\URBEMIS\URBEMIS2002\pacific Gateway Plaza - Cumulative.t
Project Name: Pacific Gateway Plaza - CUmulative
Project Location: South Coast Air Basin (Los Angeles area)
On-Road Motor Vehicle Emissions Based on EMFAC2002 version 2.2
DETAIL REPORT
(Tons/Year)
AREA SOURCE EMISSION ESTIMATES
Source
Natural Gas
Wood Stoves
Fireplaces
Landscaping
Consumer Prdcts
TOTALS (tpy, unmitigated)
ROG
0.05
0.00
0.00
0.04
0.93
1.02
NOx
0.64
0.00
0.00
0.00
CO
0.26
0.00
0.00
0.32
802
PM10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.65
0.58
0.00
0.00
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UNMITIGATED OPERATIONAL EMISSIONS
ROG NOx CO 802
Single family housing 1.21 1.43 13.76 0.01
Condo/townhouse general 0.55 0.62 5.98 0.01
High turnover (sit-down) 1.10 1.07 10.45 0.01
Fast food rest. wI drive 1.73 2.05 19.39 0.02
Hotel 3.63 3.71 34.71 0.03
Free-standing discount su 1.98 2.28 21.33 0.02
Strip mall 0.89 0.97 9.18 0.01
TOTAL EMISSIONS {tons/yr} 11.10 12.13 114.80 0.09
Includes correction for passby trips.
Includes a double counting reduction for internal trips.
OPERATIONAL (Vehicle) EMISSION ESTIMATES
Analysis Year: 2006 Temperature (F): 90
Season: Annual
EMFAC Version: EMFAC2002 {9/2002}
Summary of Land Uses:
PM10
1.12
0.49
0.70
1.47
2.73
1.65
0.68
8.83
Unit Type
Trip Rate
10.74 trips /
7.47 trips /
130.34 trips /
496.12 trips /
7.80 trips /
27.29 trips /
40.00 trips /
Size Total Trips
dwelling units 64.00 687.36
dwelling units 40.00 298.80
1000 sq. ft. 8.30 1,081.82
1000 sq. ft 3.10 1,537.97
rooms 320.00 2,496.00
1000 sq. ft. 60.00 1,637.40
1000 sq". ft. 19.80 792.00
single family housing
Condo/townhouse general
High turnover (sit-down)
Fast food rest. w/ drive
Hotel
Free--standing discount su
Strip mall
Vehicle Assumptions:
Fleet Mix:
Vehicle Type Percent Type Non-Catalyst Catalyst Diesel
Light Auto 55.60 2.20 97.30 0.50
Light Truck < 3,750 lbs 15.10 4.00 93.40 2.60
Light Truck 3,751- 5,750 15.90 1.90 96.90 1.20
Med Truck 5,751- 8,500 7.00 1.40 95.70 2.90
Lite-Heavy 8,501-10,000 1.10 0.00 81.80 18.20
Lite-Heavy 10,001-14,000 0.30 0.00 66.70 33.30
Med-Heavy 14,001-33,000 1.00 10.00 20.00 70.00
Heavy-Heavy 33,001-60,000 0.90 0.00 11.10 88.90
Line Haul > 60,000 lbs 0.00 0.00 0.00 100.00
Urban Bus 0.10 0.00 0.00 100.00
Motorcycle 1.70 82.40 17.60 0.00
School Bus 0.10 0.00 0.00 100.00
Motor Home 1.20 0.00 91.70 8.30
Travel Conditions
Residential Commercial
Home- Home- Hom~-
Work Shop Other Commute Non-Work Customer
Urban Trip Length (miles) 11.5 4.9 6.0 10.3 5.5 5.5
Rural Trip Length (miles) 11.5 4.9 6.0 10.3 5.5 5.5
Trip speeds (mph) 35.0 40.0 40.0 40.0 40.0 40.0
% of Trips - Residential 20.0 37.0 43.0
% of Trips - Commercial (by land use)
High turnover (sit-down) rest.
Fast food rest. wI drive thru
Hotel
Free-standing discount superstore
Strip mall
5.0
5.0
5.0
2.0
2.0
2.5
2.5
2.5
1.0
1.0
92.5
92.5
92.5
97.0
97.0
Page: J.2
Changes made to the default values for Land Use Trip Percentages
Changes made to the default values for Area
The wood stove option switch changed from on to off.
The fireplcase option switch changed from on to off.
The landscape year changed from 2004 to 2006.
Changes made to the default values for Operations
The pass by trips option switch changed from off to on.
The operational emission year changed from 2004 to 2006.
The double counting internal work trip limit changed from to 197.232.
The double counting shoppi.ng trip limit changed from to 152.18885.
The double counting other trip limi.t changed from to 424.0488.
The travel mode environment settings changed from both to: none
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Appendix B
Noise Modeling Data
. Federal Highway Administration RD-77-10B
Traffic Noise Prediction Model (CALVENO)
Pacific Gateway Plaza
Lindsay Anderson
Seal Beach Boulevard
Along project area
PROJECT DATA
Centerline Dist to Barrier
Barrier (O=wall, 1 = berm):
Receiver Barrier Dist:
Centerline Dist. To Observer:
Barrier Near Lane CL Dist:
Barrier Far lane CL Dist:
Pad Elevation:
Road Elevation:
Observer Height (above grade):
Barrier Height:
Rt View: 90 Lft View:
NOISE SOURCE ELEVATIONS (Feet)
o
2.3
8
Project Name:
Analyst:
Roadway:
Road Segment:
Autos:
Medium Trucks:
Heavy Trucks:
Scenario: Future Plus Project
Job #: 10104434
SITE DATA
o
o
o
100
o
o
0.5
o
o
o
Road Grade:
Average Daily Traffic:
Peak Hour Traffic: 2984
Vehicle Speed:
Centerline Separation:
NOISE INPUTS
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FLEET MIX
Evening Ni
0.775 0.129
0.848 0.049
0.865 0.027
T e Da
Auto
-90 Mad. Truck
Heavy Truck
UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation)
Vehicle Type f>>eak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos: 58.9 67.7 65.9 59.8 68.5 69.1
Medium Trucks: 66.6 58.5 52.2 50.6 59.1 59.3
Heavy Trucks: 70.8 58.9 49.8 51.1 60.5 60.6
Vehicle Noise: 73.1 68.8 66.2 60.9 69.5 70.1
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MITIGATED NOISE LEVELS (With topographic or barrier attenuation)
Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos:
Medium Trucks:
Heavy Trucks:
Vehicle Noise:
CENTERLINE NOISE CONTOUR
Unmitigated
Roadway Centerline Noise Contour
1206
381
121
1500
1000
500
....
CI) 0
CD
LL.
-500
-1000
-1500
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Federal Highway Administration RD-77-108
Traffic Noise Prediction Model (CALVENO)
Autos:
Medium Trucks:
Heavy Trucks:
Pacific Gateway Plaza
Lindsay Anderson
Westminster Avenue
Along project area
PROJECT DATA
Centerline Dist to Barrier
Barrier (O=wall, 1 = berm):
Receiver Barrier Dist:
Centerline Dist. To Observer:
Barrier Near Lane CL Dist:
Barrier Far lane CL Dist:
Pad Elevation:
Road Elevation:
Observer Height (above grade):
Barrier Height:
Rt View: 90 Lft View:
'NOISE'SOURCEELEVATIONS (Feet)
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Project Name:
Analyst:
Roadway:
Road Segment:
Scenario: Future Plus Project
Job #: 10104434
SITE DATA
o
o
o
100
o
o
0.5
o
o
o
2679
T e
Auto
-90 Med. Truck
Heavy Truck
FLEET MIX
Da Evening Night Dail
0.775 0.129 0.096 0.9742
0.848 0.049 0.103 0.0184
0.865 0.027 0.108 0.0074
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UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation)
Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos: 55.9 64.6 62.9 56.8 65.4 66.0
Medium Trucks: 64.8 56.7 50.4 48.8 57.3 57.5
Heavy Trucks: 69.7 57.7 48.7 49.9 59.6 59.7
Vehicle Noise: 72.0 66.2 63.3 58.4 66.9 67.4
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MITIGATED NOISE LEVELS (With topographic or barrier attenuation)
Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos:
Medium Trucks:
Heavy Trucks:
Vehicle Noise:
CENTERLINE NOISE CONTOUR
Unmitigated
Roadway Centerline Noise Contour
628
199
63
800
600
400
200
...
I 0
1.1.
-200
400
-600
-800
Federal Highway Administration RD-77-108
Traffic Noise Prediction Model (CALVENO)
Autos:
Medium Trucks:
Hea Trucks:
Pacific Gateway Plaza
Lindsay Anderson
Westminster Avenue
Along project area
PROJECT DATA
Centerline D ist to Barrier
Barrier (O=wall, 1 = berm):
Receiver Barrier Dist:
Centerline Dist. To Observer:
Barrier Near Lane CL Dist:
Barrier Far lane CL Dist:
Pad Elevation:
Road Elevation:
Observer Height (above grade):
Barrier Height:
Rt View: .9,Q '. l.ft View:
'NOISE S'OU'RCEELEVATIONS (Feet)
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8
Project Name:
Analyst:
Roadway:
Road Segment:
Scenario: Existing
Job #: 10104434
SITE DATA
o
o
o
100
o
o
0.5
o
o
o
2377
T pe
Auto
-90 Med. Truck
Heavy Truck
FLEET MIX
Da Evening Night Dail
0.775 0.129 . 0.096 0.9742
0.848 0.049 0.103 0.0184
0.865 0.027 0.108 0.0074
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UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation)
Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos: 55.3 64.1 62.3 56.3 64.9 65.5
Medium Trucks: 64.3 56.2 49.8 48.3 56.8 57.0
Heavy Trucks: 69.1 57.2 48.2 49.4 59.1 59.2
Vehicle Noise: 71.5 65.7 62.8 57.8 66.4 66.9
MITIGATED NOISE LEVELS (With topographic or barrier attenuation)
Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos:
Medium Trucks:
Heavy Trucks:
Vehicle Noise:
CENTERLINE NOISE CONTOUR
Unmitigated
Roadway Centerline Noise Contour
557
176
56
800
600
400
200
....
Z 0
u.
-200
-400
-600
-800
Federal Highway Administration RD-77-108
Traffic Noise Prediction Model (CALVENO)
Autos:
Medium Trucks:
Heavy Trucks:
Pacific Gateway Plaza
Lindsay Anderson
Seal Beach Boulevard
Along project area
PROJECT DATA
Centerline Dist to Barrier
Barrier (O=wall, 1= berm):
Receiver Barrier Dist:
Centerline Dist. To Observer:
Barrier Near Lane CL Dist:
Barrier Far lane CL Dist:
Pad Elevation:
Road Elevation:
Observer Height (above grade):
Barrier Height:
Rt View: 90 Lft View:
NOISE: SOURCE ELEVATIONS (Feet)
o
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8
Project Name:
Analyst:
Roadway:
Road Segment:
Scenario: Existing
Job #: 10104434
SITE DATA
o
o
o
100
o
o
0.5
o
o
o
.~ Road Grade:
Average Daily Traffic:
Peak Hour Traffic: 2121
Vehicle Speed:
Centerline Separation:
NOISE INPUTS
FLEET MIX
Evening Night Dail
0.775 0.129 0.096 0.9742
0.848 0.049 0.103 0.0184
0.865 0.027 0.108 0.0074
T e Da
Auto
-90 Mad. Truck
Heavy Truck
UNMITIGATED NOISE LEVELS (No topographic or barrier attenuation)
Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos: 57.4 66.2 64.4 58.4 67.0 67.6
Medium Trucks: 65.1 57.1 50.7 49.1 57.6 57.8
Heavy Trucks: 69.3 57.4 48.4 49.6 59.0 59.1
Vehicle Noise: _ 71.7 67.3 64.7 59.5 68.1 68.6
r
f
i
r
MITIGATED NOISE LEVELS (With topographic or barrier attenuation)
Vehicle Type Peak Leq Leq Day Leq Evening Leq Night Ldn CNEL
Autos:
Medium Trucks:
Heavy Trucks:
Vehicle Noise:
CENTERLINE NOISE CONTOUR
Unmitigated
Roadway Centerline Noise Contour
855
271
86
1000
500
I
I
...
= 0
LL.
-500
..1 000
Site Number: 1
Recorded By: Achilles Malisos
Job Number: 10-104434
Date: 8-23 to 8.24.2005
Time: 12 noon
Location: On Leisure World property, along Westminster Boulevard
Source of Peak Noise:
, .:"./ :.. _I... .'..:::(.. :: .:.>... ,.:,.. r- rri.;': : ',.;'..: I:' .~
62.9 I 72.0 I 72.1 I 38.7 I 94.2 I 110.6
Sound
T e
Sound Level Meter
Micro hone
Pream
Calibrator
Vendor
Larson Davis
Larson Davis
Larson Davis
Larson Davis
Serial No.
1428
1012
0180
0216
Certification Due Date
3/3/05
3/3/05
3/4/05
3/3/05
f
t
I
I
j
Est.
Duration: 24 hours
Wind
Speed mph / m/s)
Direction
Humidi
Photo of Measurement Location
r
I
r
66.8
59.1
63.8
T e Vendor Serial No. Certification Due Date
Sound Level Meter Larson Davis 1428 3/3/05
Sound Microphone Larson Davis 1012 3/3/05
Pream Larson Davis 0180 3/4/05
Calibrator Larson Davis 0216 3/3/05
Est.
Direction
Humidity
Photo of Measurement Location
r
r
r
I
l
Site Number: 3
Recorded By: Achilles Malisos
Job Number: 10-104434
Date: 8-24-2005
Time: 1 :10
location: Along Seal Beach Boulevard
Source of Peak Noise:
'c, ... :'.o.l:;. ':>;,. '. .... ':'.'. . ." '. I ....
,....,.. ..../.....:-':':....1'.,:..' .'< ;(c." .....:.,,,....
I,.'. '.' ."" .., --..
61.4 I 71.4 I 71.4 I 52.6 I 69.4 I 85.1
Est.
Duration: 10 mins
Wind
Speed mph / m/s)
Direction
Serial No. Certification Due Date I
1428 3/3/05 I
1012 3/3/05 i
0180 3/4/05 !
0216 3/3/05 I
!
I
Humidi
Sound
T e
Sound Level Meter
Micro hone
Pream
Calibrator
Vendor
Larson Davis
Larson Davis
Larson Davis
Larson Davis
Photo of Measurement Location
[
r
I
r
I
i
Site Number: 4
Recorded By: Achilles Malisos
Job Number: 10-104434
Date: 8.24.2005
Time: 1 :30
Location: Along Westminster Boulevard
Source of Peak Noise:
. :, ...,.....:. J.:"A-'_:"" . :'~'::":::;.'l'" ""'"' ','I'~'... ?....,.. u. <':.) .,0',,)
....,.;:Er':U..,.,.. .... ....'.(..1.
61.5 I 71.5 I 71.5 I 51.8 I 75.8 I 90.1
Est.
Direction
Humidi
Photo of Measurement Location
f
i
I
r
I
ii
r
I
I
I
I
Appendix C
Traffic Impact Analysis
1
1)
me
H:\PDA T A\ 101 04434\Traffic\TrafReview 8-1-05.memo.doc
In
Associates, Inc.
of
a
ofa
Area 4.
a
as
are
are
or
was to
EIR.
to compare it
turn
was to
A
EIR
measures
not
4,
at
are
measures.
2:
is 45
Avenue
Retail/Hotel 8i te
Response to Comments
"
on our
Lane
page 2-
2, second
west
Also,
"
on
18
our
A.
2:
RBF. We
was correct at
new
or
"new
or
3:
4
18
as Business
EIR
Restaurant
show IS asITE
In
not
3: to argue over Issue as
ITE's our
uses were at We
our or IS IS
4:
use IS
or
on
rates
with Drive-
ITE
use
are not
4: Same response as 3
5: IS
EIR.
since it does not assume any
nor it assume any
for the
or the
5:
REF comment is correct
Comment 6:
In
For
on
are
at
Avenue to
x
6: Not
use
In
seems
7:
6
6 are
are
as
movement
at
7:
Retail/Hotel Site
to Comments
8: sentence is
8: to text.
9: to
In
9:
of our
study seems to
RBF's
was to
or not for
turn lanes - not
EIR
remove a
mature trees
to
serve
1
BOEING RETAIL AND HOTEL SITE TRAFFIC IMPACT STUDY - REVISED
CITY OF SEAL BEACH
Austin-Foust loco
2020 North Tustin Avenue
Santa
6,2005
1 .0 INTR 0 Due TI ON "..... 9 . . . . 9 . . . . . . . . . . . . . . . . . . . ". ... . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. . . . . . . . 9 . . . . . . . . . . . . . .' . . . 9 " . . . . . . . . . . . . . . . .. 1-1
1.1
1.2
1.3
1.3.1
1.3.2
1.4
1.5
PROJECT DES C RIP'TI ON .. . .. . ..'.. .. .. . .. . . ... ... . . . .. .. . . .. .. .... .. .. .. ., .. .. .... ".. .. . . . ... .. ... . . . .. ...... . . .. .. .. . . . . .".. ... 1-1
S TUD'Y AREA .........."................................................................................................................ 1-1
. . . . " ..". .. . . .. . . . . . .. ... .. . . .. ..9. ... ... . . .. ... . .. .. ... . . .. . .... .. .. ... .... . . . . . . .. . . .. . . . . . . . ..'.. . .. . . ... . , . . . .. . .. 1-4
Traffic ........9.9.9.................................................""."....."........... 9. . . . .. .. . . . . . . . . . . . ... . . . .... ... 1..4
Review of Site Access..." 9"." ...... ................ ~..... ......."..... 9"....... ..... .. . 9 ~......." .................. ....... ... 1 =4
1~4
REFERENCES ........................................................ ~ . . .. ... . . . . .. . . . . ... . . .. . .. .. .. ... . . . .. . .".. .. . .. . ~ . . " . .... . . . ... 1.. 5
2.0 TRANSPORTATION SETTING
2.1 EXISTING
2.1.1
2.1.2
2.1.3
3.0 PROJECT
3.1 OVERVIEW
3.2 PROJECT TRIP GENERATION
3.3 PROJECT TRIP DISTRIBUTION ASSIGNMENTS
4.0 SPECIAL ISSUES
4.1 RIGHT TURN MOVEMENTS
4.2 WESTMINSTER
4.2.1 - Westminster Avenue/Road 'c'
4.2.2 1 "" AvenuefRoad 'c'
4.2.3 Alternative 2 - Flare Curb Return = Westminster Avenue/Road 'c' u.uu.uu.....u....u..u.oo..4-4
4.2.4 3 Lane""' Westminster 'e' ......u.............u.4-4
4.3 SEAL BEACH BOULEVARD
4.3" 1 Seal Beach Boulevard/Road 'e'
4.3.2 1 "" Widen Seal Beach
4.3.3 2 Flare Curb Return - Seal Beach
4.4 EASTERL Y D WAY ON SEAL BEACH BO
4.4.1 - Seal ach BoulevardlEast
4.4.2 Alternative 1 => Widen Seal Beach Boulevard at East
4.4.3 Alternative 2 - Flare Curb Retum- Beach Boulevard/East
4.5 INTERSECTION CAPACITY
5.0 SUMMARY AND CONCLUSIONS
APPENDIX A: Intersection
Utilization Worksheets
1 ~ 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . .' . . . . . . . . . . . . . " . . . . . . 0 . . . . . . . . . . . . . . " . . . . . . . 0 . . 0 . . . . . . . . . . . . . .. 1- 2
1- 2 Site Plan.........................,.................................................... 0 .' 0 . . . . . . . . .. . .'. . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1- 3
2-1 AM Peak Hour Turn Volumes -
2-2 PM Peak Hour Turn Volumes
2-3 AM Peak Hour Turn
2-4 PM Peak Hour Turn Volumes-
3= 1 Distribution
3-2 AM Peak Hour Turn
3-3 PM Hour Turn Volumes-
4-1
Alt 1 With 150 Foot Pocket and 90 Foot Transition
at Westminster A venue)
- Alt 2 With Flared
Intersection
Conditions
4-2
4-3
4-4
4-5
Intersecti on
Intersection
Seal Beach
Intersecti on
- AIt 2 With Flared Curb Return
'e' at Seal Beach
4-7
4-8
4-9
. . . . . . . 0 . . . . 1> . . . . . . . 4...11
4..10
on Seal
3-1
4-1 Year 2006 leU
1.
I
proposes to hotel and retail uses on a 4.47:f: acre
Area 4 in the Specific Plan EIR 1 at the end of this
measures identified in the Boeing Specific Plan Project EIR dedicated
lanes for access locations at Seal Beach Boulevard and Road 'A' (Apollo Westminster
A venue and Road 'A' and at a and A venue for
Area 3. Although the Boeing Specific Plan EIR does not
this area Area 4), the of Seal
Avenue Seal Beach Boulevard to dedicated
project ingress locations a This the results the traffic
lanes as relate to the
The Panattoni
site identified as
is
of
lanes at the
study of these
The hotel and retail encompasses 4.47:t acres located west of the
intersection of Seal Beach Boulevard and Westminster as Area 4
Specific Plan EIR. The site is to be with a 11 a-room square feet of
fast food use and square feet of retail uses. 1 ~ 1 the of the site in
to the and 1 -2 illustrates the site
The area includes the and intersections near the site and those locations
where traffic is forecast to use as egress for the access to the
site is the San which extends in a
to southeast orientation in the site. This is a
that extends and links Seal Beach with communities of
and Costa as well as more distant
Los occupancy vehicle lanes are on the 1-405
access to the site is via the Seal Beach
Boulevard/I-405
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The
local
the
Coast
Plan
of Seal
streets
and
Beach
The
access the
Boulevard
the
of Seal Beach
for
lanes to
Beach
site and
Avenue and
to the
for project land uses was derived
(see Reference 3 at the end
street system based on area and
the Institute of
Project traffic was
site access and
The
site access was reviewed in terms vehicular access,
lanes at access locations.
the construction
of
terms used
this
are defined below to
their
ADT Traffic.
volumes a
to measure the
on a
CMP
A state
program
the Los
(MT A) that
decisions.
based
LOS
a for land use
Level of Service. A scale used to evaluate
on leu values or
of
945003rpt.doc
in which the
7 AM - 9 or
number of
Peak Hour
This
the PM
vehicle
to the hour
the AM
3 PM = 6
are
a
land use or are
on a
A
location.
measure
the
tri ps
and
a
vIe
to
utilized
is
to describe the percentage of
traffic on a of an arterial or
existing or
VPH
Per Hour. Used for volumes or and
estimates. Measures the number vehicles in a one-hour
the AM or PM hour.
1.
2.
Plan
" Final Report, RBF
Research
2003.
3.
of
D.C.
2002.
4. "2001
I
This
describes the
setting for the traffic
The following section describes
study area
traffic
in the
area
a
by the San
in the vicinity
and links Seal
and Costa Mesa, as well as more
lanes are
which
access to the is
extends in a northwest to southeast
facility is a that extends
communities of Westminster,
distant Los
provided on the 1-405
the Beach
access to the proj ect site is provided
The
Westminster
local network of streets the
Seal Beach and Pacific Coast
Plan
area consist of
Seal Beach
six-lane divided
is
that borders the
as a
on the
of Seal Beach
ramp merge lane& From the 1-405
six travel lanes.
south to
is not allowed
The
50
limit on Seal Beach Boulevard is SO miles per hour
Westminster Avenue and Lane and 45
north of Westminster
Lane.
Westminster Avenue
Avenue is an east-west oriented the
site to the north. Westminster Avenue is as a Arterial in the MP AH
and the Element. It is a divided to the
site. is not any in the study area. The limit
on Westminster A venue is 40 in the eastbound direction and 50 in the direction west
of Seal Boulevard and 55 east Beach West Road A, the
limit is 50 mph.
Access to
Beach Boulevard. The
to serve the
Area is
from
Avenue and Seal
A venue is
the
use. Two access locations are
Beach
from Seal
and the second at the
One at
at the
site.
will serve the hotel use in
serve the retail and food uses in
area to the west.
Area 4. The
to the
The two
at Road 'c'
AM
PM
future turn movement volumes from the
hours are illustrated in 2~ 1 2-4.
Plan
EIR for the
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in terms of its
on the
is
chapter
and the
the
area
is
The proposed hotel and retail encompasses 4.47:t acres
of Seal Beach and Westminster Avenue, as
Boeing Specific Plan Project EIR. The site is to be a 110=room
fast food use and square feet of retail uses.
west of the
Area 4 in the
square feet of
Access to the
site
Area
is
from Avenue and
from Westminster Avenue is
Beach
the
to serve the hotel use. Two access are
Beach
from
and the
at
at the
at the
site.
'c'
serve the hotel use in Area 4. The
serve retail and fast uses in addition to the
area to west.
The two
at
The rates used for the Area are from
the rates for a food land uses in the of
Generation , 7th Edition. the
a reduction for Table 3=1 the
for the and compares it to in the
Plan EIR for the same area.
Table 3-1
PROJECT TRIP GENERATION SUMlMARY
AM PEAK HOUR PM PEAK HOUR
LAND USE AMOUNT UNIT IN OUT TOTAL IN OUT TOTAL ADT
BOEING SPECIFIC PLAN PROJECT EIR- PLANNING AREA 4 (reference 1, end afChapter 1.0)
TRIP GENERATION(l)
Hotel (ITE 312) 120 Room 41 29 70 44 30 74 870
Shopping Center (ITE 820) 12.5 TSF 28 18 46 76 83 159 3,990
Quality Restaurant (ITE 831) 10.0 TSF 7 1 8 50 25 75 1,790
High Turnover Rest (ITE 831) 10.0 TSF 48 45 93 65 43 108 ...2QQ
TOTAL 124 93 217 235 181 416 7,550
Less Pass-By(2) :.Q :Q :Q -76 -58 -134 :U2Q
Net Trips 124 93 217 159 123 282 4,860
PROPOSED PROJECT - PLANNING AREA 4
TRlP RATES(3)
Hotel (ITE 310) Room .34 .22 .56 .31 .28 .59 8.17
Fast Food (ITE 934) TSF 27.09 26.02 53.11 18.01 16.63 34.64 496.12
Retail (ITE 814) TSF 0 0 0 1.19 1.52 2.71 44.32
TRIP GENERATION
Hotel (ITE 310) 110 Room 37 24 61 34 31
Fast Food (ITE 934) 3.148 TSF 85 82 167 57 52
Retail (ITE 814) 16.125 TSF Q Q. Q. 19.1i
IQI~!:.._._____._.~___....._._._._._".__________g~_"._.J.Q~___.._.~~~__."~____11Q.__<N2~
65 899
109 1,562
44 ill
208 _..._..._....._.~.?J.7.~
(l)Source: Trip Generation 6th Edition, Institute of Transportation Engineers, 1997.
(2)Source: Trip Generation Handbook, published ITE October 1998. To account for trips which come directly from the
everyday traffic stream (Le., existing traffic on Seal Beach Boulevard and Westminster Avenue), the following average
Passuby Trip Percentages were utilized to estimate PM peak hour pass-by trips:
Retail Shops: 34% Quality Restaurant: 44% High-Turnover Restaurant: 43%
(3)Source: Trip Generation 7th Edition, Institute of Transportation Engineers, 2002.
for the
IS
area.
than
the
the
same
the
In order to traffic to the
distribution of the project was estimated and
traffic were based on traffic
location of other in relation to the proposed
are in Figure 3~ 1 with the
hours illustrated in 3-2 and 3-3.
area roadway
area roadway and access
distribution
traffic volumes for AM and PM
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This addresses the
Avenue to dedicated
are discussed and
of Seal Boulevard and Westminster
to the
for
access are
4 at the end
lane when conditions exist
of the outside lane is at
vehicles are assumed to utilize
turn traffic is to the
at that is assumed. If
a flow rate of 1,700 vehicles per
the lane is not
The lane and for this location are illustrated in 4-1.
Westminster Avenue has an eastbound curb lane width of 23-feet which accommodates a travel lane and
bike lane. or is on Westminster A venue the Based on
the 2001 lane is assumed at this location traffic. For
purposes, eastbound vehicles at this location are able make a turn without the
need for a lane.
1 ...
eastbound
4-2 illustrates the lane
to
that includes
with transition.
for
the
t
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86'
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1861
194'
200'
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removal of four mature trees with possible to a fifth, the relocation and reconstruction of a catch
basin, relocation of the bus stop facilities and acquisition of right-of-way (southside) to
accommodate the turn pocket, transition, sidewalk and landscaping.
2-
Figure 4-3 illustrates a modified alternative where a flared curb return would be constructed
providing a larger turning radius resulting in some additional area for eastbound right-turning vehicles to
exit the traffic stream. This alternative would result in the loss of as many as two trees. Also, there
would not be a need for acquisition of additional right-of-way (southside) to accommodate the turn
pocket, transition, sidewalk and landscaping, 'nor relocation of the existing catch basin and bus stop
facility .
3~
An additional alternative, illustrated in 4-4, shows an eastbound striped right-turn lane
within the existing roadway width. This alternative would not result in the loss of any trees. Also, there
would not be a need for acquisition of additional right-of-way (southside) nor relocation of the existing
catch basin and bus stop facility. The on-site bike lane would end and become the right~tum lane/bike
lane (sign bicycle exempt from right-turn restriction).
The existing lane configuration and alignment for this location are illustrated in Figure 4-5. Seal
Beach Boulevard has a westbound curb lane width of 19-feet which accommodates a travel lane and
seven-foot wide bike lane. Parking or stopping is prohibited on Seal Beach Boulevard along the project
frontage. Based on the 2001 Orange County a defacto lane is assumed at this location for
westbound traffic. For analysis purposes, vehicles are able to make a right~tum without the
need for a dedicated lane.
Boeing Retail and Hotel Site Traffic Impact Study ~ Revised
City of Seal Beach
4-4
Austin-Foust Associates, Inc.
94500 3 rpt. doc
I
! :
i I
! I
i I
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Figure 4-6 illustrates the lane geometry that includes widening of the roadway (northside for
westbound traffic) to provide a 150-foot pocket with transition. This alternative would require the
removal of five mature trees, the relocation of a CATV service, relocation of a traffic signal standard
(northeast corner), and acquisition of additional right-of-way (northside) to accommodate the turn pocket,
transition, sidewalk and landscaping.
2
Figure 4-7 illustrates a modified alternative where a flared curb return would be constructed
providing a larger turning radius resulting in some additional area for westbound right-turning vehicles to
exit the traffic stream. This alternative would result in the loss of two trees and relocation of a traffic
signal standard. Under this alternative, there would not be a need for relocation of the CATV facilities or
acquisition of additional right-of...way (northside) way to accommodate a turn pocket, transition, sidewalk
and landscaping.
The existing lane configuration and alignment for this location are illustrated in Figure 4..8. Seal
Beach Boulevard has a westbound curb lane width of 19-feet which accommodates a travel lane and bike
lane. Parking or stopping is prohibited on Seal Beach Boulevard along the project frontage. Based on the
2001 Orange County an unofficial or defacto lane is assumed at this location for westbound traffic.
For analysis purposes, right-turning vehicles at this location are assumed to be able make a right turn
without the need for a separate dedicated right-turn lane.
1 -
at
Figure 4-9 illustrates the lane geometry that includes widening of the roadway (northside for
westbound traffic) to provide a 150~foot pocket with transition. This alternative would require the
removal of two mature trees, the relocation and reconstruction of a catch basin, relocation of the above-
grade sewer facility and acquisition of additional right~of-way (northside) to accommodate the turn
pocket, transition, sidewalk and
Boeing Retail and Hotel Site Traffic Impact Study - Revised
City of Seal Beach
4-8
Austin-Foust Associates, Inc.
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'c' at
Boeing Retail and Hotel Site Traffic Impact Study Revised
City of Seal Beach
4-9
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4-10 illustrates a modified alternative where a flared curb return would be constructed
a larger turning radius
exi t the traffic streamo This
would not be a
catch basin and Edison
in some additional area for westbound
vehicles to
would not result in
of any additional treeso Also, there
nor relocation of
of
sewer faciE ty .
Table 4= 1 summarizes the intersection
utilization (1 CD) for the intersection of Seal
Beach Boulevard at
dedicated
tic' under the
( defacto
and a
lane
lane. An examination of this table reveals that the leU value at this location
is the same without and with the dedicated lane.
Table 4-1
YEAR 2006 leU Sillv11\1ARY
INTERSECTION
Defacto R TL
AM PM
Dedicated RTL
AM PM
1. Seal Beach & Road 'c'
.40
.52
.40
.52
Level of service ranges:
.00 - .60 A
.61 "" 070 B
.71.. .80 C
.81 .90 D
.91 1.00 E
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This
a of the
retail and hotel
of Seal Beach~
and
of
Area 4 of
study
Plan
the
EIR in the
Specific
.
The
use and
Seal Beach
proposes is of a 11 O-room
square feet of retail use on a 4.471:. acre
and Westminster.
square feet of fast food
located west of the of
is less than the
.
for the
Specific Plan EIR for the same
not have additional
identified in the
area
nor additional
EIR.
. The
Beach
foot
of Seal Beach is of the
at the access locations to the
lanes and transition:
of Westminster Avenue and Seal
site to for dedicated 150-
o Westminster Avenue and Road 'e'
o Beach and Road 'e'
o Seal Beach Boulevard and
.
curb lane width at
lane that
movement volumes.
access locations
to
for a lane a defacto
and forecast
concllldes that of Westminster Avenue and Seal
dedicated lanes results in the removal of mature
and but does not any additional
that afforded the defacto lanes.
.
This
to
relocation of above-
or
945003rpt.doc
SUMMARY OF LEVEL OF SERVICE DESCRIPTIONS - INTERSECTIONS
In general, V Ie ratios cannot be greater than 1.00 for existing conditions, unless the lane capacity assumptions are too low. Also, if future
demand projections are considered for analytical purposes, a ratio greater than 1.00 might be obtained, indicating that the projected demand
would exceed the capacity.
LOS
DESCRIPTION
vIe Ratio
A
Delay - Very slight or no delay. If signalized, conditions are such that no approach phase is fully utilized by
traffic and no vehicle waits longer than one red indication.
Free Flow
Maneuverability - Turning movements are easily made and nearly all drivers find freedom of operation.
B Delav - Slight delay. If signalized, an occasional approach phase is fully utilized.
Stable Flow
Maneuverability - Vehicle platoons are formed. Many drivers begin to feel somewhat restricted within groups
of vehicles.
C Delav - Acceptable delay. If signalized, a few drivers arriving at the end of a queue may occasionally have to
wait through one signal cycle.
Stable Flow
Maneuverability - Backaups may develop behind turning vehicles. Most drivers feel somewhat restricted.
D Delay Tolerable delay. Delays may be substantial during short periods, but excessive back-ups do not
occur.
Approaching
Unstable Flow Maneuverability - Maneuverability is severely limited during short periods due to temporary back-ups.
E Delay - Intolerable delay. Delay may be great up to several signal cycles.
Unstable Flow Maneuverability - There are typically long queues of vehicles waiting upstream of the intersection.
F
Delay - Excessive delay.
Forced Flow
Maneuverability Jammed conditions. Back-ups from other locations restrict or prevent movement.
Volumes may vary widely, depending principally on the downstream back-up conditions.
Source: Highway Capacity Manual 2000, Transportation Research Board~ National Research Council
0.00 - 0.60
0.61 - 0.70
0.71 - 0.80
0.81 - 0.90
0.91 1.00
> 1.00
Boeing
City of Seal Beach
1. Road C , Seal Beach
2006 Defacto RT1 2006 with Defacto RTL
AM PK HOUR PM PK HOUR AM PK HOUR PM PK HOUR
LANES CAPACITY VOL vie VOL vie LANES CAPACITY VOL vie VOL vie
NEL 0 0 NEL 0
NBT 1 1700 .00 .00 NBT 1700 .00 .00
NBR 0 0 NBR 0
SEL 0 0 50 201 SBL 0 50 201
SBT 1 1700 0 .03* 0 .15* SBT 1700 0 .03* 0 .15*
SBR 0 0 7 59 SBR 0 7 59
EBL 1700 97 .06* 50 .03* EEL 1700 97 .06* 50 .03*
EBT 5100 1327 .26 1348 .26 EBT 5100 1327 .26 1348 .26
EBR 0 0 0 EBR 0 0 0
WBL 1 1700 O. .00 0 .00 WBL 1 1700 0 .00 0 .00
WBT 3 5100 1315 .31* 1487 .31* WBT 3 5100 1315 .26* 1487 .29*
WBR 0 0 262 114 WBR d 1700 262 .15 114 .07
Clearance Interval .05* .05* Clearance Interval .05* .05*
TOTAL CAPACITY UTILIZATION .45 .54 TOTAL CAPACITY UTILIZATION .40 .52
2006 with Dedicated RTL
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL vie VOL VIC
NBL 0 0
NBT 1700 .00 0 .00
NBR 0 0
SBL 0 50 201
SBT 1700 0 .03* 0 .15*
SBR 0 7 59
EBL 1700 97 .06* 50 .03*
EBT 5100 1327 .26 1348 .26
EBR 0 0 0
WBL 1700 0 .00 0 .00
~lBT 5100 1315 .26* 1487 .29*
WBR 1700 262 .15 114 .07
Clearance Interval .05* .05*
TOTAL CAPACITY UTILIZATION
s
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hibit 28
in a
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Appendix D
Environmental Site Assessment
L
.
.
.
.
were
.
7
TECHNICAL MEMORANDUM -PHASE I ESA AND PHASE II INVESTIGATION REVIEW
PAGE 1
.,
.
.
1#
II
1#
..
LOT 7 BOEING SEAL BEACH FACILITY
TECHNICAL MEMORANDUM -PHASE I ESA AND PHASE II INVESTIGATION REVIEW
JUNE 2005
PAGE 2
are
(I
.
..
.
(I
.
.
LOT 7
TECHNICAL MEMORANDUM -PHASE I ESA AND PHASE II INVESTIGATION REVIEW
. PAGE3
LOT?
TECHNICAL MEMORANDUM -PHASE I ESA AND PHASE UINVESTJGATION REVIEW
PAGE 4
Realty Corporation
15480 Laguna Canyon Road, Suite 200
Irvine, Califolllia 92618
Avocet Environlnental, Inc.
16 Technology Drive, Suite 154
Irvine, California 92618-2327
July 23, 2004
No.
No.
I
Mr.
Enclosed are two of the cOlnbined Phase I envirorunental site assessment update and
II investigation report for 7 at The BoeingCo111pany facility in Beach, California.
Additional copies of the report have been distributed as indicated below . Avocet El1vironlnental,
appreciates opportunity to be of service to and Boeing
you have any this or additional infonnation, please do not hesitate
to call.
{JMfJ~ ·
Philip Miller,
Principal
Enclosure
Distribution: Addressee (2 copies)
M. (4 copies)
(1 Copy)
S:\Projects\JOOl Boeing & BReW5 Seal Beaf..'lr\Lol 7\Ph 1 II ESA LvI 7072204.doc
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Page i
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1 $ 1 OVER VIE W ........ ~ · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3
1.2 PHASE I AND PHASE II INVESTIGATION OBJECTIVES .U..HU.............u...~............ 4
1 .3 Ap PRO A CH ..... . . . . · . · · · · · · . ~ . · · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . ~ . . .. 5
1 . ..... ..... .......... ."........ ....... .............~.....~ ...... ................... ...... ......... ......... 5
1.5 ......................................................................."........................6
e1!l011l e Iil El'. lillilllO l!ll!l 110 ell e eel) III m e c co 00 e lilelil elll & m.e&11l0 I'll fi> Gee Ii} e e mGe e 7
FA CILITY L 0 CA TI ON ......................................................... ~ . . . . . . . " " . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7
FACILITY ......"".........""................................."..."...."........................"........ 7
D ESCRIPTI 0 N OF LOT 7 ...."."......."...".".......""...."........."..................".".............."......."...."..". 7
2.4 PHYS 100 RAP HI C.. . . . . " ~ . . . . . . . " " " . " . . . . . . . . . . . . " " . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . " . . . . . . " . . " . " . . . . . . . " . . .. 8
H YD R 00 EO LOG Y ...... ~ · " . · · · · · . " · · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . . . . . . . " . . . . . . . . . " . . . . . .. . . . . . . . . . . . " . . . . . . . " . . . . . . . . .. 9
1 .. . . . . . . . . . " . " . . . . . . . . . . . . . " . .. " . " . . . " . . . . . . . . . . . . " . . . . . . . . " ~ . . " . . . . . . . . . " . . . . . " . . . ." 9
" . . · . · · · ~ · · · · . . . . · · · · · . · " · . . " · · " . · . . · · . · " · · . . . · " · · · · . · ~ . . '. " ~ . . . . . . . . . . . . . " . . . . . .. 1 0
lIIe I) '" lIIe 00& <:I e III e III e e & e e G0t:! III eo e ee III e eee e ee eeli' ee Eilli III e e EiI file lI!lll'ee iii liI9 6 !II 196 eeee@elll0 @IIIGIII
3.1 STAND ARD FEDERAL " . " . . . . . . . . . . . . . . . " . . . " . . . . " . . . . . . . . . . " . . . . " . . . . . . . . . . . . . . . . . . . . . . .
3.2 FEDERAL SUPPLEMENTAL RECORDS .....00....00................................................... 13
3.3 .... ...... .......... ... ......... .......... ......e...... .............."......
3.4 SUPPLEMENTAL RECORDS .................................................................... 16
3 . 5 PRO P RIET AR y RE VIE WED. . . . . . . . .. . . . . . . . . ~ .. . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . .. 1 7
SUMMAR Y · . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . . . " . . " .. . . .. 1 8
1
4.2
I
EMPLOYEE AND OTHER INTERVIEWS ............................................................".............. 19
CURRENT SITE CONDITIONS.............."........................................................................... 19
U:SNWS ACID WASTE LINE .........~............"..................~....".......~......."......'..~................ 20
ADJACENT AND NEARBY PROPERTIES............."............."...........................".................. 21
4 . 4. 1 Lei '5 U r e W or 1 d to North............................................... '. . . e . . e . . . . . . . . . . . . . . . . . . . . . . . . . " . .. 21
COlnmercial Properties to Northeast..................................... ~......................... 22
7 6 S ta ti on to Northeast....... ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
to
c;.. 0 Itl: o.co Ill' -Ct Cl C C v C! 10 'Ill -'C-" c...c ~. tlo.1i lil l).II\: ~... It e b (; 13 a--c 11 'II: '8 ~ I;- -0 ~ V Q 1!1 ~ tl- 'I:t D a.,.-e" e fI' CI e C1. 'Co.CI Q ill" Ii fJ G G Ii II;'
4.4
Res tall ran t s toE as t . . . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . .
Boeing Seal Beach Facility
Seal Beach, California
Page ii
2004
4.4 . 6 C he vr 0 n to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " . . .
4.4. 7 B 0 e iI1g F ac i 1 i ty to We st. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . " . . . . . . . .
5.1 ENGLAND GEOSYSTEM INVESTIGATION, SEPTEMBER ....n...........u......................
1.1 .............................................................................
5.1.2
1.3 ....................................................
5 . 1 .4 E 1 e vat ionS urv e y ....................................................................... 2 7
5.1.5 Analysis Soil and Groundwater Salnples ................................... 28
AVOCET II INVESTIGATION, MAY 2004 ..................90........................................28
5 1 Drilling and Soil Sampling ..................................00.......................................u 28
5.2.2 Abandonme11t and Restoration ....................................................
Location and Elevatiol1 Survey .u........u..........u.........u........u..u.............n.......
Chemical Analysis of Soil and Samples ....n................&O..,......... 29
6.1 NEAR-SURFACE SOIL AND GROUNDWATER CONDITIONS ......... .... ....H..n....u... co.. ........ 31
6.2 ORGANIC COMPOUNDS IN SOIL........u........u....................................u..........................31
CO MP ,0 lJND SING R 0 l]N'D W A TE R .... . " . . . " . . " . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . . .
6.4 pH AND METALS IN SOIL.........................."...................".................... . . . " . . . . . . . . . . . . . . . . . . . . . .. 32
'6.. 5 pH AND METALS IN G RO UND WATER. . .. . . . . . .... . . ". .. .. . . .. .. . . .. ... .... . . . .... . . . . . . . . . . . . .. . .. .. ... .. .... .. ... 33
As B E S TO S IN SOIL..........."......".."......"."............."..".........."."..".......... '. " . . . . . . " . . . . . . . . . . . . . " " . . . . .. 34
TABLES
FIGURES
APPENDIX A: THE EDR
B:
MAP WITH
AND DP0015
PREVIOUS
Lot7
Boeing Seal Beach Facility
Seal Beach, California
Page ii i
Table No.
1
2
3
Figure No.
1
2
3
4
TPH ill
Soil and Groundwater
Metals and
Soil and Groundwater Sall1ples
Facility Map
Facility
7
Hydrogeology
Boeing Seal Beach Facility
Seal California
Phase I ESA
Pageiv
Lot 7
bgs
EPA
lng/kg
lng/l
Insl
TEM
TTLC
l-l g/kg
Public Warks
level
Inethod detection lilnit
methyl ethyl
Ini IIi graIns
Inilli graIns
mean sea level
methyl tert-butyl
Orange County Health
polychlorinated biphenyls
portable document format
fuels, oils, or
practical quantitation lilnit
preliminary goal
polyvinyl
right-of-way
City of Seal ach,
SeVeITI Trent Laboratories
soluble threshold lilnit concentration
soil vapor extraction
selnivolatile organic cOlnpollnd
trichloroethy lene
Tait Environmental Managel11ent,
total petroleum hydrocarbons
total threshold lilnit concentration
microgralTIS per kilogram
Boeing Seal Beach Facil ity Page v
Seal Cal iforn ia
jlg/l micrograll1s per liter
Unified Soil Classification System
USNWS Naval Weapons Station
underground tal1k
volatile
Boeing Seal Beach Facility
Seal Beach, California
Page 1
plans to redevelop certain pOrtiOll~ of
Geosysteln, Geosysteln) EnviroTIlnental,
along its attachments, is intended to serve as a "stand-alone,"
Phase II investigation report for Lot 7.
I ShOWll that used
and (for a short office it was
land in the 1 Based on available dOCUlnentation, are no indications that potentially
hazardous materials have llsed) stored, handled, or disposed withil1 7. Moreover, none
of the potential offsite sources of contamination observed by Avocet or identified via a searcl1 of
governlnent databases appear likely to have the subsurface beneath 7.
The only of potential environmental concenl or near 7 are a disused acid waste
line that at Naval (USNWS) a USNWS
railroad easelnent WS waste luns within
the easement property line within the
W estlninster Avenue
possible
environment has
from a series of
techniques.
permeability
from 16 to 1 7 feet.
In
of USNWS waste line subsurface
investigated by collecting soil salnples
drilled using a combination of hand augering direct=push drilling
soils encountered duriI1g the Phase II investigations were generally low
silty sands. beneath 7 was encountered at depths ranging
on the nature soils and the slow accumulation of
Inovement through tIle near-surface soils is expected to
Several of soil groundwater analyzed during England II
investigation contained low concentrations acetone. Absent any known sources of acetone
and considering llniformly low concentrations, the acetone is believed to be a samplillg or
laboratory artifact no significance is attached to its reported presence. results of the
Phase II investigations show that background selenium and thallium are
generally higher than those repolied elsewhere in California. The findings of the II
investigations targeted at the two features of possible concern are sllmlnarized below.
~ Soil and groundwater salnples collected from
of the S waste were analyzed for volatile organic cOlnpounds
Lot 7
Boeing Seal Beach Facility
Seal Beach, California
Page 2
Inetals, and pH. Although very lowof celiain
and aromatic were reported in the soil and groulldwater samples, these
cOlnpounds are not consistent with tIle types of wastes reportedly
it is lTIOre likely are
infiltration of runoff the
concentrations were estimates onlYe results of the metals
suggest locally elevated concelltrations of lTIolybdel1ull1 soil near certain
segments of the pipeline. However, no elevated concentrations total or
hexavalent chrolnium, lnetals lTIDst likely indicative of a release from
pipeline, . were While it is possible the locally
concentrations could be attributable to' froln the pipeline, the impact on'
groundwater is negligible and both soil and groundwater are near neutral to
alkalinee Irrespective of their source, none of repoliedor lnetals
concentrations are concern fraIn a or
perspective and no additional investigations are recoInmended.
e Soil salnples collected frOITI the three borings drilled within the USNWS
easement contained very low or non-detectable concelltrations of but did not
contain detectable concentrations of or asbestos. None of the
Inetals soil samples collected the USNWS railroad
easement are considered elevated. reported concentrations are not of
concern from a human health or environlnental protection perspective and no
are
The Phase I update and P11ase II investigations dOCUlnented in this report show that the
ilnpact of and its predecessor's use of 7 on subsurface environlnent has
negligible. Similarly, the impact of tile fOfIner acid waste line and the USNWS railroad
on tIle subsurface has been negligible. Based on the data presented and discussed in
this report, it is the professional of Avocet Environlnental, that ill 7
are unlikely to pose a threat to workers involved in COl1struction and of new
structures and support facilities and/or future occupants of the redeveloped parcels. No further
investigation or remediation is recoffilnended Lot 7.
ES~L\
and Pbase II
Lot 7
Boeing Seal Beach Facility
Seal Beach, California
Page 3
1
updates previous Phase I environlnental
Boeing COlnpany (Boeing) facility in Seal
7. Avocet
Corporation
on
sale or redevelopment of
In'
the
4 is
repoli. 7 is a fonner employee
location of Beach
location of 7, is presented
As
facility four discrete areas
more COlTIlTIOnly referred to as 7 is
parking area located northeast comer the facility.
facility is shown in 1 and a plan oftl1e facility, showing
20 A larger scale 7 is 3.
IESA
and Phase II
Lot 7
Boeing Seal Beach Facility
Seal Beach, Califo111ia
Page 4
II
of the USNWS acid waste line.
were located in 7 c The locatiol1S of
In early retained Avocet to complete II investigations in Lot 7.
Specifically, retained Avocet to investigate the possible impact, any, of the USNWS
railroad on the subsurface environment. Avocet's Phase II investigation consisted three hand-
augered borings, 1001, 1002, and 1003, within railroad easement. The
locations 1 , 1002, and are 3.
This previously issued Phase I
England Geosystem and Avocet Phase II investigations in
attachments, is intended to serve as a "stand-alone,"
7.
along with its
and II
AND
The overall of the I update and the Phase II investigations docUlnel1ted herein is
to evaluate land use in Lot 7 IllOst recent Phase I and to investigate areas
within Lot 7 where potentially 11azardous materials could present the sllbsurface
environlnent. Specific objectives were:
7 since TEM's
31, 2001
In
e Identify areas where hazardous materials cOlIld be present in tIle subsurface as a
of past use, storage, handling, or disposal or near 7.
· I11vestigate subsurface conditions in any such areas to assess whether hazardous
Inaterials are present.
a qualitative professional opinion regarding likelihood that conditions
Lot 7 could pose a threat to workers illvolved the construction al1d
and II
Lot 7
Seal Beach
Seal Beach, California
and
facilities,
of
1
objectives
(ASTM) Standard El
I
update included:
IS
entitled
AsseSSlnent Process."
of the history of
on 3 1 ,
7 since
1.
I
11108t recent
was
tl!
7
thorough walk-over
of
adjacent properties.
@ A review of potential off-site sources
subsurface enviroll1nent
contamination that could
Lot 7.
adversely
approach to tIle Phase II investigations by England and was based on the
findings of TEM's Phase I ESA and additiol1al plan review by England Geosystem. Both
A vocet and field
to assess whether hazardolls Inaterials are present in subsurface and, if so,
their nature extent. types of chemical analyses utilized
II investigations were based on the types of chelnicals that may have
7. The field investigation program included provisions for "step-ouf' investigations to
further delineate subsurface impacts, although no step-out investigations were necessary. The
Phase II investigations elnployed subsurface investigation and procedures
designed to generate representative and data use in decision the context
of sale or redevelopment of 7.
Phase I update for Lot 7 was in general accordance with current ASTM
practice (ASTM, 2000). TIle resulting findings are based on the information available to Avocet
tIle sources cited; however, Avocet makes no warranty regarding the accuracy or
cOlnpleteness of the information available. Moreover, tIle Pllase I does not include an
asseSSlnent suitability of 7 for its current or use(s). particular, this I
specifically excludes allY evaluation of geotechnical conditions, tIle stability of on-site or
adjacent slopes, seislnicity, flooding, and the possible impact, if any, of electromagnetic fields
associated with nearby electrical facilities. Also, this does not include evaluation of the
Boeing Seal Beach Facility
Seal Beach, California
Page 6
possible ilnpact of possible future
on adjacent or nearby
on subsllrface conditions or of
Phase II investigation involved the collection and chemical ana)ysis
and groundwater sall1ples at selected locatiolls. the absence of
at the locations investigated does not their presence elsewhere 7.
evaluation of the results the Phase II investigation is based on current
It should be regulations
guidelines are subject to periodic revision.
update and Phase II investigation on behalf of
liability associated
7 or parts rely
infonnation provided in this Pllase I a one
year froIn the date of issue. After one year, this I and Phase II investigation report
should be updated and, appropriate, an addendulTI isslled extending the period during which
this can relied upon. Avocet will not liable for any consequential damages arising
from the use of this Phase I update and Phase II investigation repoli for its intended
purpose or from unauthorized use by third parties.
Avocet conducted the Phase I
prospective
remainder of this I update a11d into
a of to
Phase I and Phase II investigations. Section 3.0 summarizes a search of govelTIlnent
databases to potential on-site and off-site sources of contalninatione 4.0
dOCUlnents the I update and Section 5.0 documents the Phase II investigations
performed Lot 7. Section 6.0 sUlnmarizes the results of the Phase II investigations.
Section 7.0 presents a slumnary and conclusions.
Supporting information is contained in tables, figures, and all of which follow the
text of this report contains a from a
of databases maintained by local, state, and federal government agencies. B
copies logs for Phase II investigation borings drilled in Lot 7 to a depth greater
than 10 feet & Appendix C is a Wl1ich contains an electronic version of this report in Adobe
Acrobat@ pOliable document format also contains copies of
February 24, 2000 and Decen1ber 31,2001 Phase I reports and copies of the laboratory
analytical associated with the Phase II investigations in Lot 7. copies of the
previous repolts and laboratory analytical reports have 110t been included because of their
volume.
I
II
and
Lot 7
Boeing Seal Beach Facility
Seal Beach, California
Page 7
to subject ipcludes
7, the facility's physiographic
boundary of the City of
Inlmediately to the north is Leisure
To east south east is the
Wildlife Refuge.
IS
flows to south
facility and the features
a lTIOre local basis, the Seal facility is bounded by Westlninster to the north,
Seal Beach to the east, Lopez comlnercial/industrial properties to the south,
Alalnitos to the west. mall-
Inade landlnarks vicinity include a Southern California Edison power plant and a
Angeles County wastewater treatment facility. plant and treatlnent facility are located
to
Seal facility occupies approximately 107 acres and features ten major buildings alld
nUlnerous smaller support buildings and support facilities. All of the buildings and the support
facilities are in Planning Areas 2 and 3 (Figure as is a Inajority of the associated
employee parking areas. western of the facility (Planning 1) is undeveloped,
fonnerly agricultural land. noted 7 was an lot
corner facility. Activities at the facility include engineering, testing,
and fabrication related to space defense business.
OF 7
Lot 7 is roughly triangular in shape and Occllpies a11 area approximately 4.67 acres (Figure 2).
It is bounded by W estlninster Avenue to the north, Seal Beach Boulevard to the south, the
USNWS railroad and a "strip lnall" to east, the active Boeing facility to the west.
According to a title report (Chicago
to February 2000 Phase I
Company, October 1999) included as an appendix
report, 7 was part of:
and
Lot 7
II
Boeing Seal Beach Facility
Seal Beach, CalifoIuia
Page 8
€tParceI2, in the City of Seal
shown on a 111ap filed in Bool(
Recorder
of Orange, of California, as
Page 4 of Parcel Maps, in the office of the
As Avocet understands
parcels, to as
7 will be subdivided at SOine
17, 18, 19, these
Lot No Area
17 0.83
18 0.83
19 0.94
20 2.06
Total 4.67
a regional physiographic context, the Beach facility is sitLlated on the coastal plain of
Orange Angeles counties, at an elevation of about 10 feet above mean sea level (ms!).
coastal plain is bounded by Santa Monica MOllntains to the north; the Puente
Mountains to Joaquin to
Sllrface in Coastal typically slopes gently westward, away fr0111 these
features, toward the Pacific the plain is to the west
the contact the
lTIountains to the north, south, and east.
the vicinity of the facility illclude Ranch to the northwest and
Hill to the south. These and other relief features along the coast are result of ground
surface uplift along the Newport-Inglewood fault zone. Ancient Ineandering of Santa Ana
Gabriel carved gaps tl1rollgh relief features, resulting in coarser
sedilnentary deposits (sands gravels) between lower Inesas.
have been named, from north to south, the
Talbert/Santa Ana Gap July 1967; and Yerkes, et aI., 1965). The Alalnitos Gap is the
low-lying area between Bixby Hill and Landing Hill, through Wllich the San Gabriel
drains into the Pacific locations of the regional physiographic features
mentioned above are shown in Figure
The Seal Beach facility is located on the flank of Landing Hill, which is believed to act
as a low permeability barrier to shallow groundwater f1ow~ On a regional basis, groundwater
beneat11 most~ if not all, of facility would to flow to west or
southwest, around the west side of Landing Hill through the Alalnitos However,
groundwater to east of facility would be expected to flow to the east or southeast,
the east side of Landing Hill and through the (Figure
and Phase II
Lot 7
Boeing Seal Beach Facility
Seal California
Basin
rocks.
some areas of
is a of
fresh water
fresh water-bearing alluvial deposits bel1eath the Plain of County range in
thickness [roIn 500 to 2,000 feet, depending on location. COllSist priInarily of
unconsolidated stream channel, Inarine terrace, and alluvial deposits of to age
1967). the coastal areas the individual fresh
units are clay and silt layers. These Ullits can identified and
between borings/wells alld have been given specific aquifer designations. III the inland area of
of Santa Freeway), the clay alld silt deposits are
individual thus, lTIOre difficult and
specific aquifer designations l1ave not made in n10st of inland area
1997).
an atteInpt to describe the cOlnplex sequence of fresh water-bearing sedilnents in the Orange
County groundwater basin, the California of Water Resources
into the Upper, Middle, and Lower aquifer systems July 1967). Upper
aquifer system is "comprised of all aquifers overlying the Main aquifer." The Main aquifer
cOlnprises the upper portion of Middle aquifer systelTI throughout lTIOst the basin.
of Middle aquifer system is as the Main"
"colored" water. The Main and Lower Main aquifers are referred to collectively as
the "principal" aquifer and have been logged at depths of up to 2,000 feet below ground surface
(bgs) many areas of the basin October 1997). The aquifer system was
identified by based on oil exploration-related electric logs, which indicate the presence
of a potentially high penneability, fresh water-bearing zone separated from the overlying Middle
aquifer systelTI by all lower permeability deposit. No production wells currently draw
water Lower aquifer systeln.
Upper aquifer
Balsa aquifers
is 800 feet on
aquifers of tIle lower Pleistocene-age Lakewood Fonnation. It also
I
Boeing Seal Beach
Seal Beach, California
Page 10
At and near the lTIouth of Ana Canyon, the Talbert and aquifers are present at
the ground surface an area known as Forebay. Most of tIle recharge to Upper aquifer
systelTI occurs the Forebay area. addition to natural Water
District recharges a substantial alllount of ilnported water highly sewage.
also injection barriers to seawater intrusion the fresh
water aquifers near the coast. At least one of injection wells is located within an
easelnent on the Seal Beach facility, imlnediately south of Westminster Avenue and west of
7. the Forebay groundwater the aquifer occurs generally
the however, the becomes confined
enters the Pressure area the basill. boundary between the Forebay Pressure areas is a
line that the areas where shallow can or cannot move
downward significant quantities to uppennost producible aquifer. Southwest of this
boundalY, the Pressure area, low-permeability clay and silt deposits predominate in the near-
Sllrface sediments, effectively confining underlying aquifers and significant
recharge"
the
bearing zones
groundwater.
context of subject
groundwater basin and is
no knOWll direct beneficial use
are that the facility is
by or water-
contain generally poor quality
Subsurface investigations have been conducted at the Seal facility for both geotechnical
envirorunental purposes. investigatiollS have included borings installation of
eight groundwater monitoring wells. The investigations have shown that the facility is underlain
by unconsolidated, primarily fine-grained and, l1e11ce, Iow-pelmeability sedilnents with varying
alTIOunts of fine- to coarse-grained sands to depth of about 40
Boeing Seal Beach Facility
Seal California
Page 11
bgs. The investigations to date have shown that or
groundwater occurs primarily sand alld silty sand soils at depths ranging from 13 to 28 feet
bgs.
II
Boeing Seal Beach Facility
Seal Beach, California
Page 12
was conducted
contract to
addresses used
sources of contalnination in or near
Environmental Resources lnc
A of databases were searched.
records search purposes were 1
A
The following
and sun~ounding
Standard federal databases were searched for
within distances:
to the site
~ The
selected
(National Priorities database identifies lTIOre than 1
priority cleanup under the Superfund Prograln.
sites
This database lists sites proposed for inclusion on the
database.
Comprehensive Environmental COlnpensation and Liability
database contains data on potential hazardous waste sites
to Environlnental by
states, municipalities, cOlnpanies, and private persons pursuant to Section
103 of the COlnprehensive Envirorunental C0111pensation Liability
database also contains sites are either
proposed for inclusion on or are on the sites that are the scree11ing and
assessment pllase for possible inclllsion on tIle
~ The
further relnediaI
database lists fOfIner
is planned (hence
sites
which no
database to waste with
Conservation and Recovery Act) corrective action activity.
@ The
database includes information on treatment, storage, and disposal (TSD) facilities,
Large Qllantity Generators (LQGs), Slnall Quantity Generators (SQGs), and
Corrective Action The database contains selected
infonnation on sites that generate, transpoli, store, treat, and/or dispose of
hazardous waste as defined by
II
Boeing Seal Beach
Seal Beach, Califoll1ia
Page 13
following
properties within
~ The database settlenlents
respollsibility and standards for cleanllp at NPL (Superfund) sites.
establish
site and
dOCUlnents a perlnanent relnedy at all
technical and health infoflnation to aid cleanup.
,~
~ The may delist sites frOITI the based 011 regulatiollS set by
National alld Hazardous Substa11ces Pollution Contingency Plans Sites Inay
be deleted if no further action is appropriate.
~ The
"pointers" other
include pes
Inforlnatioll Retrieval Systeln),
used to
enforcelnent cases for all environlnental statutes),
Injection Control),
Ilnpou11dlnents), Chelnicals in Commerce Illfonnation Systeln),
(medical waste transporters/disposers), and - The
database contains illformation froITI the (Federal Insecticide
Fungicide Rodenticide Act) and Substances COlltI'o! Act (rSCA)
Enforcement Systeln. is the Trac,king Systeln. The
was for the target
contains both facility infonnation and
contain more ot11er databases
COlnpliance System), (Aerometric
database
contains records pertaini11g to hazardous material spill incidents to the
of Transportation. The database was searched for the target
onI y .
is maintained by the
store or use radioactive lnaterials subject to licensing
The database was searched for the target property only.
It
includes infol1nation
to mines.
II
Page 14
@
database records to
order to recover relnedial action
a
@ The
and disposers of polychlorinated
such activities.
@ database includes federal land areas
than 640 acres and administered by the Department of Defense.
@Thisdatabase includes that are part of targeted
asseSSlnents, or addressed by cooperative agreell1ent recipients, for site cleanup.
Administrative Action
System database contains records of el1forcelnent actions under
pertaining to InajaI' violators and includes administrative and civil actions brollght
by The database was searched for the target property only.
facilities that
release toxic chemicals to air, water, and/or land in reportable quantities under
the Superfund Amendments and Reauthorization Act (SARA), Title III,
313. was Gilly.
~ The identifies manufacturers and
of chemical substances included on the Chelnical Sllbstances
list. The database was last issued on January 31, 1995 and
has no current plan to update or reissue this database. The database was
the property only.
q; EP A uses the
facilities
was
@ The records FIFRA and
inspections, violations, and enforcell1ent actions taken by or state agencies.
The database was searched for the target property only.
Standard state databases were
of
for records pertaining to properties
I
II
Boeing Seal Beach Facility
Seal California
Page 15
o
waste
database
~ The
database inforlnation on
accidental releases or spills.
database waste and substance sites, including
public drinking water wells with detectable levels of
substance sites selected remedial action, sites with known toxic Inaterial
identified through the abandoned site assessment progralTI, with underground
storage tanks (USTs) having a reportable release, and all solid waste disposal
facilities frOITI which there is known Inigration.
@ The database
listing of notices about any release that could ilnpact drinking water and
the to a potential health
e
database identifies sites suspected of
has not
@I'
disposal facilities or landfills.
dumps failed to Ineet
disposal sites.
database IS an solid waste
Inay or inactive facilities or open
Section 2004 for solid waste landfills or
tl staff and the Regional Water Quality
(
inventory of waste managelnent units. of the
Scheduled Information,
Waste Management Unit Information, Program Information, SWAT
Report Surrunary Information, Chapter
(fonnerly Subchapter 15) Info11nation, Parameters,
Program Information, Program Closure Information, a11d
Interested Parties Infonnation.
TIle
is an inventory of reported leaking UST sites or incidents.
database
database
I
and
Lot 7
II
Boeing Seal Beach Facility
Seal California
databases,
I of alld InllS!
databases i11clude sites at
e The database is part of
California contains properties or
unconfinned releases for which oversight has requested with an
agreement to cOlnpensate for its costs.
e on
Indian land.
database lists sites with USTs on
e
contains active
.
IS a
The following ASTM Supplemental state databases were searched for records pertaining to
of subject
IS
database is a list of dry cleaning-related facilities, although not
cleaning facilities are included in this database.
· The
Discharge
state. The
database contains records pertaining to sites for which Waste
have been issued for discharges of waste to waters of the
database was searched for the target property only.
@ the
one of the methods used by
to are
to protect the public from llnsafe exposures to
Boeing Seal Beach Facility
Seal Beach~ California
Page 1 7
II
hazardous substances and wastes. The
propeliy
was
for
database lists and proposed school sites
for possible hazardous material contamination.
stauIS.
t11e envirODlnent or to public health.
has granted no further action
the is not a threat to
tIi
database includes infollnation on toxic
Resources Board and
database was searched for the target
local air pollution
propeliy only.
@ database lists properties that do not require site Initigation
progralTI oversight but which have referred to another state or local
regulatory
database is a list of properties needing fuliher evaluation, according to
Sites this database are of being to
assessed using protocol.
California
database of "active
Quality
investigations~ "
tIi database identifies hazardous waste hazardous
waste treatment, storage, and disposal facilities state of California.
Inclusiol1 in the database does not indicate that a release or violations
have at a
proprietary databases were
within ASTM-standard distances of the subject site:
to
fj IS an proprietary database developed frOITI
collections of business directories. It is noted that the database does not
differentiate between cleaners that use solvents on site versus those that function
as drop-off and pick-up locations.
.@
IS an
proprietary database of coal
manufacturing
Boeing Seal Beach Facility
SealCalifomia
The potential off-site sources of contalnination identified tllrough search of governlnent
databases were essentially the same as those identified previous searches and Vista
Information Solutions, under contract to February 2000 and December 31,
1, offsite sources of potential concern were:
If} The Boeing
@ Chevron station at 2950
@ Union 76 station at 13980 Seal
@ USNWS Seal Beach
· Leisure
A venue
BOlllevard
at 1280 Golden
The database listings for sites and available i11foflnation are discussed in 4.0,
however, it is none of offsite SOllrces listed above are considered likely to have
ilnpacted the subsurface environll1ent beneath Lot 7.
and Phase II
Lot 7
Boeing Seal Beach Facility
Seal Califonlia
p
I
Phase I
(based in part on
a
included an evaluation of potential offsit~ sources of contalnination
govelTIlnent database search), interviews current
survey 7 and adjacent
AND
Infonnation related to the l1istory of
was issued was obtained from current
facilities al1d/ or
31, 2001 I ESA report
elnployees at the Seal Beach and Huntington
to illvestigate. Information was obtained [roIn:
· GasIni (Seal Beach)
Fidel (Seal Beach)
@ Mr. Wayne Holt (Seal Beacl1)
addition, infonnation on sewage lift station in the southeast COIner of
from with the of Seal Beach Mr.
contractor, Contracting infonnation
above is referenced, as appropriate, throughout the remainder this
7 was obtained
the City's
the persons listed
Avocet a survey of 7 on 15, At Avocet
persolli1el noted that Lot 7 is partially cordoned off to prevent its use. The parking stops
have been relTIoved but the parking lot lighting poles are still present. several areas, the
asphalt paving is broken up and disturbedo on personal with Victor
GuttielTez, understands that disturbance to the asphalt is related to
telnporary storage of office trailers and modular buildings at Lot 7 two or three months in
1 Specifically, office trailers buildings were shipped
stored at Seal being moved to the
pavement was damaged while nloving the into and out of
of office trailers is also the reason the parking stops were removedv It is noted that the asphalt
paving was not repaired based as Lot 7 was essentially surplus to requirements and was not
actually being llsed for employee parking at the timeo
A new sewage lift station was installed in the southeast corner 7 by City of
early 2004. According to Mr. Clarke, with Clarke Contracting Corporation, the new
sewage lift replaced and upgraded an sewage lift station at the same location.
new lift features a natural to pump(s)
in the event electrical power supply is intenllpted. It is noted that the original sewage lift
and
Lot 7
Boeing Seal Beach Facility
Seal Beach, California
Page 20
was not with a standby sewage
station is within an easelnent on Boeing's property and will relnain in place during and after the
Lot 7 ~
former employee parking area in 7 is separated from Inall
railroad easelnent. 40-foot wide easelnent a rail
side of Westlninster A vellue to the USNWS Seal 011 east side of Seal
of the former railroad ties have relTIoved and the entire
ease111el1t is unpaved. easement is partially overgrown with weeds and features wind-blown
trash and Avocet personnel did not observe any unaut110rized
dun1ping or i11dications that hazardous l11aterials have beell used or within the fanner
railroad easement. Although there are no visible expressio11S at ground surface, t11e USNWS
waste is located within the railroad easelnent. available to
waste IS
s
TEM repolied (December 31, 2001) that an waste line (also referred to as an industrial
waste line) was installed between the former manufacturing facility at the USNWS to
east of the Seal facility River to the west. the
USNWS are shown 1. waste line was to
have routed wastewater containing sulfuric acid and hexavalent chromium from the Saturn-II
to the river. to 31, 2001), files at Los
the current Boeing facility, adjacent to Westlninster Avellue." went on to note
that a from the acid waste line May 1967. The location of the leak is not clear
from TEM's report, although, as discussed below, a leak l1ear tIle Los Alalnitos Basin
(Figure 1) was subsequently investigated pipeline was decomlnissioned.
Bechtel National, Inc. (Bechtel) conducted a RelTIOval Evaluation (RSE) for the
the Navy 31,2001). purpose of the was to evaluate
presence or of chelnicals concern ill facility structures, process
soil, and groul1dwater. Liquid and sediment salnples were collected inside the waste
line and analyzed for volatile organic cOlnpounds (VOCs), phenolic cOlnpounds, and metals,
inclllding hexavalent chrolnium. Trichloroethylene (TeE), trichlorotrifllloroethelle,
tricll1orophenol, dinitrophello1, pentachlorophenol, hexavalent clrrolnium, aluminuln, antilTIOny,
arsenic, cadlniuln, chrolniuln, lead, manganese, nickel, selenium, and thalliulTI were reported in
the acid waste line samples at concentrations above the established screening criteria
December 31, 2001). However, Bechtel gave no indication that waste containing or
other compounds was released adjacent to or has ilnpacted the Seal facility~
III 1997, Battelle and its
Decernber 31, 2001).
the acid waste
the vicinity of break identified
Boeing Seal Beach Facility
Seal Beach, California
Page 21
Lot 7
selnivolatile organic compounds
petroleU111 hydrocarbons
or concelltrations were reported in Inetals were
approxilnately equivalent to background values, and ranged froln. 3.6 to on these
restllts, theCloSllre Repolt concluded that tIle in the vicinity of at
Alalnitos did not to been ill1pacted possible releases frOITI
acid waste 31, 2001).
decomn1issioning activities, which included cleaning and capping the
fOlIr additional breaks were between the facility the
The locations COi11cided with the locatiol1 of storm drain catch basins believed to
i11stalled by of after the USNWS acid waste line ceased
operation. As reported Battelle's Closure Report 31, 1), there is
110 way of knowing whether the COlltained residual fluids at the tjlne were
installed. Battelle's recomlnended soil sampling vicinity of these breaks.
England Geosystem's review of the original facility blueprints shows the acid waste line was of
4-inch asbestos concrete. The line was pressurized, presulnably by a
pump at USNWS, as opposed to a gravity drain line. TIle drawings also show that the
IninilTIUm cover specified over the line is 3 feet. Perhaps lTIOre ilnportantly, the drawings show
that waste is associated with Avenue
(Figllre 2), which bounds the facility to the nortll. the southern boundary is
also nOlihem facility bOllndary, lTIOst of the acid waste of
7 of waste
runs within the USNWS railroad easelnent along the eastell1 boundary of Lot 7 (Figure 3). As
such, linear of the inactive acid waste line is on property.
Properties adjacent to or near 7 include
the USNWS to east and southeast, a
Seal facility to west.
COll11nercial prelnises to
the of
north,
active
Leisure Warld Seal Beach is a large residential retirement community developed ill the
19608 agricultural land. Leisure Seal appears several .of the
government databases searched by under the listing "Golden Rain FOllndation'~ at
1280Golden Foundation is a California non-profit organization that
manages and maintains Leisure Warld Seal and Leisure Warld
is listed as a
and
the database, although it is
and Phase II
Lot 7
Boeing Seal Beach
Seal Beach, Cal ifornia
Page 22
110 violations. Most of the other listings appear to be related to an
Seal of the station
within tIle Leisure World comlTIunity is not clear; however, the 1999 aerial included
2000 I indicates it was not near
listing peliains to waste oil aqlleolls solutions containing halogenated compounds.
origin of the l1alogenated organic compollnds is not clear infolmation
listings to used to store waste oil,
fueL is to a waste
to the waste oil release is provided database other than that
and database listings are probably to
listing.
011 the above, it appears that there has a
witllin the Leisllre World residential cOlnmunity. However, given the
the release and the i11tervening distance, there is no reason to suspect
World is likely to ilnpacted subsurface conditions beneath Lot 7.
Ina terial
nature of
at
to
the northeast of Lot 7, and east of WarId, are a single-storey
two-story office street addresses of are
and Westminster Avenue, respectively. Avocet conducted a walk-over survey the
accessible areas around these two bllildings on June 1 2004 but did not observe any indication
of the use, storage, or disposal of potentially Avocet
not any such as monitoring well vaults or
patched borings, at either Neither the post office nor the adjacent office building is
inclllded any of the databases by on above, is no
reason to that activities at post or the office are likely to
impacted subsllrface conditions beneatll Lot 7.
to
operational 76 station, at 13980 on northwest
corner of the Westlninster and approxinlately
1,000 east afLat 7. a walk-over survey of the 76 statio11 on June 15,
2004, Avocet observed several grollndwater lTIonitoring wells, vapor wells,
and patclled borings within the property boundary. Avocet persollnel also observed inactive soil
vapor (SVE) sparge systems at Union 76 stationc presence of wells
the systems indicates that petroleum products have been released at the
UniO!176 station. However, Avocet did not observe any indication of off-site investigations,
such as monitoring wells or patched borings, within the adjacent street or on adjacent
Union 76 station appears several of the govermnent databases searched by
nanles Unocal, Unocal #4970, and Tosco-76 # Specifically,
under the
76 station is
Phase I
and
Lot 7
II
Seal Beach F aci Ii ty
Seal Beach, California
Page 23
appears
is related to the
to tvvo
1986
and
and
at
and
on the intervening distance
gasoline releases at Union 76
the absence of offsite monitoring wells, it is unlikely that
have ilnpacted subsurface beneat11 7 ~
to
Developed in the 19408 31,), USNWS Seal Beach covers 6 square
miles, extending frOlTI San Diego (405) Freeway south to Pacific Coast Highway frDIn
Seal Beach Boulevard east to Chica Most of the USNWS is occupied by widely-
spaced lTIunitions bunkers served by road rail lines. However, the northwest corner, nearest
the facility, features the former Saturn II facility~ and groundwater
beneath USNWS Seal have been iInpacted by chlorinated notably A large
plllme 11as been delineated in shallow groundwater in northwestern corner of USNWS
Seal Avocet's interpretation of groundwater (Section 2.4),
plume to be Inigrating to southeast, away frOITI Seal Beach facility.
Moreover, the TeE plume is reported to be entirely within tIle boundary of the USNWS Seal
USNWS Seal is listed in the
Sites is to "suspected" contalnination.
to a release raw sewage when a sewer line ruptured.
be related to the groundwater contamination mentioned above~
databases. Cal
listing is related
database listing is believed to
on the and
it is unlikely that the groundwater contalnination at USNWS
conditions beneath 7.
flow
has ilnpacted subsurface
The strip mall to the east of Lot 7 features three single-story buildings; a Taco restaurant, the
Falnily Restaurant, and a lTIulti-tenant building. The Taco restaurant at
2900 Westminster A venue borders northern portion of the USNWS Seal railroad
easelnent It is a typical fast food restaurant with interior seating and a drive-through service
window~ Prilnrose Family Restaurant, at Avenue, is a lTIOre fannal, all
II
and
Lot 7
Boeing Seal Beach
Seal California
Page 24
restaurallt with no drive-through
backs onto
follows:
window. It onto
building features ten individual suites, as
Westminster Avenue Tenant as of June 2004
Street Address
2904 State FaITIl Insurance. .gent office.
2906 Vacant. Fon11erly occupied by Nails 2000 (see below)
2908 Away We Go Inc. Travel agent.
2910 Hudson's Hair Parlor. Hair salon.
2914 Kelly P. Shaw, DDS, Inc. Dentist's office.
2920 Beach COlnn1unities Physical Therapy. Physical
therapist office featuring prin1arily gym-type equiplnent.
2926 N e\v Feet. Specialty shoe store.
2928 Long Beach Press Telegraln. Local newspaper office.
2934 DOlnino's Pizza. Fast food restaurant.
2938 Nails 2000. Manicure facility and beauty salon.
Avocet conducted a walk-over survey of the accessible areas around the strip Inall buildings on
1 but did not indication of use, storage, or disposal of
hazardous Inaterials. Avocet person11el did not observe any indicatiol1S of subsurface
investigations, such as monitoring well vaults or patched on strip mall property. It is
that none of the street addresses with the Inall in of
governlnent databases searched by Based on the there is no reason to suspect that
activities at the restaurallts or other bllsinesses the strip Inall are likely to have impacted
subsurface beneath 7.
to
operational station, at 2950 A venue, is located on the southwest comer
of the intersection of Westminster approximately 1,000 feet
east of 7. a 15,
observed borings and five groundwater monitoring wells within the station
boundary. of the groundwater monitoring wells suggests a southwesterly
groundwater flow direction. Avocet also observed what appear to be vapor lTIonitoring wells at
each of the four comers of the pit. The of wells illdicates that petroleUITI products
have released at the sitec However, Avocet did 110t observe any indication of off-
site investigations, such as lTIonitoring wells or patched within the adjacent street or on
adjacellt properties.
The Chevron station appears in several of the
naInes Jiln's Chevron SVC, Seal West Chevron, Chevron 637,
Chevron Specifically, the Chevron station is included in
II
Boeing Seal Beach Facility
Seal California
Page 25
HIST UST, (twice), and (twice). The l11ultiple
to being under different names.
listillgS are to the generation of waste oil at tlle station.
listings are related to existing USTs at the site. The
a release of gasoline in 1986. The gasoline release ilnpacted "other
1986 resulted concentratiollS
5.7 mg/kg and 210,000 ~lg/l, respectively. current status of the
froIn the the databases
observe any indication ongoing
The
listings are related to
and involved
up to
station is not clear
personnel did not
Based on the intervening distance, it is unlikely that the gasoline release at the Chevron station
has ilnpacted subsurface conditions beneath 7.
facility in following databases by
(twice), COliese (three times), (three tilnes),
(twice), and The multiple UST, LUST, and Cortese listings are to
facility being listed under lTIultiple different names, including Rockwell International and
different variations of and lTIultiple addresses (2201 Seal Beach Boulevard and 2600
W estn1inster Avenue). database listing is related to a release of "cooling tower
sludge" whel1 a gallon drum was tipped over. database listing may related
to the discharge of neutralized acid waste. and HIST UST listings are related to
existing and fanner as are two of tIle Cortese listings. listing is related
to photoresist and photoprocessing waste. The listing is to air
emissions. The listings are related to releases of diesel fuel and gasoline, although it is
110ted that these releases have all been addressed and the associated cases closed.
All of database listings mentioned above pertain to activities and features in Planning Areas 2
and 3. None of the listings pertain to activities in or l1ear Lot 7. Based on the above, is no
reason to suspect that activities at the facility are likely to impacted
subsurface conditions beneath Lot 7.
II
Boeing Seal Beach Facility
Seal Beach, California
Page 26
have beell two II investigatiollS within, the of Lot
Septelnber 2003 and the second by Avocet in May 2004.
are and analytical
3. the II investigations are evaluated
addressed
2003); however,
England Geosystem's II investigation involved collection and analysis of soil and
grollndwater sa111ples from direct-push borings drilled and near areas possible concern
throughout the facility. It included two direct-push borings in Lot 7, DP0014 and
DP0015, both of which were targeted at the USNWS acid waste line discussed in Section
and 15 were drilled USil1g a of and direct-push
techniques. 10 feet of the were hand-augered as a precalltionary
Ineasure against unknown subsurface utilities. After halld-augering to 10 feet bgs, the borings
were to 24 feet using drilling equiplnent. direct-push was
to (Kehoe), of California.
a California-licensed drilling contractor (C57 License No. 786 163), used a pickup truck-
6600 equipped with 1.25-inch
Soil salnples collected while hand-augering at depths less 10 feet bgs were collected using a
diameter stainless steel sall1pler advanced using a geotechnical slide The
samples were collected in a 2-inch dialneter by 6-inch long brass salnple sleeve housed inside
sampler. soil samples collected during direct-push drilling, starting at 10 feet bgs, were
collected using a 1 diameter stainless steel sampler into the ground at intervals
varying from 2 t04 were contained in clear acetate sleeves (1
4 feet long) inside of the salnpler. At selected 6-inch long subsamples
were cut from acetate sleeves. Soil samples for possible chelnical analysis were ilnmediately
sealed (with s11eeting and plastic end caps), labeled, and on ice delivered to
the analytical laboratory. Strict chain-of-custody procedures were followed at all times from
sample collection to receipt by the analytical laboratory.
The soils during the drilling progran1 were visually classified accordance with the
Soil Classification System (USeS). Copies of the edited field logs recorded by the field
are B to soils were at
I
and
Lot 7
II
Boeing Seal Beach Facility
Seal California
Page 27
17
15. No soil
were
collected groundwater samples 14 or 15,
were first, because the rate groundwater
accumulation the Hydropunch@ screen was slow, the supervising geologist elected to
withdraw the Hydropunch@ sampling device install temporary well casings in direct-push
borings. Specifically, O.75-inch diameter, flush-threaded, polyvinyl chloride (PVC) well casings
were installed in or DPaO 15. The lower 10 feet of the well screens were
perforated O.020-inch machine-cut slots. allowing several hours for groundwater to
accumlllate the telnporary well casings, groundwater samples were collected s111all-
diameter tubing with a weighted foot valve. groundwater samples, which a
significant amount of solids, were decanted into containers provided by the analytical laboratory
appropriate preservatives. groundwater samples were on ice a
cooler until delivery to the analytical laboratory. Note that the containers the metals analyses
did not contain preservatives, as tIle salnples were to filtered in the laboratory to
analysis.
completion soil and groulldwater salnpling activities described above, tIle
well were removed and the were sealed to near the ground surface
with granular granular was place with wateL
upper portions of DP0014 DPOOl whicl1 were located the asphalt-paved
lot, were backfilled and patched witl1 concrete to match the SllITOunding pavement.
On Septelnber 18, 2003, Tait & Associates, Inc. (Tait), all affiliate
England Geosystem Phase II borings for location and elevation~
based on State Plane Coordinate Zone 6, and
based on North American Vertical DatulTI (NA VD) 1988. Orange
(Benclunark 1 C 98-69) northeast of Seal
was used as 11orizontal
02) were used.
of TEM, surveyed the
boring coo inates are
elevations are
County benchmark
A venues
No.5
IESA
and Phase II
7
Boeing Seal Beach Facility
Seal Beach, California
The soil al1d grollndwater samples collected frOlTI Borings DP0014 and DP0015 were
for YOCs, Inetals, chromiuln, analyses were
as
I Parameters
Volatile organic cOlnpounds (VOCs)
Title 22 n1etals
Mercury
Hexavalent chron1iulll
EP A Method No~
pH
8260B
6010B
7470A
7199
9045C
Laboratories (STL), of performed all of the chemical
is certified by the State of California to perfOrlTI the Inethods of analysis listed
results of the analyses are sUlnlnarized in Tables 2 and 3 are discussed in
copies of the laboratory analytical reports, as received froIn are included
on the Appendix C to this copies of the laboratory analytical reports are not
included in this repoli because of their
of soil
1003), drilled within the USNWS railroad easelnent
borings were intended to assess the ilnpact, if
and 1003 were hand-augered to depths to 5 feet bgs on May
samples possible che111ical analysis were collected at nOlninal depths of 1.0 and
boring. soil samples were collected a diameter stai111ess
salnpler advanced using a geotechnical slide samples were collected
2-inch diaIneter by 6-inch long brass salnple sleeve housed inside the sampler~ soil
were ilnmediately sealed with Teflon sheeting and plastic end caps, labeled, and placed on ice
until delivery to the analytical laboratory. Strict chain-of-custody procedures were followed at
all times from salnple collection to receipt by analytical laboratory.
soils encountered during Avocet's Phase II investigation were screened in field for the
possible presence of hydrocarbons or other organic cOlnpounds. addition to visual screening,
headspace screening was USillg a properly calibrated
involved a a it to
II
and
Lot 7
Boeing Seal Beach Facility
Seal Beach, California
Page 29
hydrocarbons (if any), and inserting the probe of tIle into the
were drilling 1001,
No elevated
soils encountered during the drillillg progralTI were also visually classified accordance
with the In brief, the soils encountered appeared to be a lTIlxture of fill reworked
was not in
shallow depth the nature of the
1 00 1 , 1 002, 1 003 .
cOlnpletion of soil sampling activities, the were sealed to near the surface
with granular bentollite. granular bentonite was hydrated in place with potable water. The
portions of 1001, 1002, and 1003 were backfilled soil frOITI
the area to
May 21, 2004, Avocet surveyed the locations of 1001, 1002, and SB 1 003
relative to the borings previously surveyed by such, the boring coordinates are based on
the Califolnia State Coordinate Systeln, 6. elevation of ground surface at
each location was estimated from a large-scale topographic As
such, the boring surface elevations are based on NA VD 1988.
The I-foot soil salnples collected froITI Borings SBIOOI, 1002, and
VOCs, metals, and asbestos using standard
follows:
1003 were for
and other Inethods as
Parameters
I EPA Method No.
8015B
826GB
6010B
7470A
9045C
PLM (I)
Total Petroleun1 Hydrocarbons (TPH)
V olatile organic compounds (VOCs)
Title 22 Inetals
M ereury
pH
Asbestos
Notes: (1) PLM stands for polarized light microscopy
all of the chelnical analyses the asbestos
subcontracted to Hygeia Laboratories, (Hygeia), of Sierra
Hygeia are certified by the State of to of
4.5-foot soil salnples were held at the laboratory pending receipt of the analytical
Boeing Seal Beach Facility
Seal Beach, Californ ia
Page 30
the I-foot soil samples but were llltilnately not analyzed. It is noted that 801
to carbon chaiI1 length; thus, it is possible to differentiate
between in the gasoline, diesel, and oil ranges. The results of the and metals
analyses are sumlnarized in Tables 1, and 3, respectively, and discussed in Section 6.0.
copies of the laboratory analytical reports, as received froIn are included on the
C to this report. copies laboratory analytical reports are not inclllded
report becallse of blllk.
Phase
and
Lot7
II
Boeing Seal Beach
Seal California
I
T11is presents the findings the
soil and groundwater C011ditions and
envirorunent.
II investigations
presence of
AND
The during Geosystelu's II investigation consisted prilnarily of
yellowish brown to olive gray silts and fine-grained silty sands to the InaxilTIUlTI depth
is with soils the coastal plain, silts and silty
sands were interbedded and included occasional layers clay. soil beneath
7 were encountered at depths ranging from 16 to 17 feet bgs, although it was difficult to
judge tl1e depth to saturated soils because of the very slow rate at which groundwater
aCCU111ulated the direct-push borings. Based on the generally fine-grained nature of the soils
enCOllntered the observed very slow rate of groundwater inflow to borings, groundwater
flows through the near-surface soils at a very slow rate.
IN
Two of the three soil salnples collected froIn 1001, 1003
USNWS railroad easelnent contained detectable cOllcentrations of Specifically,
soil 1 1 1 23 mg/kg
(Table 1). The reported TPH was in the to C35 range, which is illdicative of heavy oil and
asphalt. None of the carbon l1ydrocarbons, suell as Inight associated witll
gasoline or fuel, were present at detectable concel1trations. I-foot soil sample from
1003 did not contain detectable of any carbon chain length. TIle reported
concentrations in the I-foot soil samples frOlTI Borings 1001 and 1002 are considered very
low and not walTant remediation or additiollal investigation.
collected froIn 15 a
analyzed using Specifically,
contailled acetone at a of 39 J,lg/kg (Table As
shown in Figure Boring DP0014 was targeted at'the USNWS acid waste line in the northeast
comer of Lot 7. Acetone is a very common laboratory artifact and was reported many of the
soil and salnples collected duriIlg England Geosystem's Phase II investigation
(England Geosystem, Decelnber 2003). Acetone is also readily biodegradable in
subsurface enviromnent and it has been Avocet's experience that in the absence of an ongoing
source, low concentrations rarely persist for long in the subsurface. Accordingly, Avocet
believes that acetone reported in soil is not likely to be related to tIle USN S acid waste line,
which has not been used in decades. While the possibility that acetone is to
acid waste line cannot be ruled out, it is lTIOre likely that it is attributable to salnpling or
and Phase II
Lot 7
Seal Beach
Seal Beach, Caiifon1ia
Page 32
laboratory artifacts, the infiltration of
its SOllrce, the acetone
witll respect to l1uman health or
stann water rUlloff, or sources. of
soil is considered very low and is not of concern
enviroilll1ent.
sanlples fro In
of one or more of
sample froIn
The groundwater sample from Boring 15 contained 2-butanone or
ketone at a concentration of 5.3 J,lg/L groundwater salnple from DPaG 15 also
contained acetone, carbon disulfide, and toluene at concentratiollS of 8.0 ~g/l, 0.58 ilg/l, and
0.83 Jlg/l, respectively, although it is noted that tllese were estill1ated concentrations only. The
reported concentrations of acetone, carbon disulfide, and are considered
because they were between the practical qllantitation the method detection lilnit
All of the reported concentrations in groundwater are orders of magnitude lower than the
corresponding drinking water maXimUlTI COlltall1inant levels (MCLs). Moreover, none the
reported concentrations groundwater are of concern with respect to human health or the
environment. particular, because acetone is a COlnmon laboratory no is
attached to its reported OCCUITence~ other reported VQCs, particularly the ketones and
aromatic VOCs, are typically readily biodegradable in the subsurface environlnent alld,
it was the waste is not
to be source of these compounds in groundwater. Rather, it is lTIOre likely that very low
concentrations reported groundwater in the vicinity of the USNWS acid waste pipeline
are sampling artifacts or represent the residual impact of surface water infiltration.
AND
IN
pH the soil samples collected from 14 5, which were at
the USNWS waste line, was on as opposed to acidic, side of neutral.
reported soil values ranged from 8.4 to 9.4 3). Thus, the data are
not indicative of soil having been ilnpacted by releases of acidic waste froIn the USNWS
pipeline.
A cOlnparison of the Inetals concentrations reported in the soil samples collected fraIn
Borings DPOO 14, DPOO 1 1001, 1002, and SB 1 003 and background l11etals concentrations
and other criteria is presented in Table 3. The background metals cOllcentrations are published
by Foundation of Soil Science (Bradford, et at, March 1996) and are based on soils
from 50 different locations within California. Table 3 also includes data from an exhaustive
evaluation of backgrollnd Inetals concentrations at Boeing's nearby LOllg Beach facility
Aldrich, July 13, 2001), which is located in a broadly similar depositio11al environment to the
II
Boeing Seal Beach Facility
Seal Beach, California
Page 33
Seal
compariSOll presented in 3 Sl10WS that none of repolied
total tlrreshold lilnit concentrations (TTLCs) or
none soils analyzed
a
et aL (March 1 of
thalliulTI the maximul11 background reported by Bradford, et al.
(in the salnple DP0014) also
the background concentrations calculated for Boeing's Long Beach facilityg
concentrations were compared to preliminary relnediation goals soil
residential and industrial exposure scenarios December 2003); however, none of the
were
The results of the analyses SUlTIlnarized above 3 suggest vicinity of
the USNWS acid waste line Inay contain elevated concentrations of molybdenuln, selenium, and
thallium4 The concentrations of seleniuln are only Inarginally higher thaIl the Kearney
InaximUlTI background concentrationsg Moreover, selenium concentrations reported in soil
throughout the Seal facility are in the saIne range, suggesting that local background
seleniulTI concentrations may be high. The reported thalliulTI concentrations are only Inargil1ally
above the Kearney maxilnum background concentration, but are less than the background
concentrations calculated facility. As with seleniuln, thalliul11
concentrations throughout the Seal Beach facility are in the sanle range, again suggesting that
local background concentrations may be words, the concentrations
soil near the USNWS waste are to local
backgroul1d conditions.
The elevated concentration of molybdenUlTI could be related to tIle USNWS acid waste line.
as discussed below, the ilnpact of Inolybdenum on groundwater is -negligible.
AND
IN
The groundwater samples collected from Borings 14 wl1ich were
targeted at the USNWS acid waste line, were 7.1, respectively.
groundwater pH vallles are not indicative of an impact by releases of acid waste from the
USNWS pipeline~
the apparently elevated concentrations of rnolybdellum, selenium, aI1d tllalliulTI i11 soil,
the ilnpact of these on groundwater in the vicinity the waste line is
11egligible. Specifically, none of the groundwater samples analyzed contained detectable
concentrations of thallium. MolybdenUlTI was reported in the groundwater salnples from
Borings DP0014 DP0015 at concentrations of 0.75 lng!l and an estilnated 0.029 mg/I,
respectively. Molybdenull1 concentratiollS
Boeing Seal Beach F aci 1 i ty
Seal Beach, California
Page 34
indicating regional background concentrations. There is no
Selenium was reported the groundwater sall1ple froIn Boring 14 at a concentration of
0.18 mg!l (Table 3), which is above the drinking water MeL of 0.05 mg/l. It is not clear whether
the concentrations can be attributed to the USNWS acid waste although it
IS that detectable concentrations of were not reported samples
at facility.
IN
of the three soil samples [f01U
concentratio11S of asbestos.
1001 ,
1002, and
detectable
Phase
and Phase II
7
Boeing Seal Beach Facility
Seal California
Page 35
s
I have ShOWll Lot 7 has
short only) office trailer storage
There are no indications land uses subsurface environlnent
7, although are a few very Ininor and stains on tIle asphalt
on available docUll1entation, are no indications potentially
hazardolls Inaterials have been used, stored, handled, or disposed within 7~ Moreover, none
the potential offsite sources contalninatioll by or identified via
search government databases appear likely to have iInpacted subsurface
beneath Lot 7 ~ only features of potelltial concern in or near Lot 7 are the
disllsed USNWS waste the USNWS USNWS
easement is edge 7.
within the railroad easement before turning west and paralleling
the W estminster Avenue
The possible impact of the USNWS acid waste the USNWS railroad on the subsurface
environment has been investigated by collecting analyzing soil groundwater samples
frOlTI a series of borings drilled using a cOlnbination of 11and direct-push
groundwater samples were collected ten1porary installed
the direct-push borings. soil grollndwater salnples were analyzed for organic and
cOlnpounds based on nature of activities associated of areas
concern.
The soils encountered during the II investigations were silts
and silty sands. Groundwater beneath Lot 7 was encountered at depths ranging from 16 to
17 feet, although it was not always possible to accurately determine depth to saturated as
groundwater acculTIulated in the direct-push borings very slowly. on fine-grained
nature of the soils and the slow aCClllTIulation of groundwater borings, groundwater movelnent
through soils is expected to be very slow.
Several of the soil and groundwater salnples analyzed during the Phase II investigation contained
low concentrations of acetone, Absent any known sources of acetone and considering the
unifonnly low concentratiol1S, the acetone is believed to be a sampling or laboratory artifact and
no significance is placed on its reported results of the Phase II investigation show
that background concentrations of seleniulTI and thalliulTI are generally higher tl1an those reported
elsewl1ere in California. findings of the Phase II investigations targeted at the two features
of possible concern are sumn1arized below.
$ Soil and groundwater salnples collected from borings drilled along the alignlnent
of the waste were
Although very low concentrations of certain ketones and arolnatic
Boeing Seal Beach Facility
Seal Beach, Califoll1ia
Page 36
the soil and groundwater salnples, these compounds are not consistent
of wastes through it is
more likely the are attributable to infiltration of urban runoff frOITI the
surrounding area. Moreover, most of reported concentrations were estilnates
only. The results of the lnetals analyses suggest locally elevated concentrations of
lTIolybdenUlTI soil near of the However, no
concentrations of total or hexavalent metals most likely
a were While it is possible
elevated molybdenuln concentrations could be attributable to releases tI1e
pipeline, the on groundwater is l1egligible and both soil and groundwater
pH are near neutral to alkaline. Irrespective of their source, none of the reported
or Inetals concentrations are concern from a hUlnan health or
protection perspective and no investigations are
~ Soil samples collected from three borings drilled within the
easelnent contained low or nondetectable concentrations TPH but did not
contain detectable concentratiollS of or asbestos. None of the reported
Inetals concentrations are considered elevated. The reported concentrations
are not of concern from a human health or environmental protection perspective
no additional investigations are
Phase I ESA update and Phase II investigations
7 on has
fonner USNWS acid waste and t11e USNWS railroad has been negligible. Based on the data
presented discussed this report, it is professional opinion of Avocet Environmental,
Inc. that conditions in Lot 7 are unlikely to pose a threat to workers involved in the construction
and Inaintenance of new structures and support facilities and/or future occupants of the
redeveloped parcels. No further investigation or relnediation is recommended in Lot 7.
Respectfully sublnitted,
Philip Miller,
Principal
(ReE No. C042600)
II
Boeing Seal Beach
Seal Beach, California
and
AsseSSlnents:
Standard E1527=OO~
2000,
Environmental
for
."
COl1centrations
Foundation of Divisiol1 of
California4
l.A. Fralnpton, Wright, 1996,
California Soils.
and Natural Resources, University of
25, 1
" prepared for
Richard
Ellis.
California of
Geology of the Coastal
July 1967,
" 138
on Groundwater
Geosysteln, Decelnber 5, 2003, "Additional Phase II Investigation,
Company Facility, Seal California," report prepared for The Boeing Company.
Haley
Background
California." for
District,
Groundwater Basin," draft report
by the Ana Watershed
"Groundwater Systems in the Orange County
for the Task Force
Authority.
Tait Environl11ental Managemel1t, Inc45 February 24, 2000, "Pl1ase I Environmental AssesSl11ent,
Boeing Seal Facility (Parking 7), Beach, California," report prepared for
Company.
Environmental Managelnent, IIle.,
AsseSSlnent Update, Boeing Seal
prepared for The Boeing COlnpany.
Id,
7), Seal
I Enviromne11tal
California,"
Tait Environmental Mal1agelnent, Inc., A.pril 24, 2002, "Phase II Environlnental Site Assessment
Report, The Boeing Company Seal Beach Facility, 2201 Seal Beach Boulevard, Seal
California," prepared for The Boeing COlnpany.
Tait Associates, Inc., Decelnber 27, 2002, "Yesting Tentative Tract No. 16375,"
facility plan prepared for Boeing Realty Corporation. Revision
Beach
Boeing Seal Beach Facility
Seal Beach, Califon1ia
Page 38
u~s. EnvirOlllnental Protection Agency, Region 2003, Superfund Section web
site http://wvvw . epa4 gOY Iregiol1 09 /waste/ Sful1d/prg/fi les/02ta ble. pdf
Yerkes, McCulloh, Schollhalner, and 1965, of the Los
Angeles Basin: United States Geological Survey Professional Paper 420-A, 57
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Appendix A
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The EDR Radius Map with GeoCheck@
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,_rAVOCET
;:d:;':~:,:~.:}:.~:/ii0~ I~X\"I RO.~l\I l~NTA L.. IN C
EDRTM Environmental
Data Resources Inc
The EDR Radius Map
with GeoCheck@
The Boeing Company
2201 Seal Beach Blvd
Seal Beach,CA 90740
Inquiry Number: 01205694.1r
The Standard in
Environmental Risk
Management Information
June 04, 2004
440 Wheelers Farms Road
Milford, Connecticut 06460
Nationwide Customer Service
Telephone: 1-800-352-0050
Fax: 1-800-231-6802
Internet: www.edrnet.com
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FORM-NIC
l
SECTION
PAGE
Executive Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - -
OverviewMap____________________________________________--------------.
Detail Map_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Map Findings Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - - - - - - - - - - - - -
Map J:=indings- - - - - - - - - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Orphan Summary_ _ - - _ _ _ - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - -
Government Records Searched/Data Currency Tracking_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - - - - -
ES1
2
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GEOCHECK ADDENDUM
Physical Setting Source Addendula _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - A.1
Physical Setting Source Summary_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A.2
Physical Setting Source Map_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ _ _ _ _,_ _ _ _ _ _ _ _, _ _ _ A-8
Physical Setting Source Map Findings_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A-9
Physical Setting Source Records Searched____________________________________ A-19
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
!
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Disclaimer · Copyright and Trademark Notice
This report contains information obtained from a variety of public and other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE
WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY
SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS
ASSUMED BY THE USER. IN NO EVENT SHALL EDR BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR
EXEMPLARY DAMAGES. It can not be concluded from this report that coverage information for the target and surrounding properties does not
exist from other sources. Any analyses, estimates, ratings or risk codes provided in this report are provided for illustrative purposes only,. and are
not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for
any property. Any liability on the part of EDR is strictly limited to a refund of the amount paid for this report.
Copyright 2004 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, .Inc. or .its affiliates. All other
trademarks used herein are the property of their respective owners.
I
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TC01205694.1 r Page 1
A search of available environmental records was conducted by Environmental Data Resources, Inc.
(EDR). The report meets the government records search requirements of ASTM Standard Practice for
Environmental Site Assessments. E 1527-00. Search distances are per ASTM standard or custom
distances requested by the user.
TARGET PROPERTY INFORMATION
ADDRESS
2201 SEAL BEACH BLVD
SEAL BEACH, CA 90740
COORDINATES
Latitude (North): 33.758700 - 33- 45' 31.3"
Longitude (West): 118.0821 OO...118-4~ 55.6n
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 399784.2
UTM Y (Meters): 3735734.0
Elevation: 11 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property:
Source:
33118-G1 LOS ALAMITOS, CA
USGS 7.5 min quad index
Site
Database(s)
CHMIRS
CA WDS
HIST UST
EPA 10
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TARGET PROPERTY SEARCH RESULTS
The target property was identified in the following government records. For more information on this
property see page 6 of the attached EDR Radius Map report:
2201 SEAL BEACH BLVD
2201 SEAL BEACH BL VO
SEAL BEACH, CA 02520
N/A
THE BOEING COMPANY
2201 SEAL BEACH BLVD
SEAL BEACH, CA 90740
THE BOEING CO
2201 SEAL BEACH BLVD
SEAL BEACH, CA 90740
HAZNET
Cortese
UST
N/A
RCRIS-SQG
FINDS
LUST
UST
HIST UST
EMI
CAO057782989
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TC01205694.1r EXeCUTIVE SUMMARY 1
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ( "reasonably ascertainable ") government
records either on the target property or within the ASTM E 1527 -00 search radius around the target
property for the following databases:
FEDERAL ASTM STANDARD
NPL_.._ ..___ _... ...____ _____ _ ___ _ a National Priority List
Proposed NPL______________ Proposed National Priority List Sites
CERCLIS____________________ Comprehensive Environmental Response, Compensation, and Liability Information
. System
CERC.NFRAP.._......__________ CERCLIS No Further Remedial Action Planned
CORRACTS_ _.. _ _ _ _.. _ _ _ _ _ _ _ _ _" Corrective Action Report
RCRIS-tSD__________________ Resource Conservation and. Recovery Information System
RCRIS-LQG_ _ _ _ _ _ _.. _ _ _ _ _ _ _.. _ a Resource Conservation and Recovery I nformation System
ERNS_.. _ _ _ _ _ _.. _ _ _ _ _ _ _ _ _ _ _ _ _ _.. Emergency Response Notification System
STATE ASTM STANDARD
Notify 65_____________________ Proposition 65 Records
Toxic PitL______..___..._...______ Toxic Pits Cleanup Act Sites
SWF/LF____........___..___________ Solid Waste Information System
WMUDS/SWAT..._____________ Waste Management Unit Database
CA BOND EXP. PLAN__..._..__ Bond Expenditure Plan
vep______..__________________. Voluntary Cleanup Program Properties
INDIAN LUST________________ Leaking Underground Storage Tanks on Indian Land
INDIAN UST..________________ Underground Storage Tanks on Indian Land
CA FID UST_________..________ Facility Inventory Database
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FEDERAL ASTM SUPPLEMENTAL
CONSENT_..... _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Superfund (CERCLA) Consent Decrees
ROD.... _ _ _ _ _... _ _ _ _ _ ..... .. _ _ _ _ _ _ _ _ _ Records Of Decision
Delisted NPL _.. _ _ _ _ _ .... _ _ _ _ _ _ National Priority List Deletions
HMIRS_______________________ Hazardous Materials Information Reporting System
ML TS_ _ _ _ ... _ _ _ _ _ _........ _ _ _... _ _ _ _ _ _ Material Licensing Tracking System
MINES__________________..____ Mines Master Index File
NPL Liens.. _ _ _ _ _..... _... _ _ _ _ _ _ _ _ _ Federal Superfund Liens
PADS____________...___________ PCB Activity Database System
INDIAN RESERV.. _ _ _........ _........ Indian Reservations
US BROWNFIELDS_ _ _ _ _ _ _ _ _ _ A Listing of Brownfields Sites
FUDS..__________.......__________ Formerly Used Defense Sites
RAA T8_ _ _ _.. _ _ _.. oa _... _ _ _ _ - _ _ - _ _" RCRA Administrative Action Tracking System
TRIS____________..____________ Toxic Chemical Release Inventory System
TSCA..______________...._______ Toxic Substances Control Act
SSTS___________...._..._________ Section 7 Tracking Systems
FTTS INSP___..______________. FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, &
Rodenticide Act)rrSCA (Toxic Substances Control Act)
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STATE OR LOCAL ASTM SUPPLEMENTAL
A8T_________________________~ Aboveground Petroleum Storage Tank Facilities
TC01205694.1r EXECUTIVE SUMMARY 2
CLEANERS_.... _ _ _ _ _.. _.. _..... _ _... _ Cleaner Facilities
DEED.._______..._____________..._ List of Deed Restrictions
NFA._____________...____..._____.. No Further Action Determination
REF.._______...___...__..________.... Unconfirmed Properties Referred to Another Agency
SCHoo _ _ _... _ _... _... _ ~ _ _... _ _ _... _ _ _ _ _ _ School Property Evaluation Program
NFE..__.._...______...__....________. Properties Needing Further Evaluation
CA SLIC____...________________ Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Orange Co. Industrial Site...... List of Industrial Site Cleanups
EDR PROPRIETARY HISTORICAL DATABASES
Coal Gas___---..-----..--..----. Former Manufactured Gas (Coal Gas) Sites
BROWN FIELDS DATABASES
US BROWNFIELDS__________ A Listing of Brownfields Sites
VCp_________________________. Voluntary Cleanup Program Properties
SURROUNDING SITES: SEARCH.RESULTS
Surrounding sites were identified.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
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Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
FEDERAL ASTM Sf ANDARD
RCRIS: Resource Conservation and Recovery Information System. RCRIS includes
selective information on sites which generate, transport, store. treat and/or
dispose of hazardous waste as defined by the Resource Conservation and Recovery
Act (RCRA). Conditionally exempt small quantity generators (CESQGs): generate
less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous
waste per month. Small quantity generators (SQGs): generate between 100 kg
and 1 ,000 kg of hazardous waste per month. Large quantity generators (LOGs):
generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely
hazardous waste from the generator off-site to a facility that can recycle,
treat, store. or dispose of the waste. TSDFs treat, store. or dispose of
~~~. .
A review of the RCRIS-SQG list, as provided by EDR, and dated 04/13/2004 has revealed that there is 1
RCRIS-SQG site within approximately 0.25 miles of the target property.
Equal/Higher Elevation
JIMS CHEVRON sve
Address
Dist I Oir Map 10
1/8 -1/4ENE C6
Page
22
2950 WESTMINSTER
TC01205694.1r EXECUTIVE SUMMARY 3
STATE ASTM STANDARD
AWP: California DTSC's Annual Workplan, formerly known as SEPt identifies known
hazardous substance sites targeted for cleanup. The source is the California Environmental Protection
Agency.
A review of the AWP list, as provided by EDR, and dated 03/0212004 has revealed that there is 1 AWP
site within approximately 1 mile of the target property.
Equal/Higher Elevation
Not reported
Address Dist I Dir Map 10
SEAL BEACH BLVD AND WES 1/4.112ENE D12
CAL-SITES: Formerly known as ASPIS, this database contains both known and potential hazardous
substance sites. The source is the Califomia Department of Toxic Substance Control.
A review of the Cal-Sites list, as provided by EDR, has revealed that there is 1 Cal-Sites site
within approximately 1 mile of the target property.
Page
26
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Equal/Higher Elevation
Not reported
Address Dist I Oir Map 10 Page
SEALBEACHBLVDANDWES 1/4-1/2ENE D12 26
CORTESE: This database identifies public drinking water wells with detectable levels of contamination,
hazardous substance sites selected for remedial action, sites with known toxic material identified
through the abandoned site assessment program, sites with USTs having a reportable release and all
solid waste disposal facilities from which there is known migration. The source is the California
Environmental Protection Agency/Office of Emergency Information.
A review of the Cortese list, as provided by EDR, has revealed that there are 4 Cortese sites within
approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Dist I Oir Map 10
ROCKWELL INTERNA TIONAL 2600 WESTMINSTER AVE o · 1/B NW 84
ROCKWELL INTERNATIONAL CO 2600 WESTMINSTER o - 1/8 NW 85
UNOCAL #4970 13980 SEAL BEACH BLVD 1/4 · 1/2ENE D14
Lower Elevation Address Dist I Dir Map ID
GOLDEN RAIN FOUNDA TION 1280 GOLDEN RAIN RD 1/4 · 112 WNW 16
LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported
leaking underground storage tank incidents. The data come from the State Water Resources Control
Board Leaking Underground Storage Tank Information System.
A review of the LUST list, as provided by EDR, and dated 04/13/2004 has revealed that there are 7
LUST sites within approximately 0.5 miles of the target property.
Equal/Higher Elevation
ROCKWELL INTERNA TIONAL
CHEVRON #9-1637
CHEVRON
UNOCAL
Dist I Dir
MaplD Page
Address
2600 WESTMINSTER AVE
2950 WESTMINSTER AVE
2950 WESTMINSTER AVE
13980 SEAL BEACH. BLVD
o · 1/8 NW 84
1/8 - 1/4ENE C9
1/8 -1/4ENE C10
1/4 -1/2ENE 013
TC01205694.1 r EXECUTIVE SUMMARY 4
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15
21
31
Page
34
15
24
26
28
Equal/Higher Elevation Address Dist I Dir Map 10 Page
UNOCAL #4970 13980 SEAL BEACH BLVD 1/4 · 1/2ENE 014 31
TaSCa -76 STATION #4970 13980 SEAL BEACH BLVD 1/4 - 1/2ENE 015 32
Lower Elevation Address Dist J Oir Map 10 Page
GOLDEN RAIN FOUNDA TION 1280 GOLDEN RAIN RD 1/4 · 112 WNW 16 34
Equal/Higher Elevation
ROCKWELL INTERNA TIONAL
SEAL WEST CHEVRON
JIM HOLCHEKS CHEVRON SERVICE
Address
Dist / Dir Map 10
o · 1/8 NW 84
1/8 · 1/4ENE CB
1/8 - 1/4ENE C11
Page
15
23
26
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UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under
Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State
Water Resources Control Board's Hazardous Substance Storage Container Database.
A review of the UST list, as provided by EDR, and dated 04/13/2004 has revealed that there are 3 UST
sites within approximately 0.25 miles of the target property.
2600 WESTMINSTER AVE
2950 WESTMINSTER AVE
2950 WESTMINSTER AVE
HIST U5T: Historical UST Registered Database.
A review of the HIST UST list, as provided by EDRt and dated 10/15/1990 has revealed that there is 1
HIST UST site within approximately 0.25 miles of the target property.
Equal/Higher Elevation
91637
Address
Dist I Dir
Map 10
Page
22
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2950 WESTMINSTER AVE
1/8 - 1/4ENE C7
FEDERAL ASTM SUPPLEMENTAL
Federal Lands: Consists of federally owned or administered lands, administered by the Department of
Defense, that have any area equal to or greater than 640 acres of the United States, Puerto
Rico, and the U.S. Virgin Islands.
A review of the DOD list, as provided by EDR, and dated 10/01/2003 has revealed that there is 1 DOD
site within approximately 1 mile of the target property.
Equal/Higher Elevation
SEAL BEACH NAVAL WEAPONS STATI
Address
Dist / Dir
Map 10
Page
14
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TC01205~94.1 r EXECUTIVE SUMMARY 5
Due to poor or inadequate address information, the following sites were not mapped:
Site Name
Database(s)
CERC-NFRAP
SWF/LF
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
UST
RCRIS-SQG, FINDS
DOW CHEMICAL CO SEAL BEACH PL T
SEAL BEACH NAVAL WEAPONS STATION SITE 5
TaSCa #30932
AReo #6066
G & M Oil CO #1
SEAL BEACH AReo (STN #6066)
SEAL BEACH HONDA & TOYOTA
SMOG PROS #5453/ARCO#6066
WEAPONS SUPPORT FACILITY SEAL BEACH
GOODYEAR M & N COASTLINE
LEISURE WORLD UNION #30774
RUSSELL CONKLE UNOCAL #4686
Tosca #30705
Tosca #30774
ROCKWELL INTERNATIONAL CORP
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TC01205694.1 r EXECUTIVE SUMMARY 6
I
OVERVIEW MAP - 01205694.1 r - Avocet Environmental, Inc.
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* Target Property 1/4 1/2
t
A Sites at elevations higher than ~~ II i
or equal to the target property Indian Reservations BIA Areas of Concern A
i..---l !\
. Sites at elevations lower than N County Boundary i\ I
the target property !-.l i
/V Power transmission lines ~
~ Coal Gasification Sites : !
[Z] National Priority List Sites /\/ Oil & Gas pipelines I
~::l 100-year flood zone
Q Landfill Sites ~
C2J Dept. Defense Sites j,,< J SOD-year flood zone
II Federal Wetlands
....~~l
TARGET PROPERTY:
ADDRESS:
CITY/STA TE/ZJP:
LAT/LONG:
The Boeing Company
2201 Seal Beach Blvd
Seal Beach CA 90740
33.7587 /118.0821
CUSTOMER:
CONTACT:
INQUIRY #:
DATE:
Avocet Environmental, Inc.
Philip Miller
01205694.1 r
June 04,2004 9:55 am
Copyright ~,? 2004 EDR, Inc.. c~ 2003 GOT, Inc. ReI.. 07/2003.. All Rights Reserved,
DETAIL MAP - 01205694.1r - Avocet Environmental, Inc.
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:*
.
Target Property
Sites at elevations higher than
or equal to the target property
Sites at elevations lower than
the target property
Coal Gasification Sites
Sensitive Receptors
National Priority List Sites
Landfill Sites
Dept. Defense Sites
1/16
1/8
1/4 Miles
I
A.
..
CJ
N
/\1
0'//1' '
".'. ,,',
, . .
f'T"1, "" '
Lj
Indian Reservations BIA
County Boundary
Oil & Gas pipelines
i aO-year ffood zone
SOO-year flood zone
.
Areas of Concern
~
~
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[]
Lj
TARGET PROPERTY:
ADDRESS:
CITY 1ST A TEIZIP:
LA T/LONG:
The.Boeing Company
2201 Seal Beach Blvd
SeaJ.8each CA,90740
33.7587/118.0821
CUSTOMER:
CONTACT:
INQUIRY #:
DATE:
Avocet Environmental, Inc.
Philip Miller
01205694.1 r
June 04, 2004 9:56 am
Copyright <9 2004 EOR. Ine" 192003 GOT. Inc. ReI. 07/2003. AU Rights Reserved"
Search
Target Distance Total
Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 >1 Plotted
-
FEDERAL ASTM STANDARD
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0 f
CERCLIS 0.500 0 0 0 NR NR 0
CERC-NFRAP 0.250 0 0 NR NR NR 0
CORRACTS 1.000 0 0 0 0 NR 0 i
RCRIS- TSD 0.500 0 0 0 NR NR 0
RCRIS Lg. Quan. Gen. 0.250 0 0 NR NR NR 0 i
i
RCRIS Sm. Quan. Gen. X 0.250 0 1 NR NR NR 1 !
ERNS TP NR NR NR NR NR 0 I
!
STATE ASTM STANDARD t
AWP 1.000 0 0 1 0 NR 1
C~I-Sites 1.000 0 0 1 0 NR 1
CHMIRS X TP NR NR NR NR NR 0
Cortese X 0.500 2 0 2 NR NR 4
Notify 65 1.000 0 0 0 0 NR 0
Toxic Pits 1.000 0 0 0 0 NR 0 r
State Landfill 0.500 0 0 0 NR NR 0
WMUDS/SWA T 0.500 0 0 0 NR NR 0
LUSl X 0.500 1 2 4 NR NR 7 f
CA Bond Exp. Plan 1.000 0 0 0 0 NR 0 f
i
UST X 0.250 1 2 NR NR NR 3 r
VCP 0.500 0 0 0 NR NR 0 I
INDIAN LUST 0.500 0 0 0 NR NR 0
INDIAN UST 0.250 0 0 NR NR NR 0
CA FID UST 0.250 0 0 NR NR NR 0
HIST UST X 0.250 0 1 NR NR NR 1
FEDERAL ASTM SUPPLEMENTAL
CONSENT 1.000 0 0 0 0 NR 0
ROD 1.000 0 0 0 0 NR 0
Oelisted NPL 1.000 0 0 0 0 NR 0
FINDS X TP NR NR NR - NR NR 0
HMIRS TP NR NR NR NR NR 0
MLTS TP NR NR NR NR NR -0
MINES 0.250 0 0 NR NR NR 0
NPL Liens TP NR NR NR NR NR 0
PADS TP NR NR NR NR NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
USBROWNFIELDS 0.500 0 0 0 NR NR 0
DOD 1.000 1 0 0 0 NR 1
FUDS 1.000 0 0 0 0 NR 0
RAATS TP NR NR NR NR NR 0
TRIS TP NR NR NR NR NR. 0
TSCA TP NR NR NR NR NR 0
TC01205694.1 r Page 4
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TC01205694.1 r Page 5
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
Ai
Target
Property
Actual:
11 ft.
l
EDR 10 Number
Database(s) EPA 10 Number
Coal Gas Site Search: No site was found in a search of Real Property Scan's ENVIROHAZ database. ·
2201 SEAL BEACH BLVD
SEAL BEACH, CA 02520
CHMIRS
CA WDS
HIST UST
U001565626
N/A
Site 1 of 3 in cluster A
CHMIRS:
OES Control Number: 01-4886
Chemical Name.: Cooling Tower sludge
Extent of Release: Not reported
Property Use: Not" reported
Incident Date: Not reported
Date Completed: Not reported
Time Completed : Not reported
Agency Id Number: Not reported
Agency Incident Number: Not reported
OES Incident Number: 01-4886
Time Notified : Not reported
Surrounding Area: Not reported
Estimated Temperature: Not reported
Property Management: Not reported
More Than Two Substances Involved? : Not reported
Special Studies 1 : Not reported
Special Studies 2 : Not reported
Special Studies 3 : Not reported
Special Studies 4 : Not reported
Special Studies 5 : Not reported
Special Studies 6 : Not reported
Responding Agency Personal # Of Injuries: 0
Responding Agency Personel # Of Fatalities: 0
Resp Agncy Personel # Of Decontaminated: Not reported
Others Number Of Decontaminated : Not reported
Others Number Of Injuries : Not reported
Others Number Of Fatalities : Not reported
Vehicle Make/year: Not reported
Vehicle License Number: Not reported
Vehicle State: Not reported
Vehicle ld Number: Not reported
CAlDOT/PUCIICC Number: Not reported
Company Name : Not reported
Reporting Officer Name/IC : Not reported
Report Date: Not reported
Comments : Not reported
Facility Telephone Number: Not reported
Waterway Involved : No
Waterway: Not reported
Spill Site: Industrial Plant
Cleanup By : Contractor
Containment: Yas
What Happened : 55 Gal Drum was tipped over
Type: CHEMICAL
Other: Not reported
Chemical 1 : Not Reported
Chemical 2 : Not Reported
Chemical 3 : Not Reported
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TC01205694.1 r Page 6
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Map 10
Direction
Distance
Distance (ft.)
Elevation Site
Database( s)
EDR 10 Number
EPA 10 Number
U001565626
WDS:
Facility 10: Santa Ana River 301015702
Facility Contact Not reported
SIC Code: Not reported
Agency Name: BOEING COMPANY
Agency Address: 5301 BOLSA AVENUE
HUNTINGTON BEACH 92647 .. 2099
Agency Contact: CHARLES A. BAJZA Agency Phone: 0
Design Flow: Not reported Baseline Flow: Not reported
Facility Type: Industrial- Facility that treats and/or disposes of liquid or semisolid wastes from any
servicing, producing, manufacturing or processing operation of whatever nature, including
mining, gravel washing, geothermal operations, air conditioning, ship building and
repairing, oil production, storage and disposal operations, water pumping.
Facility Status: Active - Any facility with a continuous or seasonal discharge that is under Waste
Discharge Requirements.
Agency Type: Private
Waste Type: Not reported
Threat to Water: Minor Threat to Water Quality. A violation of a regional board order should cause a
relatively minor impairment of beneficial uses compared to a major or minor threat. Not:
All nurds without a TTWQ will be considered a minor threat to water quality unless coded
at a higher Level. A ~ero (0) may be used to code those NURDS that are found to represent
no threat to water quality.
Category C - Facilities having no waste treatment systems, such as cooling water
dischargers or thosewho must comply through best management practices, facilities with
passive waste treatment and disposal systems, such as septic systems with subsurface
disposal, or dischargers having waste storage systems with land disposal such as dairy
waste ponds.
Reclamation: Not reported
POTW: Not reported
NPDES Number: CAS000001 The 1 st 2 characters designate the state. The remaining 7 are assigned by the
Regional Board
8
(Continued)
Datemme :
Evacuations:
Complexity:
Subregion:
UST HIST:
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
Facility Type:
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
8/27/011700
o
Facility Telephone 0 .
SIC Code 2: Not reported
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20153
9
2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
WASTE
1
00000286
WASTE OIL
None
J.P. WASHINGTON
Other
Owner Name:
Region:
ROCKWELL INTERNATIONAL
STATE
Container Num: S 1001-086
Year Installed: 1968
Tank Construction: 4 inches
Telephone:
Other Type:
(213) 922-5094
AEROSPACE
20153
9
2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
WASTE
2
00000286
Not reported
None
Owner Name:
Region:
ROCKWELL INTERNATIONAL
STATE
Container Num: S 1002-086
Year Installed: 1967
Tank Construction: 4 inches
TC01205694.1 r Page 7
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database{s) EPA 10 Number
U001565626
(Continued)
Contact Name: J.P. WASHINGTON
Facility Type: Other
Telephone:
Other Type:
F acUity 10: 20153
Total Tanks: 9
Owner Address: 2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
Tank Used for: WASTE
Tank Num: 3
Tank Capacity: 00000300
Type of Fuel: Not reported
Leak Detection: None
Contact Name: J.P. WASHINGTON
Facility Type: Other
Facility 10: 20153
Total Tanks: 9
Owner Address: 2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
Tank Used for: WASTE
Tank Num: 4
Tank Capacity: 00001200
Type of Fuel: Not reported
Leak Detection: None
Contact Name: J.P. WASHINGTON
F acUity Type: Other
Facility 10: 20153
Total Tanks: 9
Owner Address: 2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
Tank Used for: PRODUCT
Tank Num: 5
Tank Capacity: 00003500
Type of Fuel: UNLEADED
Leak Detection: Stock Inventor
Contact Name: J.P. WASHINGTON
F aciiity Type: Other
Facility 10: 20153
Total Tanks: 9
Owner Address: 2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
Tank Used for: Not Reported
Tank Num: 6
Tank Capacity: 00000500
Type of Fuel: Not reported
Leak Detection: None
Contact Name: J.P. WASHINGTON
Facility Type: Other
F acUity 10: 20153
Total Tanks: 9
Owner Address: 2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
Tank Used for: PRODUCT
Tank Num: 7
Owner Name:
Region:
(213) 922-5094
AEROSPACE
ROCKWELL INTERNATIONAL
S.TATE
Container Num: S 1003-086
Year Installed: 1968
Tank Construction: 4 inches
Telephone:
Other Type:
Owner Name:
Region:
(213) 922-5094
AEROSPACE
ROCKWELL INTERNATIONAL
STATE
Container Nui'n: T1001..086
Year Installed: 1983
Tank Construction: Not Reported
Container Num: T1002-086
Year Installed: 1967
Tank Construction: Not Reported
Telephone:
Other Type:
Owner Name:
Region:
Telephone;
Other Type:
Owner Name:
Region:
(213) 922-5094
AEROSPACE
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ROCKWELL INTERNATIONAL
STATE
(213) 922-5094
AEROSPACE
ROCKWELL INTERNATIONAL
STATE
Container Num: T1003-086
Year Installed: Not reported
Tank Construction: Not Reported
T etephana:
Other Type:
Owner Name:
Region:
(213) 922-5094
AEROSPACE
I
ROCKWELL INTERNATIONAL
STATE
Container Num: T1004-086
TC01205694.1 r Page 8
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
A2
Target
Property
Actual:
11 ft.
Database( s)
EDR 10 Number
EPA ID Number
(Continued)
Tank Capacity: 00000000
Type of Fuel: DIESEL
Leak Detection: Stock Inventor
Contact Name: J~P. WASHINGTON
Facility Type: Other
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
leak Detection:
Contact Name:
Facility Type:
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
F acUity Type:
U001565626
Year Installed: 1983
Tank Construction: 1/2 inches
Telephone:
Other Type:
(213) 922-5094
AEROSPACE
20153
9
2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
PRODUCT
8
00003000
DIESEL
Stock Inventor
J~P. WASHINGTON
Other
ROCKWELL INTERNATIONAL
STATE
Owner Name:
Region:
Container Num: T1005-081
Year Installed: 1968
Tank Construction: 3/16 inches
Telephone:
Other Type:
(213) 922-5094
AEROSPACE
20153
9
2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
PRODUCT
9
00000550
DIESEL
None
J.P. WASHINGTON
Other
ROCKWELL INTERNA llONAL
STATE
Owner Name:
Region:
Container Num: T1006-086(
Year Installed: 1967
Tank Construction: Not Reported
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Telephone:
Other Type:
(213) 922..5094
AEROSPACE
THE BOEING COMPANY
2201 SEAL BEACH BLVD
SEAL BEACH, CA 90740
HAZNET U003721292
Cortese N/A
U~T
Site 2 of 31" cluster A
HAZNET:
Gepaid: CAD057782989
TSD EPA 10: CAD009007626
Gen County: Orange
Tsd County: Los Angeles
Tons: 18.0000
Waste Category: Asbestos-containing waste
Disposal Method: Not reported
Contact: THE BOEING COMPANY
Telephone: (562) 797-4916
Mailing Address: PO BOX 2515
SEAL BEACH, CA 90740 -1515
County Orange
Gepaid: CAD057782989
TSD EPA 10: CAD009007626
Gen County: Orange
Tsd County: Los Angeles
Tons: 19.9356
Waste Category: Asbestos-containing waste
Disposal Method: Disposal, land Fill
Contact: THE BOEING COMPANY
Telephone: (562) 797-4916
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Map 10
Direction
Distance
Distance (ft.)
Elevation Site
~~~l~'~,~~i~lr.t(~~~ti~r.~~~i~~~t\~l]f[jf:J:f-;~f~:t~:!,
EDR 10 Number
Database(s) EPA 10 Number
THE BOEING COMPANY (Continued)
Mailing Address: PO BOX 2515
SEAL BEACH, CA 90740 -1515
County Orange
Gepaid: CA0057782989
TSD EPA 10: CAD008364432
Gen County: Orange
Tsd County: Los Angeles
Tons: .1000
Waste Category: Other inorganic solid waste
Disposal Method: Disposal, Land Application
Contact: THE BOEING COMPANY
Telephone: (562) 797-4916
Mailing Address: PO BOX 2515
SEAL BEACH, CA 90740 - 1515
County Orange
Gepaid: CAD057782989
TSD EPA 10: CAD108040858
Gen County: Orange
Tsd County: Los Angeles
Tons: .0625
Waste Category: Photochemicals/photoprocessing waste
Disposal Method: Recycler
Contact: THE BOEING COMPANY
Telephone: (562) 797-4916
Mailing Address: PO BOX 2515
SEAL BEACH, CA 90740 -1515
County Orange
Gepaid: CAD057782989
TSD EPA 10: AZ0009015389
Gen County: Orange
Tsd County: 99
Tons: .3000
Waste Category: Other organic solids
Disposal Method: Recycler
Contact: THE BOEING COMPANY
Telephone: (562) 797-4916
Mailing Address: PO BOX 2515
SEAL BEACH, CA 90740 -1515
County Orange
U003721292
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The CA HAZNET database contains 195 additional records for this site.
For more information, please click here while viewing on your computer,
or contact your EOR Account Executive.
CORTESE:
Region:
F ae Address 2:
State UST:
Facility 10: 17804
Region: STATE
Local Agency: 30000
UST Orange County:
Facility 10: FA0025159
CORTESE
2201 SEAL BEACH BLVD
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TC01205694.1 r Page 10
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Map 10
Direction
Distance
Distance (fl)
Elevation Site
-'ot~~'~~~i_l1a'i
EDR 10 Number
Database( s) EP A 10 Number
Site 3 of 3 in cluster A
RCRIS-SQG 1000273234
FINDS CAD057782989
LUST
UST
HIST UST
EMI
A3
Target
Property
THE BOEING CO
2201 SEAL BEACH BLVD
SEAL BEACH, CA 90740
Actual:
11 ft.
RCRIS:
Owner:
EPA 10:
Contact:
NOT REQUIRED
(415) 555-1212
CAD057782989
ENVIRONMENTAL MANAGER
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Classification: Small Quantity Generator
TSDF Activities: Not reported
Violation Status: Violations exist
Regulation Violated:
Area of Violation:
Date Violation Determined:
Actual Date Achieved Compliance:
Not reported ,
GENERATOR-PRE- TRANSPORT REQUIREMENTS
11/01/2000
01/08/2001
There are 1 violation record(s) reported at this site:
Evaluation
Area of Violation
Date of
Comoliance
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FINDS:
Other Pertinent Environmental Activity Identified at Site:
National Emissions Inventory (NEI)
National Emissions Trends (NET)
Resource Conservation and Recovery Act Information system (RCRAINFO)
State LUST:
Cross Street: Not reported
Qty Leaked: 0
Case Number 083001437T
Reg Board: 8
Chemical: Diesel
Lead Agency: Local Agency
Local Agency: 30000L
Case Type: Soil only
Status: Case Closed
Review Date: Not reported
Workplan: 2/9/90 0:00
Pollution Char: Not reported
Remed Action: Not reported
Monitoring: Not reported
Close Date: 7/21/900:00
Release Date: 03/05/1990
Cleanup Fund Id : Not reported
Discover Date: 02/05/1990
Enforcement Ot: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 3/5/900:00
Funding: Not reported
Staff Initials: BAS
How Discovered: Not reported
How Stopped: Not reported
1 nterim : Not reported
Leak Cause: Not reported
Confirm Leak:
Prelim Assess:
Remed Plan:
Not reported
2/9/90 0:00
Not reported
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TC01205694.1r Page 11
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Map 10
Direction
Distance
Distance (ft.)
Elevation Site
~~~~1Iii~~~i~~i11J1~~I~~I~V~~~~;I1~t~it~~?~~~~:;?~
EDR 10 Number
Database(s) EPA 10 Number
THE BOEING ~O (Continued)
Leak Source: Not reported
MTBE Date: Not reported
Max MTBE GW: Not reported
MTBE Tested: Not Required to be Tested.
Priority: Not reported
Local Case # : 0
Beneficial: Not reported
Staff: CAB
GW Qualifier: Not reported
Max MTBE Soil: Not reported
Soil Qualifier: Not reported
Hydr Basin #: COASTAL PLAIN OF.ORA
Operator: Not reported
Oversight Prgm: LUST
Review Date: 3/17/97 0:00
Stop Date : / I
Work Suspended Not reported .
Responsible PartyDOSH
RP Address: 2201 SEAL BEACH BLVD
Globalld: T0605901089
Org Name: Not reported
Contact Person: Not reported
MTBE Cone: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Well Name: Not reported
Distance To Lust: 0
Waste Discharge Global 10: Not reported
Waste Disch Assigned Name: Not reported
LUST Region 8:
Region: a
Substance: 12034
Regional Board: 08
Local Case Num: 90UT036
F acUity Status: Case Closed
Staff: CARL BERHHARDT
Lead Agency: Local Agency
Local Agency: 30000L
Qty Leaked: Not reported
County: Orange
Review Date: Not reported
Workplan: 02109/1990
Pollution Char: Not reported
Remed Action: Not reported
Close Date: 07/21/1990
Cleanup Fund Id : Not reported
Discover Date: 02105/1990
Enforcement Dt: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date : 03/05/1990
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim: Not reported
LatILon: 33.758239/-118.0795748
Leak Cause: Not reported
1000273234
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Cross Street:
Not reported
Confirm Leak:
Prelim Assess:
Remed Plan:
Monitoring:
Not reported
02109/1990
Not reported
Not reported
T.C01205694.1r Page 12
I
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database(s) EPA 10 Number
1000273234
THE BOEING CO (Continued)
Leak Source: Not reported
Beneficial: Not reported
MTBE Date: Not reported
MTBE Tested: NRQ
Max MTBE GW: Not reported
GW Qualifies: Not reported
Max MTBE Soil: Not reported
Soil Qualifies : Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Oven;ight Prgm: LUST
Priority: Not reported
Work Suspended :Not reported
Waste Disch Globalld: T0605901089
MTBE Class:
Case Type:
How Stopped Date:
Organization Name:
Contact Person:
MTBE Concentration:
MTBE Fuel:
Case Number:
Code Name:
Agency Name:
Priority:
State Expalnation:
Substance:
Staff:
Case Type:
Summary:
LUST Region OR:
F acUity Id:
Record JO:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance:
UST HIST:
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
Facility Type:
Soil only
Not reported
Not reported
Not reported
o
o
083001437T
ORANGE
COUNTY OF ORANGE
Not reported
CASE CLOSED
DIESEL
CARLBERHHARDT
S
Not reported
49716
3
2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
PRODUCT
1
00020000
DIESEL
Stock Inventor
R.E. MOFFETT-FACILITY MGR.
Other
90UT036
R00001729
ORANGE
Soil only
07/21/1990
9
Diesel fuel oil and additives, Nos.1-D, 2-D, 2-4
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Facility 10: 49716
Total Tanks: 3
Owner Address: 2201 SEAL BEACH BLVD.
SEAL BEACH, CA 90740
Tank Used for: PRODUCT
Tank Num: 2
Owner Name:
Region:
ROCKWELL INTERNATIONAL
STATE
Container Num: T1002-082
Year Installed: 1980
Tank Construction: Not Reported
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Telephone: (213) 922-5094
Other Type: INFO SYSTEMS
Owner Name: ROCKWEll INTERNATIONAL
Region: STATE
Container ~m: T1001-084
TC01205694.1 r Page 13
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
OOD
Region
SSE
< 1/8
275 ft.
~flf~flji~w.lll~~!~jfii~II~~j~~].,;~t;\t
EDR 10 Number
Database(s) EPA 10 Number
THE BOEING CO (Continued)
Tank Capacity: 00020000
Type of Fuel: DieSEL
Leak Detection: Stock Inventor
Contact Name: R.E. MOFFETT-FACILITY MGR.
Facility Type: Other
F acUity 10:
Total Tanks:
Owner Address:
Year Installed: 1980
Tank, Construction: Not Reported
Telephone:
Other Type:
(213) 922-5094
INFO SYSTEMS
1000273234
49716
3
2201 SEAL BEACH BLVD.
SEAL BEACH. CA 90740
PRODUCT
3
00001000
DIESEL
Stock Inventor
R.E. MOFFETT-FACILITY MGR.
Other
Owner Name:
Region:
ROCKWELL INTERNATIONAL
STATE
Container Num: T1003-080
Year Installed: 1967
Tank Construction: Not Reported
Telephone:
Other Type:
(213) 922-5094
INFO SYSTEMS
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
F acUity Type:
EMISSIONS:
Facility 10 :
Air District Code :
SIC Code:
Total Priority Score:
Health Risk Assessment:
Non..cancer Chronic Haz Index :
Non-cancer Acute Haz Index:
Air Basin:
Air District Name :
Community Health Air Pollution Info System:
Consolidated Emission Reporting Rule :
County Code:
County 10 :
State UST:
Facility 10: 4627
Region: STATE
Local Agency: 30000
14736
SC
3761
Not reported
Not reported
Not reported
Not reported
SC
SOUTH COAST ACMD
Y
Not reported
30
30
ORANGE (County), CA
SEAL BEACH NAVAL WEAPONS STATION
FEDERAL LANDS:
Feature 1:
Feature 2:
Feature 3:
Agency:
URL:
Name 1:
Name 2:
Name 3:
State:
Navy DOD
Not reported
Not reported
OOD
Not reported
Seal Beach Naval Weapons Station
Not reported
Not reported
CA
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DaD CDOD044290
N/A
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TC01205694.1 r Page 14
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
B4
NW
< 1/8
510ft.
Relative:
Equal
Actual:
11 ft.
EDR 10 Number
Database(s) EPA 10 Number
ROCKWELL INTERNATIONAL
2600 WESTMINSTER AVE
SEAL BEACH. CA 90740
LUST U003784433
Cortese. N/A
UST
Site 1 of 2 in cluster B
State LUST:
Cross Street: SEAL BEACH
Qty Leaked: 0
Case Number 083001151T
Reg Board: 8
Chemical: Diesel
Lead Agency: Local Agency
LocalAgency: 30000L
Case Type: Other ground water affected
Status: Case Closed
Review Date: Not reported
Workplan: 8/17/870:00
Pollution Char: Not reported
Remed Action: Not reported
Monitoring: Not reported
Close Date: 5/22/960:00
Release Date: 06/18/1987
Cle~nup Fund Id : Not reported
Discover Date: 06/12/1987
Enforcement Ot: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAD)
Enter Date: 3/13/970:00
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
Leak Cause: Not reported
Leak Source: Not reported
MTBE Date: Not reported
Max MTBE GW: Not reported
MTBE Tested: Not Required to be Tested.
Priority: 3A
Local Case # : 0
Beneficial: Not reported
Staff: CAB
GW Qualifier: Not reported
Max MTBE Soil: Not reported
Soil Qualifier: Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Operator: Not reported
Oversight Prgm: LUST
Review Date: 3/13/970:00
Stop Date : I /
Work Suspended :Not reported
Responsible PartyTOMMY JENNINGS
RP Address: 2600 WESTMINSTER BLVD
Globalld: T0605900909
Org Name: Not reported
Contact Person: Not reported
MTBE Cone: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Confirm Leak:
Prelim Assess:
Remed Plan:
Not reported
8/17/87 0:00
Not reported
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TC01205694.1 r Page 15
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Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database(s) EPA 10 Number
ROCKWELL INTERNATIONAL (Continued)
Well Name: Not reported
Distance To Lust: 0
Waste Discharge Global 10: Not reported
Waste Disch Assigned Name: Not reported
U003784433
Cross Street: SEAL BEACH
Qty Leaked: . 0
Case Number 083000327T
Reg Board: 8
Chemical: Gasoline
Lead Agency: Local Agency
Local Agency: 30000L
Case Type: Other ground water affected
Status: Case Closed
Review Date: Not reported
Workplan: 6/13/86 0:00
Pollution Char: Not reported
Remed Action: Not reported
Monitoring: Not reported
Close Date: 2/5/97 0:00
Release Date: 04/01/1986
Cleanup Fund Id : Not reported
Discover Date : 03/26/1986
Enforcement Dt: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 12/31/86 0:00
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim: Not reported
leak Cause: Not reported
Leak Source: Not reported
MTBE Date: Not reported
Max MTBE GW: Not reported
MTBE Tested: Site NOT Tested for MTBE.lncludes Unknown and Not Analyzed.
Priority: 1 A
Local Case # : 0
Beneficial: Not reported
Staff: CAB
GW Qualifier: Not reported
Max MTBE Soil: Not reported
Soil Qualifier: Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Operator: WHALEY, MICHAEL
Oversight Prgm: LUST
Review Date: 3/13/970:00
Stop Date : / I
Work Suspended :Not reported
Responsible PartyTHERESA BOEHM
RP Address: POBOX 4250
Globalld: T0605900257
Org Name: Not reported
Contact Person: Not reported
MTBE Cone: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Confirm Leak:
Prelim Assess:
Remed Plan:
Not reported
,6/13/86 0:00
Not reported
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Map 10
Direction
Distance
Distance (ft.)
Elevation Site
l
EDR 10 Number
Database{s) EPA ID Number
ROCKWELL INTERNATIONAL (Continued)
Well Name: Not reported
Distance To Lust: 0
Waste Discharge Global 10: Not reported
Waste Disch Assigned Name: Not reported
U003784433
Cross Street: SEAL BEACH
Qty leaked: 0
Case Number 083002641T
Reg Board: 8
Chemical: Diesel
Lead Agency: Local Agency
LocalAgency: 30000L
Case Type: Soil only
Status: Case Closed
Review Date: Not reported
Workplan: 4/7/94 0:00
Pollution Char: Not reported
Remed Action: Not reported
Monitoring: Not reported
Close Date: 12127/94 0:00
Release Date: 06/07/1994
Cleanup Fund Id : Not reported
Discover Date: 04/07/1994
Enforcement Dt: Not reported
Enf Type: Waming/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 3/17/970:00
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim: Not reported
Leak Cause: Not reported
Leak Source: Not reported
MTBE Date: Not reported
Max MTBE GW: Not reported
MTBE Tested: Not Required to be Tested.
Priori~: 1A
Local Case # : 0
Beneficial: Not reported
Staff: CAB
GW Qualifier: Not reported
Max MTBE Soil: Not reported
Soil Qualifier: Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Operator: Not reported
Oversight Prgm: LUST
Review Date : 3/17/97 0:00
Stop Date : I /
Work Suspended Not reported
Responsible PartyTOMMY L JENNINGS
RP Address: 2600 WESTMINSTER BLVD
Globalld: T0605901836
Org Name: Not reported
Contact Person: Not reported
MTBE Cone: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Confirm Leak:
Prelim Assess:
Remed Plan:
Not reported
4n 194 0:00
Not reported
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TC01205694.1 r Page 17
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database(s) EPA 10 Number
ROCKWELL INTERNATIONAL (Continued)
Well Name: Not reported
Distance To Lust: 0
Waste Discharge Global 10: Not reported
Waste Disch Assigned Name: Not reported
LUST Region 8:
Region: 8
Substance: 8006619
Regional Board: 08
Local Case Num: 86UT029
F acUity Status: Case Closed
Staff: CARL BERHHARDT .
Lead Agency: Local Agency
Local Agency: 30000L
Qty Leaked: Not reported
County: Orange
Review Date: Not reported
Workplan: 06/13/1986
Pollution Char: Not reported
Remed Action: Not reported
Close Date: 02105/1997
Cleanup Fund Id : Not reported
Discover Date : 03/26/1986
Enforcement Dt: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 12/31/1986
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim: Not reported
Lat/Lon: 33.759415/-118.083738
Leak Cause: Not reported
Leak Source: Not reported
Beneficial: Not reported
MTBE Date: Not reported
MTBE Tested: NT
Max MTBE GW: Not reported
GW Qualifies: Not reported
Max MTBE Soil: Not reported
Soil Qualifies: Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Oversight Prgm: LUST
Priority : Not reported
Work Suspended :Not reported
Waste Disch Globalld: T0605900257
MTBE Class:
Case Type:
How Stopped Date:
Organization Name:
Contact Person:
MTBE Concentration:
MTBE Fuel:
Case Number:
Code Name:
Agency Name:
Priority:
State 'Expalnation:
U003784433
Cross Street:
SEALBEACH.
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Confirm Leak:
Prelim Assess:
Remed Plan:
Monitoring:
Not reported
06/13/1986
Not reported
Not reported
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Other Ground Water not used for drinking or no beneficial use
Not reported
Not reported
Not reported
o
1
083000327T
ORANGE
COUNTY OF ORANGE
Not reported
CASE CLOSED
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TC01205694.1r Page 18
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database(s) EPA 10 Number
ROCKWELL INTERNATIONAL (Continued)
Substance: GASOLINE
~a~ CARLBERHHARDT
Case Type: 0
Summary: Not reported
U003784433
Region: a
Substance: 12034
Regional Board: 08
Local Case Num: 87UT132
Facility Status: Case Closed
Staff: CARL BERHHARDT
Lead Agency: Local Agency
Local Agency: 30000L
Qty Leaked: Not reported
County: Orange
Review Date: Not reported
Workplan: 08/17/1987
Pollution Char: Not reported
Remed Action: Not reported
Close Date: OS/2211996
Cleanup Fund Id : Not reported
Discover Date: 06/12/1987
Enforcement Ot: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date : 03/13/1997
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
LatlLon: 33.759415/-118.083738
Leak Cause: Not reported
Leak Source: Not reported
Beneficial: Not reported
MTBE Date : Not reported
MTBE Tested: NRQ
Max MTBE GW: Not reported
GW Qualifies: Not reported
Max MTBE Soil: Not reported
Soil Qualifies : Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Oversight prgm: LUST
Priority : Not reported
Work Suspended Not reported
Waste Disch Globalld: T0605900909
MTBE Class: 1r
Case Type: Other Ground Water not used for drinking or no beneficial use
How Stopped Date: Not reported
Organization Name: Not reported
Contact Person: Not reported
MTBE Concentration: 0
MTBE Fuel: 0
Case Number: 083001151T
Code Name: ORANGE
Agency Name: COUNTY OF ORANGE
Priority: Not reported
State Expalnation: CASE CLOSED
Cross Street:
SEAL BEACH
-Confirm Leak:
Prelim Assess:
Remed Plan:
Monitoring:
Not reported
08/17/1987
Not reported
Not reported
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TC01205694.1 r Page 19
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
l
!~Nlllj~1'a1;~lIii~lr~j~i~~l\1~J~~~
EDR 10 Number
Database(s) EPA 10 Number
U003784433
ROCKWELL INTERNATIONAL (Continued)
Substance: DIESEL
Staff: CARL BERHHARDT
Case Type: 0
Summary: Not reported
Region: 8
Substance: 12034
Regional Board: 08
Local Case Num: 94UT028
Facility Status: Case Closed
Staff: CARL 8ERHHARDT
Lead Agency: Local Agency
Local Agency: 30000L
Qty Leaked: Not reported
County: Orange
Review Date: Not reported
Workplan: 04/07/1994
Pollution Char: Not reported
Remed Action: Not reported
Close Date: 12127/1994
Cleanup Fund ld : Not reported
Discover Date: 04/07/1994
Enforcement Dt: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date : 03/17/1997
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim: Not reported
Lat/Lon: 33.759415/-118.083738
Leak Cause: Not reported
Leak Source: Not reported
Beneficial: Not reported
MTBE Date: Not reported
MTBE Tested: NRQ
Max MTBE GW: Not reported
GW Qualifies: Not reported
Max MTBE Soil: Not reported
Soil Qualifies : Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Oversight Prgm: LUST
Priority: Not reported
Work Suspended :Not reported
Waste Disch Globalld: 10605901836
MTBE Class:
Case Type:
How Stopped Date:
Organization Name:
Contact Person:
MTBE Concentration:
MTBE Fuel:
Case Number:
Code Name:
Agency Name:
Priority:
State Expalnation:
Cross Street:
SEAL BEACH
Confirm Leak:
Prelim Assess:
Remed Plan:
Monitoring:
Not reported
04/07/1994
Not reported
Not reported
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Soil only
Not reported
Not reported
Not reported
o
o
083002641T
ORANGE
COUNTY OF ORANGE
Not reported
CASE CLOSED
TC01205694.1r Page 20
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
85
NW
< 1/8
510ft.
Relative:
Equal
Actual:
11 ft.
EDR 10 Number
Database(s) EPA 10 Number
U003784433
ROCKWELL INTERNATIONAL (Continued)
Substance: DIESEL
Smre CARLBERHHARDT
Case Type: S
Summary: Not reported
LUST Region OR:
Facility Id:
Record 10:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance:
Facility Id:
Record 10:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance :
Facility Id:
Record 10:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance :
CORTESE:
Region:
F Be Address 2:
Region:
Fac Address 2:
State UST:
Facility 10:
Region:
Local Agency:
86UT029
R00001444
ORANGE
Other ground water affected
02105/1997
9
Gasoline-Automotive (motor gasoline and additives), leaded & unleaded
94UT028
R00001632
ORANGE
Soil only
12127/1994
9
Diesel fuel oil and additives, Nos.1-D, 2-D, 2-4
87UT132
R00001777
ORANGE
Other ground water affected
OS/22/1996
9
Diesel fuel oil and additives, Nos.1-D. 2-D. 2-4
r
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CORTESE
2600 WESTMINSTER AVE
CORTESE
2600 WESTMINSTER AVE
7765
STATE
30000
ROCKWELL INTERNATIONAL CO
2600 WESTMINSTER
SEAL BEACH, CA 90740
Cortese 8100224936
N/A
Site 2 of 2 in cluster B
CORTESE:
Region:
Fac Address 2:
CORTESE
Not reported
I
I
TC01205694.1 r Page 21
I
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
C6
ENE
1/8-1/4
1136 ft.
Relative:
Equal
Actual:
11 ft.
C7
ENE
1/8.1/4
1136 ft.
Relative:
Equal
Actual:
11 ft.
t~~~li~'J~ii~B~if2~11~gl~~ij~f!rl~~;:
EDR 10 Number
Database{s) EPA 10 Number
JIMSCHEVRON SVC
2950 WESTMINSTER
SEAL BEACH, CA 90740
Site 1 of 6 In cluster C
RCRIS:
Owner:
EPA 10:
HOLECHEK JIM
(415) 555-1212
CAD981433493
Contact: Not reported
Classification: Small Quantity Generator
TSDF Activities: Not reported
Violation Status: No violations found
FINDS:
Other Pertinent Environmental Activity Identified at Site:
Resource Conservation and Recovery Act Information system (RCRAINFO)
RCRIS-SQG 1000374221
FINDS' CAD981433493
f
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91637
2950 WESTMINSTER AVE
SEAL BEACH, CA 90740
Site 2 of 6 in cluster C
UST HIST:
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
Facility Type:
F acUity 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
Facility Type:
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
62101
4
575 MARKET
SAN FRANCISCO, CA 94105
PRODUCT
1
00010000
Not reported
Stock Inventor
HOLECHEK,JIM
Gas Station
Owner Name:
Region:
HIST UST U001565614
N/A
CHEVRON U.S.A. INC.
STATE
I
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Container Num: 1
Year Installed: Not reported
Tank Construction: 0000370 unknown
Telephone:
Other Type:
62101
4
575 MARKET
SAN FRANCISCO, CA 94105
PRODUCT
2
00010000
Not reported
Stock Inventor
HOLECHEK,JIM
Gas Station
Owner Name:
Region:
(213) 598-2511
Not reported
CHEVRON U.S.A., INC.
STATE
Container Num: 2
Year Installed: Not reported
Tank Construction: 0000370 unknown
Telephone:
Other Type:
62101
4
575 MARKET
SAN FRANCISCO, CA 94105
PRODUCT
3
00010000
Not reported
Stock Inventor
Owner Name:
Region:
(213) 598...2511
Not reported
I
f
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CHEVRON U.S.A. INC.
STATE
Container Num: 3
Year Installed: Not reported
Tank Construction: 0000370 unknown
TC01205694.1 r Page 22
MaplD
Direction
Distance
Distance (ft.)
Elevation Site
C8
ENE
1/8-1/4
1136 ft.
Relative:
Equal
Actual:
11 ft.
EDR 10 Number
Database(s) EPA 10 Number
91637 (Continued)
Contact Name: HOLECHEK,JIM
Facility Type: Gas Station
U001565614
Telephone:
Other Type:
(213) 598-2511
Not reported
Facility 10:
Total Tanks:
Owner Address:
62101
4
575 MARKET
SAN FRANCISCO. CA 94105
WASTE
4
00001000
Not reported
Stock Inventor
HOLECHEK,JIM
Gas Station
CHEVRON U.S.A. INC.
STATE
Owner Name:
Region:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
Facility Type:
Container Num: 4
Year Installed: Not reported
Tank Construction: 0000370 unknown
Telephone:
Other Type:
(213) 598..2511
Not reported
SEAL WEST CHEVRON
2950 WESTMINSTER AVE
SEAL BEACH, CA 90740
HAZNET U003832042
UST N/A
Site 3 of 6 in cluster C
HAZNET:
Gepaid: CAL000191211
TSD EPA JD: Not reported
Gen County: Orange
Tsd County: Los Angeles
Tons: 1.45
Waste Category: Waste oil and mixed oil
Disposal Method: Recycler
Contact: SAL HASSAN/PRES
Telephone: (562) 598..2511
Mailing Address: 2950 WESTMINSTER AVE
SEAL BEACH. CA 90740
County Not reported
Gepaid: CAL000191211
TSO EPA 10: Not reported
Gen County: Orange
Tsd County: Los Angeles
Tons: 0.56
Waste Category: Other organic solids
Disposal Method: Disposal. Land FiJI
Contact: SAL HASSAN/PRES
Telephone: (562) 598-2511
Mailing Address: 2950 WESTMINSTER AVE
SEAL BEACH, CA 90740
County Not reported
UST Orange County:
Facility 10: F A0024059
~
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1m
I I
TC01205694.1 r Page 23
MaplD
Direction
Distance
Distance (ft.)
Elevation Site
C9
ENE
1/8-1/4
1136 ft.
Relative:
Equal
Actual:
11 ft.
EDR 10 Number
Database(s) EPA 10 Number
CHEVRON #9-1637
2950 WESTMINSTER AVE
SEAL BEACH, CA 90740
LUST 5106109160
N/A
Site 4 of 6 In cluster C
State LUST:
Cross Street: SEAL BEACH
Qty Leaked: 0
Case Number 083000095T
Reg Board: 8
Chemical: Gasoline
Lead Agency: Local Agency
Local Agency: 30000L
Case Type: Other ground water affected
Status: Remedial action (cleanup) Underway
Review Date: Not reported
Workplan: 3/18/86 0:00
Pollution Char: Not reported
Remed Action: 2/14/96 0:00
Monitoring: Not reported
Close Date: Not reported
Release Date: 05/19/1986
Cleanup Fund ld : Not reported
Discover Date : 11/14/1990
Enforcement Dt: Not reported
Enf Type: Waming/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 5/12/870:00
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
Leak Cause; Not reported
Leak Source: Not reported
MTBE Date: 9/11/970:00
Max MTBE GW: 210000 Parts per Billion
MTBE Tested: MTBE Detected. Site tested for MTBE & MT8E detected
Priority: 1 A
Local Case # : 0
Beneficial: Not reported
Staff: TME
GW Qualifier: =
Max MTBE Soil: 5.7 Parts per Million
Soil Qualifier : =
Hydr Basin #: COASTAL PLAIN OF ORA
Operator: JAMES HOLECHEK
Oversight Prgm: LUST
Review Date: 5/31/940:00
Stop Date : I /
Work Suspended Not reported
Responsible PartyLISA THOMPSON
RP Address: POBOX 2833
Globalld: T0605900073
Org Name: Not reported
Contact Person: Not reported
MTBE Cone: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Confirm Leak:
Prelim Assess:
Remed Plan:
Not reported
3/18/86 0:00
Not reported
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TC01205694.1 r Page 24
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database(s) EPA 10 Number
CHEVRON #9-1637 (Continued)
Well Name: Not reported
Distance To Lust: 0
Waste Discharge Global 10: Not reported
Waste Disch Assigned Name: Not reported
8106109160
LUST Region 8:
Region: 8
Substance: 8006619
Regional Board: 08
Local Case Num: 86UT063
F acUity Status: Remedial action (cleanup) Underway
Staff: TOM MBEKE-EKANEM
Lead Agency: Local Agency
Local Agency: 30000L
Qty Leaked: Not reported
County: Orange
Review Date: Not reported
Workplan: 03/18/1986
Pollution Char: Not reported
RemedAction: Not reported
Close Date: Not reported
Cleanup Fund Id : Not reported
Discover Date: 11/14/1990
Enforcement Ot: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 05/12/1987
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
Lat/Lon: 33.759384/-118.0785448
Leak Cause: Not reported
Leak Source: Not reported
Beneficial: Not reported
MTBE Date: 9/11197
MTBE Tested: YES
Max MTBE GW: 210000
GW Qualifies: =
Max MTBE Soil: 5.7
Soil Qualifies: =
Hydr Basin #: COASTAL PLAIN OF ORA
Oversight Prgm: LUST
Priority: Not reported
Work Suspended :Not reported
Waste Disch Globalld: T0605900073
MTBE Class: A
Case Type: Other Ground Water not used for drinking or no beneficial use
How Stopped Date: Not reported
Organization Name: Not reported
Contact Person: Not reported
MTBE Concentration: 3
MTBE Fuel: 1
Case Number: 083000095T
Code Name: ORANGE
Agency Name: COUNTY OF ORANGE
Priority: Not reported
State Expalnation: REMEDIAL ACTION UNDERWAY
Cross Street:
SEAL BEACH
Confirm Leak:
Prelim Assess:
Remed Plan:
Monitoring:
Not reported
03/18/1986
Not reported
Not reported
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TC01205694.1 r Page 25
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
C10
ENE
1/8-1/4
1136 ft.
Relative:
Equal
Actual:
11ft.
C11
ENE
1/8-1/4
1136 ft.
Relative:
Equal
Actual:
11 ft.
012
ENE
1/4-1/2
1408 ft.
Relative:
Equal
Actual:
11 ft.
~l1J~1~r(~~~fI~~~t~g~g~ltf}~u[g~r.~,~ij${~~f
EDR 10 Number
Database(s) EPA 10 Number
CHEVRON #9-1637 (Continued)
Substance:
Staff:
Case Type:
Summary:
GASOLINE
TOM MBEKE-EKANEM
o
Not reported
CHEVRON
2950 WESTMINSTER AVE
SEAL BEACH, CA 90740
Site 5 of 6 in cluster C
LUST Region OR:
F acUity Id:
Record 10:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance :
86UT063
R00002334
ORANGE
Other ground water affected
Not reported
5C
Gasoline-Automotive (motor gasoline and additives), leaded & unleaded
JIM HOLCHEKS CHEVRON SERVICE
2950 WESTMINSTER AVE
SEAL BEACH, CA 90740
Site 6 of 6 in cluster C
State UST:
Facility 10:
Region:
Local Agency:
3589
STATE
30000
SEAL BEACH BLVD AND WESTMINSTER AVE
SEAL BEACH, CA 25204
Site 1 of 4 in cluster D
CAL-SITES:
Facility 10
Status:
Status Date:
Lead:
Region:
Branch:
File Name:
Status Name:
Lead Agency:
NPL:
SIC:
Facility Type:
Type Name:
Staff Member Responsible for Site:
Supervisor Responsible for Site:
Region Water Control Board:
Access:
Cortese:
Hazardous Ranking Score:
Date Site.Hazard Ranked:
30970001
AWP - ANNUAL WORKPLAN (AWP) - ACTIVE SITE
05/01/1986
DTSC
4 - CYPRESS
SO - OMF-SOUTHERN CALIF
Not reported
ANNUAL WORKPLAN - ACTIVE SITE
OEPT OF TOXIC SUBSTANCES CONTROL
Not Listed
97 NATIONAL SECURITY/INTERNATIONAL AFFAIRS
OPEN
OPEN MILITARY BASE
KLEIBEL
Not reported
SA - SANTA ANA
Uncontrolled
U
Not reported
Not reported
Not reported
5106109160
LUST 8105774306
N/A
I
If
TC01205694.1 r Page 26
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
(Continued)
Groundwater Contamination:
No. of Contamination Sources:
LatlLong:
Latllong Method:
State Assembly District Code:
State Senate District:
EDR 10 Number
Database(s) EPA 10 Number
S101272796
Suspected
2.00000
0.00000. 0.00000" 0.00000'" 0.00000. 0.00000' 0.00000"
Not reported
67
35
The CAL-SITES database may contain additional details for this site.
For more information, please click here while viewing on your computer,
or contact your EDR Account Executive.
AWP Facility 10: 30970001
Facility Type: Open military facility
Site Access Controlled: Uncontrolled
Region: CYPRESS
5MBR Branch Unit: OMF-SOUTHERN CALIF
5MBR Branch Code: SO
Site Name. : Not reported
Current Status Date: 19/86/0501
Current Status: ANNUAL WORKPLAN - ACTIVE SITE
Lead Agency Code: DTSC
Lead Agency: OEPT OF TOXIC SUBSTANCES CONTROL
Awp Site Type: OPEN MILITARY BASE
NPL: No
Tier Of AWP Site: Not reported
Source Of Funding : Not reported
Responsible Staff Member: KLEIBEL
Supervisor Responsible: Not reported
Facility SIC: NATIONAL SECURITY/INTERNATIONALAFFAIRS
SIC Code: 97
RWQCB Associated With Site SANTA ANA
RWQCB Code: SA
Site Listed HWS List: Not reported
Hazard Ranking Score: Not reported
Date Site Hazard Ranked: Not reported
Groundwater Contamination: Suspected
# Of Contamination Sources: 2.00000
Latllong Method : Not reported
Description Of Entity : Not reported
State Assembly Distt Code: 67
State Senate District: 35
Latllong: 0.00000. 0.00000" 0.00000"/0.00000.0.00000" 0.00000"
CHMIRS:
OES Control Number:
Chemical Name:
Extent of Release:
Property Use:
Incident Date:
Date Completed:
Time Completed :
Agency Id Number:
Agency Incident Number:
OES Incident Number:
Time Notified :
Surrounding Area :
Estimated Temperature :
6925
raw sewage
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
6925
Not reported
Not reported
Not reported
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TC01205694.1 r Page 27
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
013
ENE
1/4.1/2
1437 ft.
Relative:
Equal
Actual:
11 ft.
rI\Jl'mifi.i1f1g~\1r.f~)~l
EDR 10 Number
Database{ s} EP A 10 Number
(Continued) 8101272796
Property Management: Not reported
More Than Two Substances Involved? : Not reported
Special Studies 1 : Not reported
Special Studies 2 : Not reported
Special Studies 3 : Not reported
Special Studies 4 : Not reported
Special Studies 5 : Not reported
Special Studies 6 : Not reported
Responding Agency Personal # Of Injuries: NO
Responding Agency Personal # Of Fatalities: NO
Resp Agncy Personel # Of Decontaminated: Not reported
Others Number Of Decontaminated : Not reported
Others Number Of Injuries: Not reported
Others Number Of Fatalities : Not reported
Vehicle Make/year: Not reported
Vehicle License Number: Not reported
Vehicle State : Not reported
Vehicle Id Number: Not reported
CAlOOT/PUC/ICC Number: Not reported
Company Name : Not reported
Reporting Officer Name/IO : Not reported
Report Date: Not reported
Comments : Not reported
Facility Telephone Number: Not reported
Waterway Involved : YES
Waterway: Not reported
Spill Site: OTHER
Cleanup By : orange co sanitation district
Containment: NO
What Happened: sewer line ruptured ...suspect faulty lines, spill went storm
channel, no public threat
Type: SEWAGE
Other: Not reported
Chemical 1 : Not Reported
Chemical 2 : Not Reported
Chemical 3 : Not Reported
Datemme : 1 OOO/22feb95
Evacuations: NO
i
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UNOCAL
13980 SEAL BEACH BLVD
SEAL BEACH, CA 90740
Site 2 of 4 in cluster D
State LUST:
Cross Street:
Qty Leaked:
Case Number
Reg Board:
Chemical:
Lead Agency:
Local Agency:
Case Type:
Status:
Review Date:
Workplan:
Pollution Char:
Remed Action:
LUST 5105774308
N/A
WESTMINSTER
o
083000825T
8
Gasoline
Local Agency
30000L
Other ground water affected
Case Closed
Not reported
4/19/900:00
Not reported
Not reported
Confirm leak:
Prelim Assess:
Remed . Plan:
Not reported
4/19/90 0:00
Not reported
TC01205694.1 r Page 28
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database(s} EPA 10 Number
UNOCAL (Continued)
Monitoring: Not reported
Close Date: 12/16/91 0:00
Release Date: 04/0211988
Cleanup Fund Id : Not reported
Discover Date: 08/01/1986
Enforcement Dt: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 4/1/880:00
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
Leak Cause: Not reported
Leak Source: Not reported
MTBE Date: 7/31/02 0:00
Max MTBE GW: 4600. Parts per Billion
MTBE Tested: MTBE Detected. Site tested for MTBE & MTBE detected
Priority: Not reported
Local Case # : 0
Beneficial: Not reported
Staff: NOM
GW Qualifier: =
MaxMTBE Soil: 3800 Parts per Million
Soil Qualifier: =
Hydr Basin #: COASTAL PLAIN OF ORA
Operator: Not reported
Oversight Prgm: LUST
Review Date: 2/3/920:00
Stop Date : I I
Work Suspended :Not reported
Responsible PartyRICH GOSSETT
RP Address: 2750 MURRHY CANYON RD
Globalld: T0605900651
Org Name: Not reported
Contact Person: Not reported
MTBE Cone: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Well Name: Not reported
Distance To Lust: 0
Waste Discharge Global 10: Not reported
Waste Disch Assigned Name: Not reported
LUST Region 8:
Region: 8
Substance: 8006619
Regional Board: 08
Local Case Num: 90UT105
Facility Status: Case Closed
Staff: NANCY OLSON MARTIN
Lead Agency: Local Agency
Local Agency: 30000L
Qty Leaked: Not reported
County: Orange
Review Date: Not reported
Workplan: 04/19/1990
Pollution Char: Not reported
8105774308
f
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Cross Street:
WESTMINSTER
Confirm Leak:
Prelim Assess:
Remed Plan:
Not reported
04119/1990
Not reported
TC01205694~ 1 r \ Page 29
Map 10
Direction
Distance
'Distance (ft.)
Elevation Site
;~l~~'~~il~I'llltliil1_Uwlfti~f~;
EDR 10 Number
Database(s) EPA 10 Number
UNOCAL (Continued)
Remed Action: Not reported
Close Date: 12/16/1991
Cleanup Fund Id : Not reported
Discover Date: 08/01/1986
Enforcement Ot: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date: 04/01/1988
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
Lat/Lon: 33.7597499/--118.0776597
Leak Cause: Not reported
Leak Source: Not reported
Beneficial: Not reported
MTBE Date: 7/31/02
MTBE Tested: YES
Max MTBE GW: 4600
GW Qualifies: =
Max MTBE Soil: 3800
Soil Qualifies:
Hydr Basin #: COASTAL PLAIN OF ORA
Oversight Prgm: LUST
Priority: Not reported
Work Suspended :Not reported
Waste Disch Globalld: T0605900651
MTBE Class:
Case Type:
How Stopped Date:
Organization Name:
Contact Person:
MTBE Concentration:
MTBE Fuel:
Case Number:
Code Name:
Agency Name:
Priority:
State Expalnation:
Substance:
Staff:
Case Type:
Summary:
LUST Region OR:
Facility Id:
Record 10:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance:
8105774308
Monitoring:
Not reported
I
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I
Other Ground Water not used for drinking or no beneficial use
Not reported
Not reported
Not reported
o
1
083000825T
ORANGE
cqu~lY OF ORANGE
Not reported
CASE CLOSED
GASOLINE
NANCY OLSON MARTIN
o
Not reported
(
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90UT105
R00001868
ORANGE
Other ground water affected
12/16/1991
9
Gasoline-Automotive (motor gasoline and additives)t leaded & unleaded
I"
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TC01205694.1 r Page 30
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
014
ENE
1/4-1/2
1437 ft.
Relative:
Equal
Actual:
11 ft.
EDR 10 Number
Database{s) EPA ID Number
UNOCAL #4970
13980 SEAL BEACH BLVD
SEAL BEACH, CA 90740
HAZNET 8100938832
LUST NJA
Cortese
Site 3 of 41n cluster D
LUST Region OR:
Facility Id:
Record 10:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance:
98UT076
R00002878
ORANGE
Other ground water affected
Not reported
7
Gasoline-Automotive (motor gasoline and additives), leaded & unleaded
HAZNET:
Gepaid: CAD981648504
TSD EPA 10: CAT080011059
Gen County: Orange
Tsd County: Los Angeles
Tons: 1.4344
Waste Category: Aqueous solution with 100/0 or more total organic residues
Disposal Method: Recycler
Contact: UNION OIL COMPANY OF CALIFORNI
Telephone: (714) 428-6560
Mailing Address: PO BOX 25376
SANTA ANA, CA 92799 - 5376
County Orange
Gepaid: CAL000016461
TSD EPA 10: CAT080013352
Gen County~ Orange
Tsd County: Los Angeles
Tons: .4170
Waste Category: Unspecified aqueous solution
Disposal Method: Recycler
Contact: KRUGER EUGENE F
Telephone: (ODD) 000-0000
Mailing Address: 13980 SEAL BEACH BLVD
SEAL BEACH, CA 90740 - 5301
County Orange
Gepaid: CAL000016461
TSD EPA 10: CAT080013352
Gen County: Orange
Tsd County: Los Angeles
Tons: .5420
Waste Category: Unspecified aqueous solution
Disposal Method: Not reported
Contact: KRUGER EUGENE F
Telephone: (000) 000-0000
Mailing Address: 13980 SEAL BEACH BLVD
SEAL BEACH, CA 90740 - 5301
County Orange
TC01205694.1 r Page 31
C[
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Map 10
Direction
Distance
Distance (ft.)
Elevation Site
015
ENE
1/4.1/2
1437 ft.
Relative:
Equal
Actual:
11 ft.
l~i~liftIJI_~~il~11!~1~;i~~~)1~~~;;~;
UNOCAL #4970 (Continued)
Gepaid: CAL000016461
TSO EPA 10: CAT080013352
Gen County: Orange
Tsd County: Los Angeles
Tons: .6880
Waste Category: Aqueous solution with 10% or more total organic residues
Disposal Method: Recycler
Contact: KRUGER EUGENE F
Telephone: (000) 000-0000
Mailing Address: 13980 SEAL BEACH BLVD
SEAL BEACH. CA 90740 - 5301
County Orange
Gepaid: CAL000016461
TSD EPA 10: CAT080013352
Gen County: Orange
Tsd County: Los Angeles
Tons: 1.2718
Waste Category: Aqueous solution with 100/0 or more total organic residues
Disposal Method: Recycler
Contact: KRUGER EUGENE F
Telephone: (000) 000-0000
Mailing Address: 13980 SEAL BEACH BLVD
SEAL BEACH, CA 90740 .. 5301
County Orange
CORTESE:
Region:
Fae Address 2:
Region:
Fac Address 2:
The CA HAZNET database contains 13 additional records for this site.
For more information, please click here while viewing on your computer,
or contact your EDR Account Executive.
CORTESE
13980 SEAL BEACH BLVD
CORTESE
13980 SEAL BEACH BLVD
Tasca -76 STATION #4970
13980 SEAL BEACH BL VO
SEAL BEACH, CA 90740
Site 4 of 4 in cluster D
State LUST:
Cross Street:
Qty leaked:
Case Number
Reg Board:
Chemical:
Lead Agency:
Local Agency:
Case Type:
Status:
Abate Method:
Review Date:
Workplan:
Pollution Char:
WESTMINSTER
o
083003283T
8
Gasoline
Local Agency
30000L
Other ground water affected
Preliminary site assessment underway
Excavate and Dispose - remove contaminated soil and dispose in approved
site
Not reported
10/14/98 0:00
Not reported
Confirm Leak:
Prelim Assess:
Remed Plan:
Not. reported
10/14/980:00
Not reported
EDR 10 Number
Database(s} EPA 10 Number
8100938832
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LUST 5105181247
N/A
TC01205694.1r Page 32
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database{s) EPA 10 Number
Tosca -76 STATION #4970 (Continued) 5105181247
Remed Action: Not reported
Monitoring: Not reported
Close Date: Not reported
Release Date: 10/15/1998
Cleanup Fund Id : Not reported
Discover Date: 09/23/1998
Enforcement Dt: Not reported
Enf Type: Waming/notice of violation to uncooperative responsible parties (includes COO and CAD)
Enter Date: 11/6/980:00
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
Leak Cause: Not reported
Leak Source: Not reported
MTBE Date : 917/00 0:00
Max MTBE GW: 39000 Parts per Billion
MTBE Tested: MTBE Detected. Site tested for MTBE & MTBE detected
Priority: . 1 B
Local Case # : 0
Beneficial: Not reported
Staff: NOM
GW Qualifier: =
Max MTBE Soil: 4.8 Parts per Million
Soil Qualifier : =
Hydr Basin #: COASTAL PLAIN OF ORA
Operator: Not reported
Oversight Prgm: LUST
Review Date: 7/26/00 0:00
Stop Date : / /
Work Suspended :Not reported
Responsible PartyCHRIS SWARTZ
RP Address: 555 ANTON RM 09753
Globalld: T0605902210
Org Name: Not reported
Contact Person: Not reported
MTBEConc: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Well Name: Not reported
Distance To Lust: 0
Waste Discharge Global 10: Not reported
Waste Disch Assigned Name: Not reported
I
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LUST Region 8:
Region: 8
Substance: 8006619
Regional Board: 08
Local Case Num: 98UT076
Facility Status: Preliminary site assessment underway
Staff: NANCY OLSON MARTIN
Lead Agency: Local Agency
Local Agency: 30000L
Abate Method: Excavate and Dispose - remove contaminated soil and dispose in approved
site
Not reported
Orange
Cross Street:
WESTMINSTER
Qty Leaked:
County:
Tea 1205694.1r Page 33
Map 10
Direction
Distance
Distance {ft.)
Elevation Site
;~~~\ts~11!:_.iJ~~1It'~~~1~1~~~?iX~k~i.,
EOR 10 Number
Database(s) EPA 10 Number
Tosca · 76 STATION #4970 (Continued)
Review Date: Not reported
Workplan: 10/14/1998
Pollution Char: Not reported
Remed Action: Not reported
Close Date: Not reported
Cleanup Fund Id : Not reported
Discover Date: 09/23/1998
Enforcement Ot: Not reported
Enf Type: Warning/notice of violation to uncooperative responsible parties (includes COO and CAO)
Enter Date : 11/06/1998
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim: Not reported
LatlLon : 33.. 7597499 /-118.0776597
Leak Cause: Not reported
Leak Source: Not reported
Beneficial: Not reported
MTBE Date : 917/00
MTBE Tested: YES
Max MTBE GW: 39000
GW Qualifies: =
Max MTBE Soil: 4.8
Soil Qualifies : =
Hydr Basin #: COASTAL PLAIN OF ORA
Oversight prgm: LUST
Priority : Not reported
Work Suspended :Not reported
Waste Disch Globalld: T0605902210
MTBE Class: A
Case Type: Other Ground Water not used for drinking or no beneficial use
How Stopped Date: Not reported'
Organization Name: Not reported
Contact Person: Not reported
MTBE Concentration: 3
MTBE fuel: 1
Case Number: 083003283T
Code Name: ORANGE
Agency Name: COUNTY OF ORANGE
Priority: Not reported
State Expalnation: SITE WORKPLAN UNDERWAY
Substance: GASOLINE
Staff: NANCY OLSON MARTIN
Case Type: 0
Summary: Not reported
8105181247
Confirm Leak:
Prelim Assess:
Remed Plan:
Monitoring:
Not reported
10/14/1998
Not reported
Not reported
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WNW
114.1/2
2496 ft.
GOLDEN RAIN FOUNDATION
1280 GOLDEN RAIN RD
SEAL BEACH, CA 90740
RCRIS-SQG 1000186950
FINDS CAD981972698
HAZNET
LUST
Cortese
UST
HIST UST
I
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I
Relative:
Lower
Actual:
2 ft.
TC01205694.1 r Page 34
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
l
EDR 10 Number
Database{s) EPA 10 Number
GOLDEN RAIN FOUNDATION (Continued)
RCRIS:
Owner:
1000186950
EPA 10:
Contact:
GOLDEN RAIN FOUNDATION
(415) 555-1212
CAD981972698
ENVIRONMENTAL MANAGER
(213) 431-6586
Classification: Small Quantity Generator
TSDF Activities: Not reported
Violation Status: No violations found
FINDS:
Other Pertinent Environmental Adivity Identified at Site:
Resource Conservation and Recovery Act Information system (RCRAINFO)
State LUST:
Cross Street: EL DORADO
Qty Leaked: 0
Case Number 083000175T
Reg Board: 8
Chemical: Waste Oil
Lead Agency: Local Agency
Local Agency: 30000L
Case Type: UG
Status: Case Closed
Review Date: Not reported
Workplan: Not reported
Pollution Char: Not reported
Remed Action: Not reported
Monitoring: Not reported
Close Date: 5n /87 0:00
Release Date: 01/15/1987
Cleanup Fund Id : Not reported
Discover Date: 01/16/1987
Enforcement Dt: Not reported
Enf Type: None taken
Enter Date : 2/2187 0:00
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim : Not reported
Leak Cause: Not reported
Leak Source: Not reported
MTBE. Date : Not reported
Max MTBE GW: Not reported
MTBE Tested: Not Required to be Tested.
Priority: Not reported
Local Case # : 0
Beneficial: Not reported
Staff: NOM
GW Qualifier: Not reported
Max MTBE Soil: Not reported
Soil Qualifier: Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Operator: SUTPHEN, TOM
Oversight Prgm: LUST
Confirm leak:
Prelim Assess:
Remed Plan:
Not reported
Not reported
Not reported
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TC01205694.1 r Page 35
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
~~;Iii~3tlr~1It\.~~t~~i~~I~~~1&3'~~~il~it,
EDR 10 Number
Database(s) EPA 10 Number
GOLDEN RAIN FOUNDATION (Continued)
Review Date: 4/18/950:00
Stop Date : I /
Work Suspended Not reported
Responsible PartyNot reported
RP Address: Not reported
Globalld: T0605900135
Org Name: Not reported
Contact Person: Not reported
MTBE Cone: Not reported
Mtbe Fuel: Not reported
Water System Name: Not reported
Well Name: Not reported
Distance To Lust: 0
Waste Discharge GloballD: Not reported
Waste Disch Assigned Name: Not reported
LUST Region 8:
Region: 8
Substance: 12035
Regional Board: 08
Local Case Num: 87UT012
F acUity Status: Case Closed
Staff: NANCY OLSON MARTIN
Lead Agency: Local Agency
Local Agency: 30000L
Qty Leaked: Not reported
County: Orange
Review Date: Not reported
Workplan: Not reported
Pollution Char: Not reported
Remed Action: Not reported
Close Date: 05/07/1987
Cleanup Fund Id : Not reported
Discover Date: 01/16/1987
Enforcement Dt: Not reported
EnfType: None taken
Enter Date: 0210211987
Funding: Not reported
Staff Initials: SAS
How Discovered: Not reported
How Stopped: Not reported
Interim: Not reported
LatILon: 33.761215/..118.0895213
Leak Cause: Not reported
Leak Source: Not reported
Beneficial: Not reported
MTBE Date: Not reported
MTBE Tested: NRQ
Max MTBE GW: Not reported
GW Qualifies : Not reported
Max MTBE Soil: Not reported
Soil Qualifies: Not reported
Hydr Basin #: COASTAL PLAIN OF ORA
Oversight Prgm: LUST
Priority : Not reported
Work Suspended :Not reported
Waste Disch Globalld: T0605900135
MTBE Class: ...
1000186950
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Cross Street:
ELDORADO
Confirm Leak:
Prelim Assess:
Remed Plan:
Monitoring:
Not reported
Not reported
Not reported
Not reported
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.. i
TC01205694.1 r Page 36
MaplD
Direction
Distance
Distance (ft.)
Elevation Site
GOLDEN RAIN FOUNDATION (Continued)
Case Type: Not reported
How Stopped Date: Not reported
Organization Name: Not reported
Contact Person: Not reported
MTBE Concentration: 0
MTBE Fuel: 0
Case Number: 083000175T
Code Name: ORANGE
Agency Name: COUNTY OF ORANGE
Priority: Not reported
State Expalnation: CASE CLOSED
Substance: WASTE OIL
Staff: NANCY OLSON MARTIN
Case Type: UG
Summary: CASE CLOSED PRIOR TO START OF LOP CONTRACT.
LUST Region OR:
Facility Id:
Record 10:
Region:
Case Type:
Date Closed:
Current Status:
Released Substance :
87UT012
R00001048
ORANGE
Undefined
05/07/1987
9
Waste oil/Used oil
HAZNET:
Gepaid: CAD981972698
TSD EPA 10: CAT000613976
Gen County: Orange
Tsd County: Orange
Tons: .2834
Waste Category: Liquids with halogenated organic compounds> 1000 mg/I
Disposal Method: Transfer Station
Contact: GOLDEN RAIN FOUNDATION
Telephone: (000) 000-0000
Mailing Address: PO BOX 2069
SEAL BEACH, CA 90740 - 1069
County Orange
Gepaid: CAD981972698
TSD EPA 10: CAT000613893
Gen County: Orange
Tsd County: Los Angeles
Tons: .1333
Waste Category: Aqueous solution with less than 100,'0 total organic residues
Disposal Method: Transfer Station
Contact: GOLDEN RAIN FOUNDATION
Telephone: (000) 000-0000
Mailing Address: PO BOX 2069
SEAL BEACH, CA 90740 - 1069
County Orange
EDR 10 Number
Database(s) EPA 10 Number
1000186950
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TC01205694.1 r Page 37
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
. j~I~~!~~~1~t!iiii~i~I~~~J.i7I~j\~~~ii~li4~Y!~1'
EDR 10 Number
Database(s) EPA 10 Number
GOLDEN RAIN FOUNDATION (Continued)
Gepaid: CAD981972698
TSD EPA 10: CAT080033681
Gen County: Orange
Tsd County: Los Angeles
Tons: .3544
Waste Category: Waste oil and mixed oil
Disposal Method: Disposal, Land Fill
Contact: GOLDEN RAIN FOUNDATION
Telephone: (000) 000-0000
Mailing Address: PO BOX 2069
SEAL BEACH, CA 90740 -1069
County Orange
Gepaid: CAD981972698
TSD EPA 10: CAD093459485
Gen County: Orange
Tsd County: Fresno
Tons: .0498
Waste Category: Unspecified solvent mixture Waste
Disposal Method: Transfer Station
Contact: GOLDEN RAIN FOUNDATION
Telephone: (000) 000-0000
Mailing Address: PO BOX 2069
SEAL BEACH, CA 90740 - 1069
County Orange
Gepaid: CAD981972698
TSD EPA 10: CAD093459485
Gen County: Orange
Tsd County: Fresno
Tons: .0332
Waste Category: Unspecified solvent mixture Waste
Disposal Method: Transfer Station
Contact: GOLDEN RAIN FOUNDATION
Telephone: (000) 000-0000
Mailing Address: PO BOX 2069
SEAL BEACH, CA 90740 -1069
County Orange
1000186950
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The CA HAZNET database contains 6 additional records for this site.
For more information, please click here while viewing on your computer,
or contact your EDR Account Executive.
CORTESE:
Region:
Fac Address 2:
UST HIST:
Facility 10:
Total Tanks:
Owner Address:
CORTESE
1280 GOLDEN RAIN RD
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
42361
3
P.O. BOX 2069
SEAL BEACH, CA 90740
PRODUCT
1
00001000
DIESEL
None
Not reported
Owner Name:
Region:
GOLDEN RAIN FOUNDATI.ON
STATE
Container Num: 1
Year Installed: 1962
Tank Construction: Not Reported
Telephone:
(213) 431-6586
TC01205694.1 r Page 38
Map 10
Direction
Distance
Distance (ft.)
Elevation Site
EDR 10 Number
Database(s) EPA 10 Number
GOLDEN RAIN FOUNDATION (Continued)
Facility Type: Other
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
Facility Type:
State UST:
Facility 10: 5051
Region: STATE
Local Agency: 30000
UST Orange County:
Facility 10: FA0024370
Facility 10:
Total Tanks:
Owner Address:
Tank Used for:
Tank Num:
Tank Capacity:
Type of Fuel:
Leak Detection:
Contact Name:
Facility Type:
Facility 10:
Total Tanks:
Owner Address:
1000186950
Other Type:
Not reported
42361
3
P.O. BOX 2069
SEAL BEACH, CA 90740
PRODUCT
2
00002000
UNLEADED
None
Not reported
Other
Owner Name:
Region:
GOLDEN RAIN FOUNDATION
STATE
Container Num: 2
Year Installed: Not reported
Tank Construction: Not Reported
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Telephone:
Other Type:
(213) 431-6586
Not reported
42361
3
P.O. BOX 2069
SEAL BEACH, CA 90740
PRODUCT
3
00010000
REGULAR
None
Not reported
Other
GOLDEN RAIN FOUNDATION
STATE
Owner Nam~: .....
Region:
Container Num: H295560
Year Installed: 1978
Tank Construction: 1/4" inches
Telephone:
Other Type:
(213) 431-6586
Not reported
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TC01205694.1r Page 39
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To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.
Elapsed ASTM days: Provides confirmation that this EDR report meets or exceeds the SO-day updating requirement
of the ASTM standard.
FEDERAL ASTM STANDARD RECORDS
NPL: National Priority List
Source: EPA
Telephone: N/A
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 04/27/04
Date Made Active at EDR: OS/21/04
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 05/04/04
Elapsed ASTM days: 17
Date of Last EDR Contact: 05/04/04
I
I
I
I
NPL Site Boundaries
Sources:
EP A's Environmental Photographic Interpretation Center (EPIC)
Telephone: 202-564-7333
EPA Region 1
Telephone 617...918-1143
EPA Region 3
Telephone 215-814...5418
EPA Region 4
Telephone 404..562-8033
EPA Region 6
Telephone: 214-655-6659
EPA Region 8
Telephone: 303-312...6774
Proposed NPL: Proposed National Priority List Sites
Source: EPA
Telephone: N/A
Date of Government Version: 04/27/04
Date Made Active at EDR: OS/21/04
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 05/04/04
Elapsed ASTM days: 17
Date of Last EDR Contact: 05/04/04
CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System
Source: EPA
Telephone: 703-413-0223
CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEP A by states, municipalities,
private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities
List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL.
Date of Government Version: 02126/04 Date of Data Arrival at EDR: 03/22/04
Date Made Active at EDR: 04/02104 Elapsed ASTM days: 11
Database Release Frequency: Quarterly Date of Last EDR Contact: 03/22/04
CERCLIS.NFRAP: CERCLIS No Further Remedial Action Planned
Source: EPA
Telephone: 703-413-0223
As of February 1995, CERCLIS sites designated "No Further Remedial Action Planned" (NFRAP) have been removed
from CERCLIS. NFRAP sites may be sites where, following an initial investigation, no contamination was found,
contamination was removed quickly without the need for the site to be placed on the NPL, or the contamination
was not serious enough to require Federal Superfund action or NPL consideration. EPA has removed approximately
25,000 NFRAP sites to lift the unintended barriers to the redevelopment of these properties and has archived them
as historical records so EPA does not needlessly repeat the investigations in the future. This policy change is
part of the EPA's Brownfields Redevelopment Program to help cities, states, private investors and affected citizens
to promote economic redevelopment of unproductive urban. sites.
TC01205694.1r PageGR-1
Date of Government Version: 02126/04
Date Made Active at EDR: 04/02104
Database Release Frequency: Quarterfy
Date of Data Arrival at EDR: 03/22/04
Elapsed ASTM days: 11
Date of Last EDR Contact: 03/22104
CORRACTS: Corrective Action Report
Source: EPA
Telephone: 800-424-9346
CORRACTS identifies hazardous waste handlers with ReRA corrective action activity.
Date of Government Version: 03/15/04 Date of Data Arrival at EDR: 03/25/04
Date Made Active at EDR: 04115/04 ElapsedASTM days: 21
Database Release Frequency: Semi-Annually Date of Last EDR Contact: 03/08/04
RCRIS: Resource Conservation and Recovery Information System
Source: EPA
Telephone: 800-424-9346
Resource Conservation and Recovery Information System. RCRIS includes selective information on sites which generate,
transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery
Act (RCRA). Conditionally exempt small quantity generators (CESQGs): generate less than 100 kg of hazardous
waste, or less than 1 kg of acutely hazardous waste per month. Small quantity generators (SQGs): generate between
100 kg and 1,000 kg of hazardous waste per month. Large quantity generators (LaGs): generate over 1,000 kilograms
(kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Transporters are individuals or
entities that move hazardous waste from the generator off-site to a facility that can recycle, treat, store, or
dispose of the waste. TSDFs treat, store, or dispose of the waste.
Date of Government Version: 04/13104
Date Made Active at EDR: 05/13/04
Database Release Frequency: Varies
f
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I
I
I
Date of Data Arrival at EDR: 04/20/04
Elapsed ASTM days: 23
Date of Last EDR Contact: 04/20/04
Date of Govemment Version: 12/31/03
Date Made Active at EDR: 03/12/04
Database Release Frequency: Annually
Date of Data Arrival at EDR: 01126/04
Elapsed ASTM days: 46
Date of Last EDR Contact: 04/26/04
t
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ERNS: Emergency Response Notification System
Source: National Response Center, United States Coast Guard
Telephone: 202-260-2342
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
FEDERAL ASTM SUPPLEMENTAL RECORDS
BRS: Biennial Reporting System
Source: EP AlNTIS
Telephone: 800-424..9346
The Biennial Reporting System is a national system administered by the EPA that collects data on the. generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LOG)
and Treatment, Storage, and Disposal Facilities.
Date of Government Version: 12/01/01
Database Release Frequency: Biennially
Date of Last eOR Contact: 03/16/04
Date of Next Scheduled EDR Contact: 06/14/04
CONSENT: Superfund (CERCLA) Consent Decrees
Source: EP A Regional Offices
Telephone: Varies
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Date of Government Version: N/A Date of Last EDR Contact: N/A
Database Release Frequency: Varies Date of Next Scheduled EDR Contact: N/A
TC0120S694.1r
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ROD: Records Of Decision
Source: EPA
Telephone: 703-416..0223
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
Date of Government Version: 01/09/04
Database Release Frequency: Annually
bate of Last EDR Contact: 04/05/04
Date of Next Scheduled EDR Contact: 07/05/04
DEllSTED NPL: National Priority List Deletions
Source: EPA
Telephone: N/A
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL~ In accordance with 40 CFR 300~425~(e). sites may be deleted from the
NPL where no further response is appropriate~
Date of Government Version: 04/27/04
Database Release Frequency: Quarterty
Date of Last EDR Contact: 05/04/04
Date of Next Scheduled EDR Contact: 08/02104
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FINDS: Facility Index System/Facility Identification Initiative Program Summary Report
Source: EPA
Telephone: N/A
Facility Index System~ FINDS contains both facility information and 'pointers' to other sources that contain more
detail. EDR includes the following FINDS databases in this report: pes (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Date of Government Version: 04/08/04 Date of Last EDR Contact: 04/05/04
Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 07/05/04
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HMIRS: Hazardous Materials Information Reporting System
Source: u.S. Department of Transportation
Telephone: 202-366-4555
Hazardous Materials Incident Report System~ HMIRS contains hazardous material spill incidents reported to DOT.
Date of Government Version: 02117/04 Date of Last EDR Contact: 04/20/04
Database Release Frequency: Annually Date of Next Scheduled EDR Contact~ 07/19/04
ML TS: Material Licensing Tracking System
Source: Nuclear Regulatory Commission
Telephone: 301-415-7169
ML TS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements.. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Date of Government Version: 01/15/04
Database Release Frequency: Quarterty
Date of Last EDR Contact: 04/05/04
Date of Next Scheduled EDR Contact: 07/05/04
MINES: Mines Master Index File
Source: Department of Labor, Mine Safety and Health Administration
Telephone: 303..231-5959
Date of Government Version: 03/05/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 03/30/04
Date of Next Scheduled EDR Contact: 06/28/04
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NPL LIENS: Federal Superfund Liens
Source: EPA
Telephone: 202-564-4267
Federal Superfund Liens. Under the authority granted the USEPA by the Comprehensive Environmental Response. Compensation
and Liability Act (CERCLA) of 1980, the USEPA has the authority to file liens against real property in order
to recover remedial action expenditures or when the property owner receives notification of potential liability.
USEPA compiles a listing of filed notices of Superfund Liens~
TC01205694..1 r Page. GR-3
Date of Government Version: 10/15/91
Database Release Frequency: No Update Planned
Date of Last EDR Contact: 03/12/04
Date of Next Scheduled EDR Contact: OS/24/04
PADS: PCB Activity Database System
Source: EPA
Telephone: 202-564-3887
PCB Activity Database. PADS Identifies generators, transporters, commercial starers and/or brokers and disposers
of PCB's who are required to notify the EPA of such activities.
Date of Government Version: 12/30/03
Database Release Frequency: Annually
Date of Last EDR Contact: 05/12/04
Date of Next Scheduled EDR Contact: 08/09/04
000: Department of Defense Sites
Source: USGS
Telephone: 703-692-8801
This data set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Istands.
Date of Government Version: 10/01/03 Date of Last EDR Contact: 02102/04
Database Release Frequency: Semi-Annually Date of Next Scheduled EDR Contact: 05/10/04
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STORMWATER: Storm Water General Permits
Source: Environmental Protection Agency
Telephone: 202564-0746
A listing of all facilities with Storm Water General Permits.
Date of Government Version: N/ A
Database Release Frequency: Quarterly
Date of Last EDR Contact: N/A
Date of Next Scheduled EDR Contact: NI A
Date of Government Version: 10/01/03
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 02102/04
Date of Next Scheduled EDR Contact: 05/10/04
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INDIAN RESERV: Indian Reservations
Source: USGS
Telephone: 202-208..3710
This map layer portrays Indian administered lands of the United States that have any area equal to or greater
than 640 acres.
US BROWNFIELDS: A Listing of Brownfields Sites
Source: Environmental Protection Agency
Telephone: 202-566-2777
Included in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownfields
properties addressed by Targeted Brownfields Assessments. Targeted Brownfields Assessments-EPA's Targeted Brownfields
Assessments (TBA) program is designed to help states, tribes, and municipalities--especially those without EPA
Brownfields Assessment Demonstration Pilots-minimize the uncertainties of contamination often associated with
brownfields. Under the TBA program, EPA provides funding and/or technical assistance for environmental assessments
at brownfields sites throughout the country. Targeted Brownfields Assessments supplement and work with other efforts
under EPA's Brownfields Initiative to promote cleanup and redevelopment of brownfields. Cooperative Agreement
Recipients-States, political subdivisions, territories, and Indian tribes become BCRLF cooperative agreement recipients
when they enter into BCRLF cooperative agreements with the U.S. EPA. EPA selects BCRLF cooperative agreement recipients
based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided
through BCRLF cooperative agreement for specified brownfields-related cleanup activities.
Date of Government Version: 04/14/04 Date of last EDR Contact: 03/15/04
Database Release Frequency: Semi-Annually Date of Next Scheduled EDR Contact: 06/14/04
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RMP: Risk Management Plans
Source: Environmental Protection Agency
Telephone: 202-564-8600 .
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance
for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program
Rule (RMP Rule) was written to implement Section 112{r)of these. amendments. . The rule, which built upon existing
industry codes and standards, requires companies of all. sizes that use certain flammable and toxic substances
to develop a Risk Management Program, which inCludes a(n): Hazard assessment that details the potential effects
of an accidental release, an accident history of thejast five years, and an evaluation of worst-case and alternative
accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee
training measures; and Emergency response program that spells out emergency health care, employee training measures
and procedures for informing the public and response agenciesie.g the fire department) should an accident occur.
TC01205694.1r Page GR-4
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~'.r"., -)~~'~i,l._' .:' GOVE.RN M E N1F~i': REQQ RDS ...S EARG H E.D.., l~ ,()AtI1M.:C]jRRENC;~'i.TRAe KI NB~~;;.,~~~~. ~~",::,Jt".,
Date of Government Version: N/A
Database Release Frequency: N/A
Date of Last EDR Contact: N/A
Date of Next Scheduled EDR Contact: N/A
FUDS: Formerly Used Defense Sites
Source: u.s. Army Corps of Engineers
T elephona: 202-528-4285
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers
is actively working or will take necessary cleanup actions.
Date of Government Version: 10/01/03
Database Release Frequency: Varies
Date of Last EDR Contact: 04/26/04
Date of Next Scheduled EDR Contact 07/05/04
RAATS: RCRA Administrative Action Tracking System
Source: EPA
Telephone: 202...564-4104
RCRA Administration Action Tracking System. RAA TS contains records based on enforcement actions issued under ReRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAA TS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAA TS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/95 Date of Last EDR Contact: 03/08/04
Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: 06/07/04
TRIS: Toxic Chemical Release Inventory System
Source: EPA
Telephone: 202...566...0250
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
Date of Government Version: 12/31/01
Database Release Frequency: Annually
Date of Government Version: 12/31/02
Database Release Frequency: Every 4 Years
Date of Last EDR Contact: 03/05/04
Date of Next Scheduled EDR Contact: 06/07/04
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Date of Last EDR Contact: 03/23/04
Date of Next Scheduled EDR Contact: 06/21/04
TSCA: Toxic Substances Control Act
Source: EPA
T elephona: 202-260...5521
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
FTTS INSP: FIFRAI TSCA Tracking System - FIFRA (Federallnsecticidet Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
Source: EPA
T elephona: 202-564-2501
Date of Government Version: 04/13/04
Database Release Frequency: auarterly
Date of Last EDR Contact: 03/22/04
Date of Next Scheduled EDR Contact: 06/21/04
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SSTS: Section 7 Tracking Systems
Source: EPA
Telephone: 202-564-5008
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March
1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.
Date of Government Version: 12131/01 Date of Last EDR Contact: 04/19/04
Database Release Frequency: Annually Date of Next Scheduled EDR Contact: 07/19/04
TC01205694.1 r Page GR-E
FITS: FIFRAI TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
Source: EPAlOffice of Prevention. Pesticides and Toxic Substances
Telephone: 202-564-2501
FITS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Date of Government Version: 04/13/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/22/04
Date of Next Scheduled EDR Contact: 06/21/04
STATE OF CALIFORNIA ASTM STANDARD RECORDS
AWP: Annual Workplan Sites
Source: California Environmental Protection Agency
Telephone: 916...323-3400
Known Hazardous Waste Sites. California DTSC's Annual Workplan (AWP). formerly SEPt identifies known hazardous
substance sites targeted for cleanup.
Date of Govemment Version: 03/02104
Date Made Active at EDR: 03/24/04
Database Release Frequency: Annually
Date of Data Arrival at EDR: 03/03/04
Elapsed ASTM days: 21
Date of Last EDR Contact: 03/03/04
CAL-SITES: Calsites Database
Source: Department of Toxic Substance Control
Telephone: 916-323-3400
The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California
EPA reevaluated and significantly reduced the number of sites in the Calsites database.
Date of Government Version: 03/02104 Date of Data Arrival at EDR: 03/03/04
Date Made Active at EDR: 03/24/04 Elapsed ASTM days: 21
Database Release Frequency: Quarterly Date of Last EDRContact: 03/03/04
CHMIRS: California Hazardous Material Incident Report System
Source: Office of Emergency Services
Telephone: 916-845-8400
California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material
incidents (accidental releases or spills).
Date of Govemment Version: 12/31/02
Date Made Active at EDR: 08/07/03
Database Release Frequency: Varies
Date of Data Arrival at EDR: 07/11/03
Elapsed ASTM days: 27
Date of Last EDR Contact: 02123/04
CORTESE: "Cortese" Hazardous Waste & Substances Sites List
Source: CAL EP AlOffice of Emergency Information
Telephone: 916..323-9100
The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste
Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites).
Date of Government Version: 04/01/01
Date Made Active at EDR: 07/26/01
Database Release Frequency: No Update Planned
Date of Data Arrival at EDR: OS/29/01
Elapsed ASTM days: 58
Date of Last EDR Contact: 04/28/04
NOTIFY 65: Proposition 65 Records
Source: State Water Resources Control Board
Telephone: 916-445..3846
Proposition 65 Notification Records. NOTIFY 65 contains facility notifications about any release which could impact
drinking water and thereby expose the public to a potential health risk.
TC01205694.1 r Page GR.;6
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Date of Government Version: 10/21/93
Date Made Active at EDR: 11/19/93
Database Release Frequency: No Update Planned
Date of Data Arrival at EDR: 11/01/93
Elapsed ASTM days: 18
Date of Last EDR Contact: 04/19/04
TOXIC PITS: Toxic Pits Cleanup Act Sites
Source: State Water Resources Control Board
Telephone: 916-227-4364
Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup
has not yet been completed.
Date of Government Version: 07/01/95
Date Made Active at EDR: 09/26/95
Database Release Frequency: No Update Planned
Date of Data Arrival at EDR: 08/30/95
Elapsed ASTM days: 27
Date of Last EDR Contact: 05/03/04
SWF/LF (5WIS): Solid Waste Information System
Source: Integrated Waste Management Board
Telephone: 916-341-6320
Active, Closed and Inactive Landfills. SWF/LF records typically contain an inve ntory of solid waste disposal
facilities or landfills. These may be active or inactive facilities or open dumps that failed to meet RCRA Section
4004 criteria for solid waste landfills or disposal sites.
Date of Government Version: 03/15/04
Date Made Active at EDR: 04/14/04
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 03/17/04
Elapsed ASTM days: 28
Date of Last EDR Contact: 03/16/04
WMUDS/SWAT: Waste Management Unit Database
Source: State Water Resources Control Board
Telephone: 916-227-4448
Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the
Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed
of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information,
SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter
15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure
Information, and Interested Parties Information.
Date of Government Version: 04/01/00
Date Made Active at EDR: 05/10/00
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 04/10/00
Elapsed ASTM days: 30
Date of Last EDR Contact: 03/11/04
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LUST: Leaking Underground Storage Tank Information System
Source: State Water Resources Control Board
Telephone: 916-341-5740
Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground
storage tank incidents. Not all states maintain these records,and the information stored varies by state.
Date of Government Version: 04/13/04 Date of Data Arrival at EDR: 04/13/04
Date Made Active at EDR: 04/29/04 Elapsed ASTM days: 16
Database Release Frequency: Quarterly Date of Last EDR Contact: 04/13/04
CA BOND EXP. PLAN: Bond Expenditure Plan
Source: Department of Health Services
Telephone: 916..255-2118
Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of
Hazardous Substance Cleanup Bond Act funds. It is not updated.
Date of Government Version: 01/01/89 Date of Data Arrival at EDR: 07/27/94 I
Date Made Active at EDR: 08/02194 Elapsed ASTM days: 6 I
Database Release Frequency: No Update Planned Date of Last EDR Contact: 05/31/94 I
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CA UST:
UST: Active UST Facilities
Source: SWRCB
Telephone: 916-341-5700
Active UST facilities gathered from the local regulatory agencies
Date of Government Version: 04/13/04
Date Made Active at EDR: 04/29/04
Database Release Frequency: Semi-Annually
Date of Data Arrival at EDR: 04/13/04
Elapsed ASTM days: 16
Date of Last EDR Contact: {)4/13/04
yep: Voluntary Cleanup Program Properties
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents
have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for
DTSC's costs.
Date of Government Version: 03/02104
Date Made Active at EDR: 03/24/04
Database Release Frequency: Quarterly
Date of Data Arrival at EDR: 03/03/04
Elapsed ASTM. days: 21
Date of Last EDR Contact: 03/03/04
INDIAN LUST: Leaking Underground Storage Tanks on Indian Land
Source: Environmental Protection Agency
Telephone: 415-972-3372
LUSTs on Indian land in Arizona. California, New Mexico and Nevada
Date of Government Version: 02109/04
Date Made Active at EDR: 03/01/04
Database Release Frequency: Varies
Date of Data Arrival at EOR: 02110104
Elapsed ASTM days: 20
Date of Last EDR Contact: 01/27/04
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INDIAN LUST: Leaking Underground Storage Tanks on Indian Land
Source: EPA Region 10
Telephone: 206-553..2857
LUSTs on Indian land in Alaska; Idaho, Oregon and Washington.
Date of Government Version: 03/11/04
Date Made Active at EDR: 03/31/04
Database Release Frequency: Varies
Date of Data Arrival at .EDR: 03/12/04
Elapsed ASTM days: 19
Date of Last EDR Contact: 01/27/04
INDIAN UST: Underground Storage Tanks on Indian Land
Source: EPA Region 9
Telephone: 415-972-3368
Date of Government Version:02l25J04
Date Made Active at EDR: 03/24/04
Database Release Frequency: Varies
Date of Data Arrival at EDR: 03/01/04
Elapsed ASTM days: 23
Date of Last EOR Contact: 02123/04
CA FID UST: Facility Inventory Database
Source: California Environmental Protection Agency
Telephone: 916-445-6532
The Facility Inventory Database (FIC) contains a historical listing of active and inactive underground storage
tank locations from the State Water Resource Control Board. Refer to local/county source for current data.
Date of Government Version: 10/31/94 Date of Data Arrival at EDR: 09/05/95
Date Made Active at EDR: 09/29/95 Elapsed ASTM days: 24
Database Release Frequency: No Update Planned Date of Last EDR Contact: 12128/98
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HIST UST: Hazardous Substance Storage Container Database
Source: State Water Resources Control Board
Telephone: 916-341-5700
The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county
source for current data.
TC01205694.1r PageGR-8 I
Date of Government Version: 10/15/90
Date Made Active at EDR: 02112/91
Database Release Frequ,ency: No Update Planned
Date of Data Arrival at EDR: 01/25/91
Elapsed ASTM days: 18
Date of Last EDR Contact: 07/26/01
STATE OF CALIFORNIA ASTM SUPPLEMENTAL RECORDS
AST: Aboveground Petroleum Storage Tank Facilities
Source: State Water Resources Control Board
Telephone: 916-341-5712
Registered Aboveground Storage Tanks.
Date of Government Version: 12/01/03
Database Release Frequency: Quarterly
Date of Last EDR Contact: 05/03/04
Date of Next Scheduled EDR Contact: 08/02104
CLEANERS: Cleaner Facilities
Source: Department of Toxic Substance Control
Telephone: 916-225-0873
A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes:
power laundries, family and commercial; garment pressing and cfeanerts agents; linen supply; coin-operated laundries
and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and
garment services.
Date of Government Version: 04/21/04
batabase Release Frequency: Annually
Date of Last EDR Contact: 04/05/04
Date of Next Scheduled EDR Contact: 07/05/04
CA WDS: Waste Discharge System
Source: State Water Resources Control Board
Telephone: 916-341-5227
Sites which have been issued waste discharge requirements.
Date of Government Version: 04/05/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/22/04
Date of Next Scheduled EDR Contact: 06/21/04
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DEED: List of Deed Restrictions
Source: Department of Toxic Substances Control
Telephone: 916-323...3400
The use of recorded land use restrictions is one of the methods the OTSC uses to protect the public from unsafe
exposures to hazardous substances and wastes.
Date of Government Version: 04/06/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 04/06/04
Date of Next Scheduled EDR Contact: 07/05/04
NFA: No Further Action Determination
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
This category contains properties at which DTSC has made a clear determination that the property does not pose
a problem to the environment or to public health.
Date of Government Version: 03/02104
Database Release Frequency: Quarterly
II
Date of Last EDR Contact: 03/03/04
Date of Next Scheduled EDR Contact: 05/31/04
EMI: Emissions Inventory Data
Source: California Air Resources Board
Telephone: 916-322-2990
Taxies and criteria pollutant emissions data collected by the ARB and local air pollution agencies.
Date of Government Version: 12/31/02 Date of Last EDR Contact: 04/20/04
Database Release Frequency: Varies Date of Next Scheduled EDR Contact: 07/19/04
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~ GOVE RN M ENm.;.REC~O.RDS,,:-S EARC"H ED:,';Z~,IlAl7:A~_.eU RREN.e~:rJ?R.AG.KI N;G~t:L X;~::~~~"~:':~~~ .
REF: Unconfirmed Properties Referred to Another Agency
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
This category contains properties where contamination has not been confirmed and which were determined as not
requiring direct DTSe Site Mitigation Program action or oversight.. Accordingly, these sites have been referred
to another state or local regulatory agency.
Date of Government Version: 03/02104
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/03/04
Date of Next Scheduled EDR Contact: 05/31/04
SCH: School Property Evaluation Program
Source: Department of Toxic Substances Control
Telephone: 916-323..3400
This category contains proposed and existing school sites that are being evaluated by OTSC for possible hazardous
materials contamination. In some cases, these properties may be listed in the CaJSites category depending on the
level of threat to public health and safety or the environment they pose.
Date of Government Version: 03/02104
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/03/04
Date of Next Scheduled EDR Contact: 05/31/04
NFE: Properties Needing Further Evaluation
Source: Department of Toxic Substances Control
Telephone: 916-323-3400
This category contains properties that are suspected of being contaminated. These are unconfirmed contaminated
properties that need to be assessed using the PEA process. PEA in Progress indicates properties where DTSC is
currently conducting a PEA. PEA Required indicates properties where DTSC has determined a PEA is required, but
not currently underway.
Date of Government Version: 03/02104
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/03/04
Date of Next Scheduled EDR Contact: 05/31/04
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HAZNET: Hazardous Waste Information System
Source: California Environmental Protection Agency
Telephone: 916-255-1136
Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year
by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately
350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain
some invalid values for data elements such as generator 10, TSO lOr waste category, and disposal method.
Date of Government Version: 12/31/02 Date of Last EDR Contact: 05/10/04
Database Release Frequency: Annually Date of Next Scheduled EDR Contact: 08/09/04
LOCAL RECORDS
ALAMEDA COUNTY:
Local Oversight Program Listing of UGT Cleanup Sites
Source: Alameda County Environmental Health Services
Telephone: 510-567-6700
Date of Govemment Version: 12/09/03
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 04/26/04
Date of Next Scheduled EDR Contact: 07/26/04
Underground Tanks
Source: Alameda County Environmental Health Services
T elephane: 510-567-6700
Date of Government Version: 12/09/03
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 04/26/04
Date of Next Scheduled EDR Contact: 07/25/04
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TC01205'694.1r Page GR-10
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CONTRA COSTA COUNTY:
Site List
Source: Contra Costa Health Services Department
Telephone: 925-646-2286
List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs.
Date of Government Version: 03/05/04 Date of Last EDR Contact: 03/01/04
Database Release Frequency: Semi-Annually Date of Next Scheduled EDR Contact: 05/31/04
FRESNO COUNTY:
CUPA Resources List
Source: Dept. of Community Health
Telephone: 559-445-3271
Certified Unified Program Agency. CUPAfs are responsible for implementing a unified hazardous materials and hazardous
waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials,
operate underground storage tanks or aboveground storage tanks.
Date of Government Version: 01/14/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 05/10/04
Date of Next Scheduled EDR CO'ltact: 08/09/04
KERN COUNTY:
Underground Storage Tank Sites & Tank Listing
Source: Kern County Environment Health Services Department
Telephone: 661-862-8700
Kern County Sites and Tanks Listing.
Date of Government Version: 01/27/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
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LOS ANGELES COUNTY:
List of Solid Waste Facilities
Source: La County Department of Public Works
Telephone: 818-458-5185
Date of Government Version: 06/03/03
Database Release Frequency: Varies
Date of Last EDR Contact: 02120104
Date of Next Scheduled EDR Contact: 05/17/04
City of EI Segundo Underground Storage Tank
Source: City of EI Segundo Fire Department
Telephone: 310-524-2236
Date of Govemment Version: 03/01/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 02116/04
Date of Next Scheduled EDR Contact: 05/17/04
City of Long Beach Underground Storage Tank
Source: City of Long Beach Fire Department
Telephone: 562-570-2543
Date of Government Version: 03/28/03
Database Release Frequency: Annually
Date of Last EDR Contact: 02123/04
Date of Next Scheduled EDR Contact: OS/24/04
TC01205694.1 r Page GR-1
City of Torrance Underground Storage Tank
Source: City of Torrance Fire Department
Telephone: 310-618-2973
Date of Government Version: 02117/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 02116/04
Date of Next Scheduled EDR Contact: 05/17/04
City of Los Angeles Landfills
Source: Engineering & Construc~on Division
Telephone: 213-473-7869
Date of Government Version: 03/01/04
Database Release Frequency: Varies
Date of Last EDR Contact: 03/16/04
Date of Next Scheduled EDR Contact: 06/14/04
HMS: Street Number List
Source: Department of Public Works
Telephone: 626-458-3517
Industrial Waste and Underground Storage Tank Sites.
Date of Government Version: 09/30/03
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 04/05/04
Date of Next Scheduled EDR Contact: 05/17/04
Site Mitigation List
Source: Community Health Services
Telephone: 323-890-7806
Industrial sites that have had some sort of spill or complaint.
Date of Government Version: 02/26/04
Database Release Frequency: Annually
Date of Last EDR Contact: 02116/04
Date of Nex~ Sche9uled EDR Contact: 05/17/04
MARIN COUNTY:
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San Gabriel Valley Areas of Concern
Source: EPA Region 9
Telephone: 415-972-3178
San Gabriel Valley areas where vac contamination is at or above the MCL as designated by region 9 EPA office.
Date of Government Version: 12/31/98 Date of Last EDR Contact: 07/06/99
Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: N/A
Underground Storage Tank Sites
Source: Public Works Department Waste Management
Telephone: 415-499-6647
Currently permitted USTs in Marin County.
Date of Government Version: 02110/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 05/03/04
Date of Next Scheduled EDR Contact: 08/02104
NAPA COUNTY:
Sites With Reported Contamination
Source: Napa County Department of Environmental Management
Telephone: 707-253-4269
Date of Government Version: 03/29/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 03/29/04
Date of Next Scheduled EDR Contact: 06/28/04
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Closed and Operating Underground Storage Tank Sites
Source: Napa County Department of Environmental Management
Telephone: 707-253-4269
TC01205'694.1 r Page GR..12
Date of Government Version: 03/29/04
Database Release Frequency: Annually
Date of Last EDR Contact: 03/29/04
Date of Next Scheduled EDR Contact: 06/28/04
ORANGE COUNTY:
List of Underground Storage Tank Cleanups
Source: Health Care Agency
Telephone: 714-834-3446
Orange County Underground Storage Tank Cleanups (LUST).
Date of Government Version: 03/01/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
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List of Underground Storage Tank Facilities
Source: Health Care Agency
Telephone: 714-834...3446
Orange County Underground Storage Tank Facilities (UST).
Date of Government Version: 03/01/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
List of Industrial Site Cleanups
Source: Health Care Agency
Telephone: 714...834-3446
Petroleum and non...petroleum spills.
Date of Government Version: 03/01/04
Database Release Frequency: Annually
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
Master List of Facilities
Source: Placer County Health and Human Services
Telephone: 530-889...7312
List includes aboveground tanks, underground tanks and cleanup sites.
Date of Government Version: 02117/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 02117/04
Date of Next Scheduled EDR Contact: 06/21/04
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PLACER COUNTY:
RIVERSIDE COUNTY:
Listing of Underground Tank Cleanup Sites
Source: Department of Public Health
Telephone: 909...358-5055
Riverside County Underground Storage Tank Cleanup Sites (LUST).
Date of Government Version: 12/23/03
Database Release Frequency: Quarterly
Date of Last EDR Contact: 04/19/04
Date of Next Scheduled EDR Contact: 07/19/04
Underground Storage Tank Tank List
Source: Health Services Agency
Telephone: 909-358...5055
Date of Government Version: 12/01/03
Database Release Frequency: Quarterly
Date of Last EDR Contact: 04/19/04
Date of Next Scheduled EDR Contact: 07/19/04
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SACRAMENTO COUNTY:
CS · Contaminated Sites
Source: Sacramento County Environmental Management
Telephone: 916-875-8406
Date of Government Version: 01/29/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 05/07/04
Date of Next Scheduled EDR Contact: 08/02104
ML - Regulatory Compliance Master List
Source: Sacramento County Environmental Management
Telephone: 916...875-8406
Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks,
waste generators.
Date of Government Version: 02103/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 05/07/04
Date of Next Scheduled EDR Contact: 08/02104
SAN BERNARDINO COUNTY:
Hazardous Material Permits
Source: San Bernardino County Fire Department Hazardous Materials Division
T elephene: 909-387-3041
This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers,
hazardous waste generators, and waste oil generators/handlers.
Date of Government Version: 04/15/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
SAN DIEGO COUNTY:
Solid Waste Facilities
Source: Department of Health Services
Telephone: 619-338-2209
San Diego County Solid Waste Facilities.
Date of Government Version: 08/01/00
Database Release Frequency: Varies
Date of Last EDR .Contact: 02123/04
Date of Next Scheduled EDR Contact: OS/24/04
Hazardous Materials Management Division Database
Source: Hazardous Materials Management Division
T etephone: 619-338-2268
The database includes: HES8 - This report contains the business name. site address, business phone number. establishment
.H. permit number, type of permit. and the business status. HE17 -In addition to providing the same information
provided in the HE58 listing. HE17 provides inspection dates, violations received by the establishment, hazardous
waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information
on underground storage tanks. Unauthorized Release List.. Includes a summary of environmental contamination cases
in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination
are included.)
Date of Government Version: 10/31/03
Database Release Frequency: auarterly
Date of Last EDR Contact: 04/08/04
Date of Next Scheduled EDR Contact: 07/05/04
SAN FRANCISCO COUNTY:
TC01205694.1r Page GR-14
Local Oversite Facilities
Source: Department Of Public Health San Francisco County
Telephone: 415...252-3920
Date of Government Version: 03/08/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact 06/07/04
Underground Storage Tank Information
Source: Department of Public Health
Telephone: 415-252-3920
Date of Government Version: 03/08/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
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SAN MATEO COUNTY:
Fuel Leak List
Source: San Mateo County Environmental Health Services Division
Telephone: 650-363-1921
Date of Government Version: 01/29/04
Database Release Frequency: Semi-Annually
Date of Last. EDRContact: 04/12/04
Date of Next Scheduled EDR Contact: 07/12/04
Business Inventory
Source: San Mateo County Environmental Health Services Division
Telephone: 650-363-1921'
List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks.
Date of Government Version: 04/07/04 Date of Last EDR Contact: 03/02/04
Database Release Frequency: Annually Date of Next Scheduled EDR Contact: 07/12/04
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SANTA CLARA COUNTY:
Fuel Leak Site Activity Report
Source: Santa Clara Valley Water District
Telephone: 408-265-2600
Date of Govemment Version: 12/31/03
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 03/30/04
Date of Next Scheduled EDR Contact: 06/28/04
Hazardous Material Facilities
Source: City of San Jose Fire Department
Telephone: 408-277 -4659
Date of Government Version: 10/01/03
Database Release Frequency: Annually
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
SOLANO COUNTY:
Leaking Underground Storage Tanks
Source: Solano County Department of Environmental Management
Telephone: 707-421-6770
Date of Government Version: 03/18/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/15/04
Date of Next Scheduled EDR Contact: 06/14/04
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Underground Storage Tanks
Source: Solano County Department of Environmental Management
Telephone: 707-421-6770
TC01205694.1 r Page GR-1
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Date of Government Version: 03/18/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/15/04
Date of Next Scheduled EDR Contact: 06/14/04
SONOMA COUNTY:
Leaking Underground Storage Tank Sites
Source: Department of Health Services
T etephane: 707 ~565-6565
Date of Government Version: 04/26/04
Database Release Frequency: Quarterly
Date of .Last EDR Contact: 04/26/04
Date of Next Scheduled EDR Contact: 07/26/04
SUTTER COUNTY:
Underground Storage Tanks
Source: Sutter County Department of Agriculture
Telephone: 530--822..7500
Date of Govemment,Version:' 01/29/04
Database Release Frequency: Semi~Annually
Date of Last EDR. Contact: 04/05/04
Date of Next Scheduled EDR Contact: 07/05/04
VENTURA COUNTY:
Inventory of Illegal Abandoned and Inactive Sites
Source: Environmental Health Division
Telephone: 805--654-2813
Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites.
Date of Government Version: 09/01/02
Database Release Frequency: Annually
Date of Last EDR Contact: 02/23/04
Date of Next Scheduled EDR Contact: OS/24/04
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Listing of Underground Tank Cleanup Sites
Source: Environmental Health Division
Telephone: 805--654-2813
Ventura County Underground Storage Tank Cleanup Sites (LUST).
Date of Government Version: 02126/04
Database Release Frequency: Quarterly
Date of Last EDR 'Contact: 03/16/04
Date of Next Scheduled EDR Contact: 06/14/04
Underground Tank Closed Sites List
Source: Environmental Health Division
Telephone: 805-654..2813
Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List.
Date of Government Version: 12/01/03 Date of Last EDR Contact: 04/15/04
Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 07/12/04
Business Plan, Hazardous Waste Producers, and Operating Underground Tanks
Source: Ventura County Environmental Health Division
Telephone: 805--654...2813
The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste
Producer ~), and/or Underground Tank (T) information.
Date of Government Version: 02/26/04
Database Release Frequency: Quarterly
Date of Last EOR Contact: 03/16/04
Date of Next Scheduled EDR Contact: 06/14/04
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YOLO COUNTY:
Underground Storage Tank Comprehensive Facility Report
Source: Yolo County Department of Health
Telephone: 530--666-8646
Date of Government Version: 01/27/04
Database Release Frequency: Annually
Date af Last EDR Contact: 04/19/04
Date of Next Scheduled EDR Contact: 07/19/04
California Regional Water Quality Control Board (RWQCB) LUST Records
LUST REG 1: Active Toxic Site Investigation
Source: California Regional Water Quality Control Board North Coast (1)
Telephone: 707-576-2220
Del Norte, Humboldt, Lake, Mendocino, Madoc, Siskiyou, Sonoma, Trinity cOunties. For more current information,
please refer to the State Water Resources Control Board's LUST database.
Date of Government Version: 02101/01 Date of Last EDR Contact: 02123/04
Database Release Frequency: No Update Planned Date of NextScheduled EOR Contact: OS/24/04
LUST REG 2: Fuel Leak List
Source: California Regional Water Quality Control Board San Francisco Bay Region (2)
T elephena: 510-286-0457
Date of Government Version: 03/31/04
Database Release Frequency: Quarterly
Date of ~ast EDR Contact: 04/12/04
Date of Next Scheduled EDR Contact: 07/12/04
LUST REG 3: Leaking Underground Storage Tank Database
Source: California Regional Water Quality Control Board Central Coast Region (3)
Telephone: 805-549-3147
Date of Govemment Version: 05/19/03
Database Release Frequency: Varies
Date of Last EDR Contact: 02116/04
Date of Next Scheduled EDR Contact: 05/17/04
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LUST REG 4: Underground Storage Tank Leak List
Source: California Regional Water Quality Control Board Los Angeles Region (4)
Telephone: 213-576-6600
Los Angeles, Ventura counties. For more current information, please refer to the State Water Resources Control
Board's LUST database.
Date of Government Version: 02110/04
Database Release Frequency: No Update Planned
Date of I ,,8st EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
LUST REG 5: Leaking Underground Storage Tank Database
Source: Califomia Regional Water Quality Control Board Central Valley Region (5)
Telephone: 916-464-3291
Date of Government Version: 04/01/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 04/08/04
Date of Next Scheduled EDR Contact: 07/05/04
LUST REG 6L: Leaking Underground Storage Tank Case Listing
Source: California Regional Water Quality Control Board Lahontan Region (6)
Telephone: 916-542-5424
For more current information, please refer to the State Water Resources Control Board's LUST database.
Date of Govemment Version: 09/09/03 Date of Last EDR Contact: 03/08/04
Database Release Frequency: No Update Planned Date of Next Scheduled EDR Contact: 06/07/04
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LUST REG 6V: Leaking Underground Storage Tank Case"Listing
Source: California Regional Water Quality Control Board Victorville Branch Office (6)
Telephone: 760-346-7491
Date of Government Version: 01/21/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 04/05/04
Date of Next Scheduled EDR Contact: 07/05/04
LUST REG 7: Leaking Underground Storage Tank Case Listing
Source: California Regional Water Quality Control Board Colorado River Basin Region (7)
Telephone: 760-346-7491
Date of Government Version: 02126/04
Database Release Frequency: Semi-Annually
Date of last EDR Contact: 02126/04
Date of Next Scheduled EDR Contact: 06/28/04
LUST REG 8: Leaking Underground Storage Tanks
Source: California Regional Water Quality Control Board Santa Ana Regio~ (8)
Telephone: 909-782-4498
California Regional Water Quality Control Board Santa Ana Region (8). For more current information, please refer
to the State Water Resources Control Board's LUST database.
Date of Government Version: 01/12/04
Database Release Frequency: No Update Planned
Date of Last EDR Contact: 05/12/04
Date of Next Scheduled EDR Contact: 08/09/04
LUST REG 9: Leaking Underground Storage Tank Report
Source: California Regional Water Quality Control Board San Diego Region (9)
Telephone: 858-467-2980
Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources
Control Board's LUST database.
Date of Government Version: 03/01/01
Database Release Frequency: No Update Planned
Date of Last EDR Contact: 04/19/04
Date of Next Scheduled EDR Contact: 07/19/-04
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California Regional Water Quality Control Board (RWQCB) SLIC Records
SLIC REG 1: Active Toxic Site Investigations
Source: Califomia Regional Water Quality Control Board, North Coast Region (1)
Telephone: .707-576-2220
Date of Government Version: 04/03/03 Date of Last EDR Contact: 02123/04
Database Release Frequency: Semi-Annually Date of Next Scheduled EDR Contact: OS/24/04
SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: Regional Water Quality Control Board San Francisco Bay Region (2)
Telephone: 510-286-0457
Any contaminated site that impacts groundwater or has the potenti~1 to impact groundwater.
Date of Government Version: 03/31/04 Date of Last EDR Contact: 04/12/04
Database Release Frequency: Quarterly Date of Next Scheduled EDR Contact: 07/12/04
SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: California Regional Water Quality Control Board Central Coast Region (3)
Telephone: 805-549-3147
Any contaminated site that impacts groundwater or has the potential to impact groundwater.
Date of Government Version: 09/16/03 Date of Last EDR Contact: 02116/04
Database Release Frequency: Semi-Annually Date of Next Scheduled EDR Contact: 05/17/04
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SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: Region Water Quality Control Board Los Angeles Region (4)
Telephone: 213-576-6600
Any contaminated site that impacts groundwater or has the potential to impact groundwater.
TC01205694.1r Page GR-18
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.:1:'~~,~,::~:.'-:::)~;:":- :'G'OVE RN M'E'N!E> REC-OR'D-S~";S~EA'RC;Ji-E:D'~:I'::-DA.r:Ai<C'URR:E-N CM~'TRA'C'Kl;N--G~;~;(:';{/.:_';;~~~';':~!.;-+~~~
1~~1i[M:;\;;);j~$~~tf.t~ft.W~tt'f~t~\~~#~?1itJjf1#j,~%~~k~~$~~~"i~~r~~~~~i~~~tt~i!*1~(~~ii~~~}*-it~li~1~i~!~0i1!~1~i~i~[4!;'~~i~;~;;~t~i1;~~t~;~~~~i!Z~~~t~
Date of Government Version: 01/28/04
Database Release Frequency: Quarterly
Date of Last EDR Contact: 04/26/04
Date of Next Scheduled EDR Contact: 07/26/04
SLIC REG 5: Spills. Leaks. Investigation & Cleanup Cost Recovery Listing
Source: Regional Water Quality Control Board Central Valley Region (5)
Telephone: 916-855-3075
Unregulated sites that impact groundwater or have the potential to impact groundwater.
Date of Government Version: 04/01/04 Date of Last EDR Contact: 04/05/04
Database Release Frequency: Semi-Annually Date of Next Scheduled EDR Contact: 07/05/04
SLIC REG 6L: SLIC Sites
Source: California Regional Water Quality Control Board, Lahontan Region
Telephone: 530-542-5574
Date of Government Version: 03/09/04
Database Release Frequency: Varies
Date of Last EDR Contact: 03/08/04
Date of Next Scheduled EDR Contact: 06/07/04
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SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: Regional Water Quality Control Board, Victorville Branch
Telephone: 619-241-6583
Date of Government Version: 04/01/04
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 04/05/04
Date of Next Scheduled EDR Contact: 07/05/04
SLIC REG 7: SLIC List
Source: California Regional Quality Control Board, Colorado River Basin Region
Telephone: 760-346-7491
Date of Government Version: 02127/04
Database Release Frequency: Varies
Date of Last EDR yontact: 02123/04
Date of Next Scheduled EDR Contact: OS/24/04
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SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: California Region Water Quality Control Board Santa Ana Region (8)
Telephone: 909-782-3298
Date of Government Version: 04/01/03
Database Release Frequency: Semi-Annually
Date of Last EDR Contact: 04/08/04
Date of Next Scheduled EDR Contact: 07/05/04
SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing
Source: California Regional Water Quality Control Board San Diego Region (9)
Telephone: 858-467-2980
Date of Government Version: 04/29/04
Database Release Frequency: Annually
Date of Last EDR Contact: 04/29/04
Date of Next Scheduled EDR Contact: 05/31/04
EDR PROPRIETARY HISTORICAL DATABASES
Former Manufactured Gas (Coal Gas) Sites: The existence and location of Coal Gas sites is provided exclusively to
EDR by Real Property Scan, Inc. @Copyright 1993 Real Property Scan, Inc. For a technical description of the types
of hazards which may be found at such sites, contact your EDR customer service representative.
Disclaimer Provided by Real Property Scan, Inc.
The information contained in this report has predominantly been obtained from publicly available sources produced by entities
other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report, Real Property
Scan does not guarantee the accuracy of this report. Any liability on the part of Real Property Scan is strictly limited to a refund
of the amount paid. No claim is made for the actual existence of toxins at any site. This report does not constitute a legal
opinion.
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BROWNFIELDS DATABASES
VCP: Voluntary Cleanup Program Properties
Source: Department of Toxic Substances Control
Telephone: 916..323-3400
Contains low threat level properties with either confirmed or unconfirmed releases. and the project proponents
have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for
DTSC's costs.
Date of Government Version: 03/02104
Database Release Frequency: Quarterly
Date of Last EDR Contact: 03/03/04
Date of Next Scheduled EDR Contact: 05/31/04
US BROWNFIELDS: A Listing of Brownfields Sites
Source: Environmental Protection Agency
Telephone: 202-566..2777
Included in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownfields
properties addressed by Targeted Brownfields Assessments. Targeted Brownfields Assessments-EPA's Targeted Brownfields
Assessments (TBA) program is designed to help states, tribes, and municipalities-..especially those without EP A
Brownfields Assessment Demonstration Pilots-minimize the uncertainties of contamination often associated with
brownfields. Under the TBA program, EPA provides funding and/or technical assistance for environmental assessments
at brownfields sites throughout the country. Targeted Brownfields Assessments supplement and work with other efforts
under EPAts Brownfields Initiative to promote cleanup and redevelopment of brownfields. Cooperative Agreement
Recipients..States, political subdivisions, territories, and Indian tribes become BCRLF cooperative agreement recipients
when they enter into BCRLF cooperative agreements with the U.S. EPA. EPA selects BCRLF cooperative agreement recipients
based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided
through BCRLF cooperative agreement for specified brownfields-related cleanup activities.
Date of Government Version: N/A Date of Last EDR Contact: N/A
Database Release Frequency: Semi..Annually Date of Next Scheduled EDR Contact: N/A
Electric Power Transmission Line Data
Source: PennWell Corporation
Telephone: (800) 823..6277
This map includes.information copyrighted by PennWeU"Corporation. This information is provided
on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its
fitness for any particular purpose. Such information has been reprinted with the permission of PennWel1.
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OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases mayor may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report.
Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs
from 1:1 OO.OOO-Scale Maps. It was extracted from the transportation category including some oil, but primarily
gas pipelines.
Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities -schools, daycares. hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.
AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: 312..280-5991
The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
T elephona: 410-786-3000
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,
a federal agency within the U.S. Department of Health and Human Services.
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TC01205694.1r
Page GR..20
Nursing Homes
Source: National Institutes of Health
Telephone: 301-594-6248
Information on Medicare and Medicaid certified nursing homes in the United States.
Public Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics' primary database on elementary
and secondary public education in the United States. It is a comprehensive, annual, national statistical
database of all public elementary and secondary schools and school districts, which contains data that are
comparable across all states. .
Private Schools
Source: National Center for Education Statistics
Telephone: 202-502-7300
The National Center for Education Statistics' primary database on private school locations in the United States.
Daycare Centers: Licensed Facilities
Source: Department of Social Services
Telephone: 916-657-4041
Flood Zone Data: This data, available in select counties across the country, was obtained by EDRih .1999 from th.e Federal
Emergency Management Agency (FEMA). Data depicts 1 aO-year and SOD-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available In select counties' across the country, was obtained by EDR
in 2002 from the U.S. Fish and Wildlife Service.
STREET AND ADDRESS INFORMATION
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@ 2003 Geographic Data Technology, Inc., ReI. 07/2003. This product contains proprietary and confidential property of Geographic
Data Technology, Inc. Unauthorized use, including copying for other than testing and standard backup procedures, of this product is
expressly prohibited.
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TC01205694.1r Page GR-2
TARGET PROPERTY ADDRESS
THE BOEING COMPANY
2201 SEAL BEACH BLVD
SEAL BEACH, CA 90740
TARGET PROPERTY COORDINATES
Latitude (North): 33.758701 - 330 45' 31.3"
Longitude (West): 118.082100 - 1180 4' 55.6n
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 399784.2
UTM Y (Meters): 3735734.0
Elevation: 11 ft. above sea level
EDR's GeoCheck Physical Setting Source Addendum has been developed to assist the. environmental professional
with the collection of physical setting source information in accordance with ASTM 1527-00, Section 7.2.3.
Section 7.2.3 requires that a current USGS 7.5 Minute Topographic Map (or equivalent, such as the USGS Digital
Elevation Model) be reviewed. It also requires that one or more additional physical setting sources be sought
when (1) conditions have been identified in which hazardous substances or petroleum products are likely
to migrate to or from the property, and (2) more information than is provided in the current USGS 7.5 Minute
Topographic Map (or equivalent) is generally obtained, pursuant to local good commercial or customary practice,
to assess the impact of migration of recognized environmental conditions in connection with the property. Such
additional physical setting sources generally include information about the topographic, hydrologic, hydrogeologic,
and geologic characteristics of a site, and wells in the area.
Assessment of the impact of contaminant migration generally has two principle investigative components:
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1. Groundwater flow direction, and
2. Groundwater flow velocity.
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
of the soilf and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata.
EDR's GeoCheck Physical Setting Source Addendum. is provided to assist the environmental professional in
forming an opinion about the impact of potential contaminant migration. ..
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TC01205694.1 r Page A..1
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GROUNDWATER FLOW DIRECTION INFORMATION
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
using site-specific well data. If such data is not reasonably ascertainable. it may be necessary to rely on other
sources of information. such as surface topographic information, hydrologic information, hydrogeologic data .
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
TOPOGRAPHIC INFORMATION
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties Of.
should contamination exist on the target property, what downgradient sites might be impacted.
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TARGET PROPERTY TOPOGRAPHY
USGS Topographic Map: 33118-G1 LOS ALAMITOS, CA
General Topographic Gradient: General NNW
Source: USGS 7.5 min quad index
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
g
t:
o
~
to
~ :
iIi -:-
...
....
co . _ ~ . . CD. . -...>>' _ ':"'I. . CQ
...
o
...
~
~
...
:::
..
...
.CD. _ C') _ . "'::I . ....... . ...... . UI.
North
South
TP
g
c:
.Q
10
>
Q) ~ CQ c:
w~
....
o
....
.01..':"'1.0
...
N
:::
~. -~
....
N
G
'Ill
...
N
....
N
....
N
....
N
...
N
West
East
Target Property Elevation: 11 ft.
TP
o
I
1/2
1 Miles
I
Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified.
TC01205694.1 r Page A-2
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HYDROLOGIC INFORMATION
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination e~ist on the target property) what downgradient sites might be impacted. '
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
and bodies of water).
FEMA FLOOD ZONE
Taroet Property County
ORANGE, CA
FEMA Flood
Electronic Data
YES - refer to the Overview Map and Detail Map
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Flood Plain Panel at Target Property:
06059C0026E
06013600258
0650431045C
06059COO 18E
Additional Panels in search area:
NATIONAL WETLAND INVENTORY
NWI Quad at Tercel Property
LOS ALAMITOS
NWI Electronic
Data Coveraae
YES - refer to the Overview Map and Detail Map
Site-Specific Hydrogeological Data*:
Search Radius: 1.25 miles
Location Relative to TP: 1 - 2 Miles East
Site Name: Seal Beach Naval Weapons Sta
Site EPA 10 Number: CA0170024491
Surficial Aquifer Flow Dir.: INFLUENCED BY RECHARGE AR"EAS, UNLINED RIVER CHANNELS, AND TIDAL
CHANGES.
less than approximately 90 feet in the semi-perched aquifer.
Confined aquifers are present under the site, but information about
the hydraulic connection between the surficial and underlying aquifers
is not available.
No information about a sole source aquifer is available
Information based on site-specific subsurface investigations is
documented in the CERCLIS investigation report(s)
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HYDROGEOLOGIC INFORMATION
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
contamination exist on the target property, what downgradient sites might be impacted.
Measured Depth to Water:
Hydraulic Connection:
Sole Source Aquifer:
Data Quality:
AQUIFLOW@
Search Radius: 1. 000 Mile.
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EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
hydrogeologically, and the depth to water table.
MAP ID
LOCATION
FROM TP
GENERAL DIRECTION
GROUNDWATER FLOW
. ~1996 Slte-speciflc hydrogeological data gathered by CERCUS Alerts. Inc.,. Bainbridge Island. WA. All rights reserved.. AU of the information and opinions presented are those of the cited EPA report(s), which were completed under
a Comprehensive Environmental Response Compensation and 'liability Information System {CERCLlS) investigation.
TC01205694.1 r Page A-3
MAP ID
1
A2
A3
85
9
LOCATION
FROM TP
0- 1/8 Mile WNW
1/8 -1/4 Mile East
1/4 - 1/2 Mile East
1/4 - 1/2 Mile WSW
1/2 - 1 Mile SW
GENERAL DIRECTION
GROUNDWATER FLOW
Not Reported
NE .
SW
Not Reported
NW, SE
For additional site information, refer to Physical Setting Source Map Fin~ings.
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TC01205694.1r Page A-4
GROUNDWATER FLOW VELOCITY INFORMATION
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be nec~ssary
to rely on other sources of information1 including geologic age identification, rock stratigraphic unit and soil
characteristics data collected on nearby properties and regional soil information. In general. contaminant plumes
move more quickly through sandy-gravelly types of soils than silty-clayey types of soHs.
ROCK STRATIGRAPHIC UNIT
GEOLOGIC AGE IDENTIFICATION
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GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
at which contaminant migration may be occurring.
Era:
System:
Series:
Code:
Cenozoic Category: StratifedSequence
Quaternary
Quaternary
Q (decoded above as Era, System & Series)
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben1 R.E. Arndt and W.J. Bawiec, Geology
of the Conterminous U.S. at 1 :2,500,000 Scale - a digital representation of the 1974 P.S. King and H.M. Beikman
Map1 USGS Digital Data Series ODS - 11 (1994).
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
Soil Component Name:
Soil Surface Texture:
URBAN LAND
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The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
Survey (NeSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soit survey maps.
The following information is based on Soil Conservation Service ST A TSGO data.
variable
Hydrologic Group:
Soil Drainage Class:
Not reported
Not reported
Hydric Status: Soil does not meet the requirements for a hydric soil.
Corrosion Potential- Uncoated Steel: Not Reported
Depth to Bedrock Min:
Depth to Bedrock Max:
> 10 inches
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> 10 inches
Soil Layer Information
Boundary I Class ification
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction
Rate (in/hr) (pH)
1 o inches 6 inches variable Not reported Not reported Max: 0.00 Max: 0.00
Min: 0.00 Min: 0.00
TC01205694.1r Page A-5
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OTHER SOIL TYPES IN AREA
Based on Soil Conservation Service ST A TSGO data, the following additional subordinant soil types may
appear within the general area of target property.
Soil Surface Textures: loam
clay
silt loam
clay loam
sandy loam
gravelly -sandy loam
loamy sand
fine sand
coarse sand
sand
gravelly - sand
Surficial Soil Types: loam
clay
silt loam
clay loam
sandy loam
gravelly - sandy loam
loamy sand
fine sand
coarse sand
sand
gravelly - sand
Shallow Soil Types: fine sandy loam
gravelly - loam
sand
silty clay
Deeper Soil Types: stratified
clay loam
silty clay loam
gravelly - sandy loam
coarse sand
sand
weathered bedrock
very fine sandy loam
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ADDITIONAL ENVIRONMENTAL RECORD SOURCES
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According to ASTM E 1527-00, Section 7.2.2, "one or more additional state or local sources of envirohmental
records may be checked. in the discretion of the environmental professional. to enhance and supplement federal
and state sources... Factors to consider in determining which local or additional state records, if
any, should be checked include (1) whether they are reasonably ascertainable, (2) whether they are sufficiently
useful, accurate, and complete in light of the objective of the records review (see 7.1.1), and (3) whether they
are obtained, pursuant to local, good commercial or customary practice." One.of the record sources listed in Section
7.2.2 is water well information. Water well information can be used to. assist the environmental professional in
assessing sources that may impact groundwater flow direction, and in forming an .opinion about the impact of
contaminant migration on nearby drinking water wells.
TC01205694.1r Page A..6
~:~f~~~ ~~~~
WELL SEARCH DISTANCE INFQRMATION
DATABASE
Federal USGS
Federal FROS PWS
State Database
SEARCH DISTANCE (miles)
1.000
Nearest PWS within 1 mile
1.000
FEDERAL USGS WELL INFORMATION
MAP 10
B4
B6
C7
C8
10
011
012
E13
E14
15
16
17
18
19
20
WELL 10
USGS0147890
USGS0147889
USGS0147965
USGS0147964
USGS0147957
USGS0147878
USGS0147879
USGS0147886
USGS0147885
USGS0147954
USGS0147876
USGS0147944
USGS0147943
USGS0147945
USGS0147942
LOCATION
FROM TP
1/4.. 1/2 Mile WSW
1/4 .. 1/2 Mile WSW
1/4 ... 1/2 Mile East
1/2 ... 1 Mile East
1/2.. 1 Mile SW
1/2 ... 1 Mile South
1/2 .. 1 Mile South
1/2 .. 1 Mile ESE
1/2 - 1 Mile ESE
1/2.. 1 Mile SW
1/2 - 1 Mile SSW
1/2 - 1 Mile South
1/2 ... 1 Mile South
1/2 ... 1 Mile South
1/2... 1 Mile SSE
MAP ID
No PWS System Found
WELL 10
LOCATION
FROM TP
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FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
Note: PWS System location is not always the same as well location.
STATE DATABASE WELL INFORMATION
MAP 10
No Wells Found
WELL 10
LOCATION
FROM TP
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TC01"205694.1r Page A...7
-,-/
LAMPSON AVE
l
"'"""'-................ ...........
SPRR
-~~._--~
)
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\ II
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\ -.J I
'\"'~ (/ I
"""~ I
'j'-... .
I i-'-'-'-"'-'-
t l
~ I
J !
--_._.__.__._~----
"'..
/
AI County Boundary
(\j Major Roads
1\/ Contour Lines
f~l Earthquake Fault Lines
.k! Airports
@ Earthquake epicenter, Richter 5 or greater
@) Water Wells
<e) Public Water Supply Wells
. Cluster of Multiple Icons
114 1/2
.
+ Groundwater Flow Direction
(]I) Indeterminate Groundwater Flow at Location
(]Y) Groundwater Flow Varies at Location
<E'.]) Closest Hydrogeological Data
. Oil, gas or related wells
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1
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TARGET PROPERTY:
ADDRESS:
CITY 1ST A TE/ZIP:
L LAT/LONG:
The Boeing Company
2201 Seal Beach Blvd
Seal Beach CA 90740
33.7587 /118.0821
CUSTOMER:
CONTACT:
INQUIRY #:
DATE:
Avocet Environmental, Inc.
Philip Miller
01205694.1 r
June 04, 2004 9:56 am
l
Map 10
Direction
Distance
ElevatIon
1 Site 10: 083002641T
WNW Groundwater Flow: Not Reported
o .1/8 Mile Shallow Water Depth: 15.04
Higher Deep Water Depth: 23
Average Water Depth: Not Reported
Date: 08/20/1986
A2 Site 10: 083000095T
East Groundwater Flow: NE
1/8 · 1/4 Mile Shallow Water Depth: 10.18
Higher Deep Water Depth: 16.23
Average Water Depth: Not Reported
Date: 09/17/1992
A3 Site 10: 083000825T
East Groundwater Flow: SW
1/4.112 Mile Shallow Water Depth: Not Reported
Lower Deep Water Depth: Not Reported
Average Water Depth: 25.5
Date: 08/1998
Database EDR 10 Number
AQU I FLOW 65317
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AQU I FLOW 37905 I
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AQUIFLOW 67257
fED USGS USGS0147890
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84
WSW
1/4 · 1/2 Mile
Higher
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
USGS Site 10:
005S012VV12C001S
33.75668
-118.08701
NAD83
CA
Orange County
10.75
18070106
Not Reported
Ground-water other than Spring
Not Reported Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
Not Reported
705 Source:
Not Reported
334524118051001
Not Reported
Not Reported
Ground-water levels, Number of Measurements: 57
Feet below Feet to
Date Surface Sealevel
Date
Feet below Feet to
. Surface Sealevel
1985-02-28
Note: The measurement was discontinued.
1982-11-04 49.01
1982-05-07 36.98
1981-11-10 46.48
1982-08-04 47.95
1982-01-29 38.37
1981-08-06 43.01
TC01205'694.1 r Page A-9
Ground-water levels, continued.
Feet below Feet to
Date Surface Sealevel
Feet below Feet to
Date Surface Sealevel
1981-02-05 36.87
1980-08-25 48.12
1980-02-06 38.48
1979-07-30 43.49
1979-02-07 37.91
1978-10-17 55.00
1976-11-01 49.55
1976-02-26 48.65
1975-11-05 53.05
1975-05-02 38.45
1975-01-07 43.45
1974-09-03 54.05
1974-0S.03 41.75
1974...01-30 41.05
1973-07 -09 51.05
1973-03-13 35.15
1972-11-03 50.75
1972-07-13 39.15
1972-03-02 27.95
1971-07-15 35.05
1971-03-05 21.85
1970-10...07 34.55
1970...07 -02 30.25
1970...04-02 21.45
1970...01-05 20.25
1981-0&-12
1980-10-31
1980-06-18
1979-11-07
1979-05-03
1978-11-06
1977-01-11
1976-05-06
1976-01-02
1975-08-26
1975-03-15
1974-10..29
1974-07 -05
1974-03-20
1973-11-07
1973-05-11
1973-01-10
1972-09-07
1972-05..03
1971-09-01
1971-04-21
1970-11-04
1970-08-11
1970-06..03
1970-02-06
33.83
44.01
39.70
48.92
34.15
54.35
54.15
52.55
50.15
47.25
38.15
50.75
43.95
39.35
49.15
42.05
44.75
40.95
37.55
32.35
26.75
36.35
31.75
27.25
20.75
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85
WSW
1/4 -1/2 Mile
Higher
Site I D:
Groundwater Flow:
Shallow Water Depth:
Deep Water Depth:
Average Water Depth:
Date:
083001437T
Not Reported
15.04
23
Not Reported
08/20/1986
AQUIFLOW
65314
86
WSW
1/4 -1/2 Mile
Higher
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Const Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS USGS0147889
USGS Site ID:
005S012VV13C002S
33.75613
-118.08729
NAD83
CA
Orange County
8.72
18070201
Flat surface
Ground-water other than Spring
19840925 lnven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
Not Reported
12.5 Source:
Not Reported
334522118051101
Not Reported
Not . Reported
TC01205694.1 r Page A-10
Ground-water levels, Number of Measurements: 1
Feet below Feet to
Date Surface Sealevel
1985-01-23 7.02
C7
East
1/4 -1/2 Mile
Higher
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS
USGS0147965
USGS Site 10:
005S011VV07C002S
33.75946
-118.07367
NAD83
CA
. Orange County
10.00
18070201
Flat surface
Ground-water other than Spring
19500101 Inven Date:
Single well,other than collector or Ranney type
Not Reported
Not Reported
654
674 Source:
Not Reported
334534118042201
Not Reported
Not Reported
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Ground-water levels, Number of Measurements: 0
C8
East
1/2 - 1 Mile
Higher
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS USGS0147964
USGS Site 10:
005S011VV07C001S
33.75946
-118.07312
NAD83
CA
Orange County
7.00
18070201
Not Reported
Ground-water other than Spring
Not Reported lnven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
Not Reported
. Not Reported Source:
Not Reported
334534118042001
Not Reported
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Not Reported
TC01205594.1 r Page A-11
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Ground-water levels, Number of Measurements: 46
Feet below Feet to
Date Surface Sealevel
Feet below Feet to
Date Surface Sealevel
1986-05-01 31.22
1985-11..01 45.70
1985-05-13 30.42
1984-11-01 49.30
1984-05-16 29.09
1983-11-02 39.22
1983-05-16 35.98
1982-11-04 48.01
1982-04-28 34.16
1981-11-1 0 45.32
1981-05-12 30.61
1980-10-31 41.75
1980-06-18 38.07
1979-11-07 49.50
1979-05-03 32.38
1978-11-06 53.05
1976-02..26 44.20
1975-11-05 58.70
1975-03-13 31.20
1974-05-03 42.40
1972-03-02 19.00
1971-04-21 18.70
1986-08-18 46.36
1986-02..26 33.88
1985-08-17 47.81
1985-02-28 23.86
1984-08-23 50.06
1984-02-08 15.14
1983..08..11 46.98
1983..02..10 35.58
1982-08-04 49.13
1982-01..29 34.69
1981-08..06 41.14
1981-02-05 32.17
'1980-08..25 46.66
1980-02..06 34.33
1979-07-30 42.50
1979-02-01 34.60
1978-10-17 130.99
Note: The site was being pumped.
1977 -03-03 52.90
1976-01-02 48.60
1975-05-02 38.30
1974-07 -05 48.60
1973-01-10 32.10
1972-01-12 19.50
1971-03-05 16.90
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Site ID:
Groundwater Flow:
Shallow Water Depth:
Deep Water Depth:
Average Water Depth:
Date:
9
SW
1/2 -1 Mile
Higher
083001155T
NW, SE
Not Reported
Not Reported
5.2
04/21/1998
AQUIFLOW 65335
10
SW
1/2 - 1 Mile
Higher
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS
USGS0147957
USGS Site 10:
005S012W12M001S
33.75168
-118.09118
NAD83
CA
Orange County
Not Reported
18070106
Not Reported
Ground-water other than Spring
Not Reported Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
Not Reported
Not. Reported Source:
Not Reported
334506118052501
Not Reported
I
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Not Reported
Ground-water levels, Number of Measurements: 0
TC01205694.1r Page A-12
Map 10
Direction
Distance
J;ilAvation
South
1/2 · 1 Mile
Lower
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
:~~i~t![~i!i~i;~~~~}(tf.;i~;~
Database
FED USGS
EDR 10 Number
USGS0147878
USGS Site 10:
005S012W12Q002S
33.74668
-118.08423
NAD83
CA
Orange County
8.00
18070201
Flat surface
Ground-water other than Spring
19660101 Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
30.0
30.0 Source:
Not Reported
334448118050001
Not Reported
f
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I
I
Not. Reported
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Ground-water levels, Number of Measurements: 1
Feet below Feet to
Date Surface Sealevel
1966-09-01 12.00
012
South
1/2 -1 Mile
Lower
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Const Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS
USGS0147879
USGS Site 10:
005S012W12Q003S
33.74668
-118.08423
NAD83
CA
Orange County
8.00
18070201
Flat surface
Ground-water other than Spring
19660101 Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
90.0
90.0 Source:
Not Reported
334448118050002
Not Reported
Not Reported
j
!
TC01205694.1 r Page A-13
Ground-water levels, Number of Measurements: 1
Feet below Feet to
Date Surface Sealevel
1966-09-01 16.00
E13
ESE
1/2 -1 Mile
Lower
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS
USGS0147886
USGS Site 10:
005S011VV07L001S
33.75224
-118.06923
NAD83
CA
Orange County
8.00
18070201
Flat surface
Ground-water other than Spring
19230101 Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
796
796 Source:
Not Reported
334508118040601
Not R.eported
Not Reported
!
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Ground-water levels, Number of Measurements: 0
E14
ESE
1/2 -1 Mile
Lower
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS USGS0147885
USGS Site 10:
005S011W07G001 S
33.75224
-118.06895
NAD83
CA
Orange County
7.00
18070201
Flat surface
Ground-water other than Spring
19410101 Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
21.0
22.0 Source:
Not Reported
334508118040501
Not Reported
Not Reported
f
I
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Tea 1205694.1 r Page A-14
Ground-water levels, Number of Measurements: 1
Feet below Feet to
Date Surface Sealevel
1941..09..01 8.00
15
SW
1/2 -1 Mile
Higher
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Const Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS
USGS0147954
USGS Site 10:
005S012W12M002S
33.75002
~118.09395
NAD83
CA
Orange County
Not Reported
18070106
Not Reported
Ground..water other than Spring
Not Reported Inven Date:
Single weill other than collector or Ranney type
Not. Reported
Not Reported
Not Reported
Not Reported Source:
Not Reported
334500118053501
Not Reported
Not Reported
f
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Ground..water levels, Number of Measurements: 0
16
SSW
1/2 -1 Mile
Higher
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Const Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED U~GS USGS0147876
USGS Site 10:
005S012VV12P002S
33.74557
..118.08784
NAD83
CA
Orange County
Not Reported
18070201
Not Reported
Ground-water other than Spring
Not Reported Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
Not Reported
Not Reported Source:
Not Reported
334444118051301
Not Reported
Not Reported
('
I
II
Ground-water levels, Number of Measurements: 0
TC01205694.1r Page A-15
Map 10
Direction
Distance
aevation
South
1/2 -1 Mile
Lower
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
Database
FED USGS
EDR 10 Number
USGS0147944
USGS Site 10:
005S012W13B003S
33.74474
-118.08312
NAP83
CA
Orange County
5.00
18070201
Not Reported
Ground..water other than Spring
19650101 Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
Not Reported
1~ &u~e:
Not Reported
334441118045601
Not Reported
Not ~eported
Ground-water levels, Number of Measurements: 0
18
South
1/2 · 1 Mile
Lower
Agency:
Site Name:
Dec. Latitude:
Dec~ Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS USGS0147943
USGS Site ID:
005S012VV13A012S
33.74474
-118.08062
NAD83
CA
Orange County
5.00
18070201
Not Reported
Ground-water other than Spring
19650101 Inven Date:
Single well, other than collector or Ranney type
Not Reported
Not Reported
Not Reported
105 Source:
Not Reported
334441118044701
Not Reported
Not Reported
Ground-water levels, Number of Measurements: 0
19
South
1/2 -1 Mile
Lower
FED USGS USGS01'47945
TC01205694.1r Page A-16
I
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Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Canst Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
USGS Site 10:
005S012VV13BOO4S
3~.74474
..118.08534
NAD83
CA
Orange County
5.00
18070201
Not Reported
Ground-water other than Spring
19650101 lnven Date:
Single well,. other than collector or Ranney type
Not Reported
Not Reported
Not Reported
107 Source:
Not Reported
334441118050401
Not Reported
Not Reported
Ground-water levels, Number of Measurements: 0
20
SSE
1/2 - 1 Mile
Lower
Agency:
Site Name:
Dec. Latitude:
Dec. Longitude:
Coord Sys:
State:
County:
Altitude:
Hydrologic code:
Topographic:
Site Type:
Const Date:
Well Type:
Primary Aquifer:
Aquifer type:
Well depth:
Hole depth:
Project no:
FED USGS USGS0147942
USGS Site 10:
005S012VV13A010S
33.74474
-118.0784
NAD83
CA
Orange County
5.00
18070201
Not Reported
Ground-water other-than Spring
19650101 Inven Date:
Single weill other than collector or Ranney type
Not Reported
Not Reported
Not Reported
112 Source:
Not Reported
334441118043901
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II
Not Reported
Not Reported
Ground..water levels, Number of Measurements: 0
TC01205694.1r Page A-17
AREA RADON INFORMATION
State Database: CA Radon
Radon Test Results
Zip
Total Sites
> 4 Pci/L
Pet. > 4 Pci/L
90740
7
14.29
Federal EPA Radon Zone for ORANGE County: 3
Note: Zone 1 indoor average level > 4 pCi/L.
: Zone 2 indoor average level >= 2 pCi/Land <= 4 pCi/L.
: Zone 3 indoor average level < 2 pCilL.
Federal Area Radon Information for ORANGE COUNTY, CA
Number of sites tested: 30
Area
Average Activity
0/0 4..20 pCi/L
0/0 >20 pCi/L
% <4 pCi/L
Living Area - 1 st Floor
Living Area - 2nd Floor
Basement
0.763 pCi/L
Not Reported
Not Reported
00/0
Not Reported
Not Reported
0%
Not Reported
Not Reported
1000/0
Not Reported
Not Reported
TC01205694.1r Page A-18
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TOPOGRAPHIC INFORMATION
USGS 7.5' Digital Elevation Model (OEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5' Digital Elevation Model in 2002. 7.5..Minute OEMs correspond to the USGS
1 :24,000- and 1 :25,000..scale topographic quadrangle maps.
HYDROLOGIC INFORMATION
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the Federal
Emergency Management Agency (FEMA). Data depicts 1 aD-year and 500...year flood zones as'defined by FEMA.
HYDROGEOLOGIC INFORMATION
l
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I,
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002 from the U.S. Fish and Wildlife Service.
AQUIFLOwR Information System
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EOR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1 :2,500,000 Scale - A digital
representation of the 1974 P.S. King and H.M. Beikman Map. USGS Digital Data Series DDS ..11 (1994).
I
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ST A TSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Services
The U.S. Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) leads the national
Conservation Soil Survey (NeSS) and is responsible for collecting, storing, maintaining and distributing soil
survey information for privately owned lands in the United States. A soil map in a soil survey is a representation
of soil pattems in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed. (SSURGO)
soil survey maps.
ADDITIONAL ENVIRONMENTAL RECORD SOURCES
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPAlOffice of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
Source: EP NOffiee of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SOWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FROS).
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USGS Water Wells: USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects or has collected data on surface
water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.
TC012051394.1 r
Page A-19
I
STATE RECORDS
I
California Drinking Water Quality Database
Source: Department of Health Services
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the state of Califomia
since 1984. It consists of over 3,200,000 individual ana,lyses along with well and water system information.
California Oil and Gas Well Locations for District 2, 3, 5 and 6
Source: Department of Conservation
Telephone: 916-323..1779
RADON
State Database: CA Radon
Source: Department of Health Services
Telephone: 916..324..2208
Radon Database for Califomia
Area Radon Information
Source: USGS
Telephone: 703-3564020
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPAlState Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor
radon levels.
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OTHER
Airport Landing Facilities: Private and public use landing facilities
Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicel'lters, Richter 5 or greater
Source:. Department of Commerce, National Oceanic and Atmospheric Administration
California Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary fault lines,
prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault
lines comes from California's Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.
I
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TC01205694.1r Page A..20
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Site
DETAILED ORPHAN LISTING
SEAL BEACH NAVAL WEAPONS STATION SITE 5
KITTS HIGHWAY AND BOLSA A VW (8/W CORNER)
SEAL BEACH, CA
LF:
Facility ID:
Operator:
Operator Phone:
Operator Addr:
30-CR-0166
U S Depl of the Navy
(562) 626-7897
Installation Restoration Coordinator
800 Seal beach Blvd.
Seal Beach, CA 90740
U S Dept. of the Navy
Installation Restoration Coordinator
800 Seal beach Blvd.
Seal Beach, CA 90740
Owner Telephone: (562) 626-7897
Activity: Solid Waste Disposal Site
Operator's Status: Not reported
Regulation Status: Not reported
Region: STATE
LatlLong: 34 I -118
Permit Date: Not reported
Accepted. Waste: Construction/demolition,Other hazardous
Restrictions:
Status :
Swisnumber :
Site Type :
Aka:
Type Of Waste:
Disposal Area :
SWFP Date:
WDR Number:
Dates Of Operation:
Closure Approved :
Date Of Field Units:
Surface Condition:
Landfill Gas :
Leachate :
Emergency Response :
Other Recommendation :
Reassess Site :
Priority For Site Assessment:
Lea Date :
Explanation:
No Further Action:
Permitted Throughput with Units:
Permitted Throughput with Units:
Permitted Throughput with Units:
Actual Throughput with Units:
Actual Capacity with Units:
Permitted Capacity with Units:
Remaining Capacity with Units:
Permitted Total Acreage:
Inspection Frequency:
Landuse Name:
GIS Source:
Permit Status:
Category:
Unit Number:
Owner:
Owner Address:
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not Reported
Not Reported
Not reported
,Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
None
Wetlands,Open Space - Nonirrigated,Military
Map
Not reported
Disposal
01
I
EDR 10 Number
Database(s) EPA 10 Number
I
SWF/LF 5105247953
N/A
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ORPHAN DETAIL TC01205694.1 r Page 1
Site
DETAILED ORPHAN LISTING
EDR ID Number
Database(s) EPA 10 Number
SEAL BEACH NAVAL WEAPONS STATION SITE 5 (Continued)
5105247953
Last Waste Tire Inspection Count:
Last Waste Tire Inspection Date:
Original Waste Tire Count:
Original Waste Tire Count Date:
Closure Date:
Closure Type:
Disposal Acreage:
Remaining Capacity:
Year Opened:
Year Closed:
Fill Area:
Type Of Refuse: Not reported
Avg Depth Of Fill:
Addtl Expansion Area:
Site Description:
Not reported
Not reported
Not reported
Not reported
I /
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not Reported
DOW CHEMICAL CO SEAL BEACH PL T
PACIFIC COAST HWY
SEAL BEACH, CA 90740
CERCLIS-NFRAP Classification Data:
Site Incident CategortJot reported
Non NPL Code: NFRAP
Ownership Status: Unknown,
CERCLIS-NFRAP Assessment History:
Assessment: DISCOVERY
Assessment: PRELIMINARY ASSESSMENT
Assessment: ARCHIVE SITE
As~essment: PRELIMINARY ASSESSMENT
CERCLIS-NFRAP Alias Name(s):
DOW CHEMICAL
CERC-NFRAP 1003878683
CAD980817589
Federal Facility: Not a Federal Facility
NPL Status:
Not on the NPL
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Completed:
Completed:
Completed:
Completed:
11/01/1979
02101/1985
08/01/1988
08/01/1988
Tosca #30932
901 PACIFIC COAST HWY
SEAL BEACH, CA 90740
State UST:
Facility 10: 18760
Region: STATE
Local Agency: 30000
UST San Francisco County:
F acUity 10: 18760
Tank 10: Not reported
Receive Date: Not reported
Certified Date: Not reported
Mailing Address: Not reported
Care Of Address: Not reported
Local Tank Id : Not reported
Compartmentalized Tank:
Date Tank Installed:
Tank Capacity:
# Of Tank Compartments:
Additional Desc: Not reported
Petroleum Type: Not reported
Type Of Tank:
Tank Material .. Primary Tank :
Tank Material .. Secondary Tank :
UST U003903646
N/A
Case Number:
Owner Name:
Close Date:
Not reported
Not reported
5/21/1999
Number Of Tanks: 1
Tank Manufacturer Not reported
Not reported
Not reported
Not reported
Not reported
Tank Use: Not reported
Common Name: Not reported
Not reported
Not reported
Not reported
I:
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ORPHAN DETAIL .TC01205'694.1r Page 2
DETAILED ORPHAN LISTING
Site
TOSCO #30932 (Continued)
Tank Interior Lining/coating:
Tank Int Lining Install Dt:
Other Tank Corrosive Protection:
Date Tank Corrosive Protection Install :
Type Of Spill Protection :
Spill Containment:
Drop Tube :
Striker Plate :
Year Overfill Protection Equipment Installed :
Alarm:
Ball Float :
Fill Tube Shut :
Exempt :
Tank Leak Detection (Single Wall) :
Visual (Exposed Portion) :
Automatic Tank Gauging:
Continuous Atg :
Statscllnvntry Reconciliation & Biennial Tank Test:
Manual Tank Gauging:
Vadose Zone Tank Leak Detection:
Groundwater:
Tank Testing :
Other Detection:
Tank Leak Detection (Double Wall) :
Visual (Single Wallin Vault Only) :
Continuous Interstitial Monitoring :
Manual Monitoring :
Other Leak Detection :
Estimated Date l-ast Used:
Estimated Qty Of Substance Remaining:
Tank Filled With Inert Material:
Piping System Type ( Underground ) :
Pressure :
Suction :
Gravity :
Piping System Type (Aboveground) :
Pressure :
Suction :
Gravity :
Piping Construction (Underground) :
Single Wall :
Double Wall :
Lined Trench:
Unknown :
Other:
Piping Manufacturer (Underground) :
Piping Construction (Aboveground) :
Single Wall :
Double Wall :
Unknown:
Other:
Piping Manufacturer (Aboveground) :
Piping Mat. And Corrosion Protection (Underground) :
Bare Steel :
Stainless Steel :
Plastic Compatible With Contents :
Fiberglass :
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Npt reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
EDR 10 Number
Database(s) EPA ID Number
U003903646
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ORPHAN DETAIL TC01205694.1r Page 3
DETAILED ORPHAN LISTING
Site
Tosca #30932 (Continued)
Steel W/coating :
FRP Compatible W/1000,'o Methanol :
Galvanized Steel :
Flexible (HOPE - High Density Polyethylene) :
Cathodic Protection :
Unknown :
Other:
Piping Mat. & Corrosion Proteen (Aboveground):
Bare Steel :
Stainless Steel :
Plastic Compatible With Contents :
Fiberglass:
Steel W Icoating :
Frp Compatible W/100% Methanol :
Galvanized Steel:
Flexible (HOPE - High Density Polyethylene) :
Cathodic Proteen :
Unknown :
Other:
Piping Leak Detection (Underground - Single Wall) :
Electronic Line Leak Detectorl Auto Shutoff/ Alarms : Not reported
Monthly 0.2 Gph Test: Not reported
Annual Integrity Test: Not reported
Daily Visual Monitmg ,Trienn Integrity Test: Not reported
Self Monitoring : Not reported
Biennial Integrity Test: Not reported
Piping Leak Detection (Secondarily Contained) :
Sump Sensor, Alarms ,Auto Shutoff For Leaks: Not reported
Sump Snsr, Alrm ,Auto Shutoff For Leaks, Failure, & Disconnect: Not reported
Sump Sensor ,Alarms .No Auto Shutoff: Not reported
Pressure, Auto Leak Detctr ,Flow Shutoff Or Restricn Not reported
Annual Integrity Test: Not reported
Suction, Gravity ,Sump Sensor,Alarms : Not reported
Piping Leak Detection (Emergency Generators) :
Sump Sensor W/O Auto Shutoff IAlarms : Not reported
Auto Leak Detector W/O Flow Shutoff Or Restrcn : Not reported
Annual Integrity Test: Not reported
Piping Leak Deteen Abvegmd - EmrgncyGen - Daily Visual Chk :Not reported
Pipe Integrity Test. Underground: Not reported
Piping Leak Detection (Aboveground - Single Wall) :
Electronic Line Leak Detector I Auto Shutoff / Alarms : Not reported
Monthly 0.2 Gph Test: Not reported
Annualkltegrity Test: Not reported
Single Wall, Pressure Daily Visual Check: Not reported
Single Wall, Suction - Daily Visual Monitoring: Not reported
Triennial Integrity Test: Not reported
Self Monitoring: Not reported
Single Wall, Gravity - Daily Visual Monitoring: Not reported
Biennial Integrity Test: Not reported
Piping Leak Detection (Aboveground - Secondarily Contained)
Sump Sensor, Alarms, Auto Shutoff For Leaks : Not reported
Piping Leak Detection (Underground - Secondarily Contained)
Sump Snsr, Alrm , Auto Shutoff for Leaks. FaUre & Disconct: Not reported
Sump Sensor, Alarms, No Auto Shutoff: Not reported
Pressure.. Auto Leak Detctr, Flow Shutoff /Restrctn : Not reported
Annual Integrity Test: Not reported
Suction/gravity - Sump Sensor, Alarms: Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
Not reported
EDR 10 Number
Database(s) EPA 10 Number
U003903646
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ORPHAN DETAIL TC01205694.1r Page4
I
DETAILED ORPHAN LISTING
EDR 10 Number
Site Database{ s) EPA ID Number
TOSCa #30932 (Continued) UOO3903646
Piping Leak Detection Underground (Emergency Generators)
Sump Sensor Without Auto Shutoff. Alarms: Not reported
Auto Leak Detector Wlo Flow Shutoff Or Restrctn : Not reported
Annual Integrity Test: Not reported
Daily Visual Check: Not reported
Pipe Integrity Test, Aboveground : Not reported
Date Dispenser Containment Installed : Not reported
Dispenser Containment Type : Not reported
Date Certified (Tank Unit) : Not reported I
Owner I Operator Name (Tank Unit): Not reported I
Owner' Operator Title (Tank Unit) : Not reported I
Permit Number: Not reported I
Permit Approved By : Not reported
Permit Expiration Date : Not reported I
Last Annual Monitoring Cart: Not reported
Secondary Containment Test: Not reported I
Spill Containment Present: Not reported
Drop Tube Present: Not reported
Striker Plate Present: Not reported
Alarm Present: Not reported
Ball Float Present: Not reported
Fill Tube Present: Not reported
Other Tank Leak Detection Present: Not reported
UST Close 10 : 208 [
Application Date : 10/28/1987 r
Application Name: Not reported
Applications: Not reported r
2ndry Care Of Address: Not reported it
r
ARea #6066 UST UOO3937763 I
490 PACIFIC COAST HWY N/A I
SEAL BEACH, CA 90740
State UST:
Facility 10: 18975
Region: STATE I:
Local Agency: 30000
G &M OIL CO #1 US,- UOO3939845
1300 PACIFIC COAST HWY N/A
SEAL BEACH, CA 90740
State UST:
Facility ID: 4724
Region: STATE
Local Agency: 30000
SEAL BEACH ARea (STN #6066) UST UOO3941571 I
I
490 PACIFIC COAST HWY N/A I
SEAL BEACH, CA 90740
State UST: I
Facility 10: 4612
Region: STATE
Local Agency: 30000
ORPHAN DETAIL TC01205694.1r Page 5
DETAILED ORPHAN LISTING
Site
EDR 10 Number
Database(s) EPA 10 Number
SEAL BEACH HONDA & TOYOTA
1000 PACIFIC COAST HWY
SEAL BEACH, CA 90740
State UST:
Facility 10: 10929
Region: STATE
Local Agency: 30000
UST U003941573
N/A
SMOG PROS #5453/ARCO#6066
490 PACIFIC COAST HWY
SEAL BEACH, CA 90740
State UST:
Facility 10: 14320
Region: STATE
Local Agency: 30000
UST U003941755
N/A
WEAPONS SUPPORT FACILITY SEAL BEACH
SEAL BEACH
SEAL BEACH, CA 90740
State UST:
Facility 10: 5414
Region: STATE
Local Agency: 30000
UST U003659747
N/A
LEISURE WORLD UNION #30774
13980 SEAL BEACH BLVD
SEAL BEACH, GA 90740
State UST:
Facility 10: 5086
Region: STATE
Local Agency: 30000
UST U003940373
N/A
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GOODYEAR M & N COASTLINE
12239 SEAL BEACH BLVD
. SEAL BEACH, CA 90740
State UST:
Facility 10: 14646
Region: STATE
Local Agency: 30000
UST U003939974
N/A
RUSSELL CONKLE UNOCAL #4686
12071 SEAL BEACH BLVD
SEAL BEACH, CA 90740
State UST:
Facility ID: 4622
Region: STATE
Local Agency: 30000
UST U003941421
N/A
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ORPHAN DETAIL TC01205694.1r Page 6
DETAILED ORPHAN LISTING
Site
EDR 10 Number
Database(s) EPA 10 Number
Tosca #30705
12071 SEAL BEACH BLVD
SEAL BEACH, CA 90740
State UST:
Facility 10: 18762
Region: STATE
Local Agency: 30000
UST U003942098
N/A
Tosca #30774
13980 SEAL BEACH BLVD
SEAL BEACH, CA 90740
State UST:
Facility 10: 18752
Region: STATE
Local Agency: 30000
UST U003942102
N/A
ROCKWELL -INTERNATIONAL CORP
SR 710 BEELINE HWY
WEST PALM BEACH, FL 90740
RCRIS:
Owner:
EP A 10:
BT LINLLEGRAVEN
(407) 775-4149
FL0000564492
RICHARD EVANS
(407) 775-4149
Contact:
Classification: Small Quantity Generator
TSDF Activities: Not reported
Violation Status: No violations found
FINDS:
Other Pertinent Environmental Activity Identified at Site:
Resource Conservation and Recovery Act Information system (RCRAI-NFO)
RCRIS-SQG 1000906314
FINDS FL0000564492
ORPHAN DETAIL TC01205694.1r Page 7
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Appendix B
l.
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Boring Logs
Borings DP0014 and DP0015
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,~AVOCET
;:'<";=:;,,:':,>;.~:;::~;;' EX\" I J{() ,N:\J E :--.;"'[',;\ L., IN C
ENGLAND
G'~ ViS'TEM'
'~Ul, .,,'
F. 1~ V I RON M E hi TAL E N ,6 I ~J E E R I ~~J G
BORING NUMBER DP0014
PAGE 1 OF 1
COMPANY Enaland Geosvstem. Inc.
PROJECT NAME Rneing Sp-~I Beach Rp-development ArAAs) CA
LOCA nON Seal Beach. California
DRILLING METHOD Geoorobe
SAMPLING DEVICE -
GROUND ELEVATION 10.91
DRILLER NAME Kehoe Testing & Engineering
LOGGED BY Deke Siren
REMARKS
DATE STARTED 9/4/03
DATE COMPLETED 9/9/03
X-COORDINATE 6004954.469
V-COORDINATE 2224822.986
TOTAL DEPTH 24.0
LOCATION DESCRIPTION NWS Acid Waste Line
DEPTH TO WATER 17.0
MEASURING POINT ELEVATION
APPROVED BY Philio Miller. P .E.
> -> (jj~ (,)
~:1 ~~ o::~ ....
I-C!) we:: z E .0 J:C!}
02 ~~ W c. 00 LITHOLOGIC DESCRIPTION
Q.co .:; Cl..O
w. -I=> 8 cri~ ~-I
os coO uQ) 0 .u
(J wS a: ::JO C)
0:: a:::
Brown, SIL TV SAND, moist, fine-grained, nonplastic, trace clay.
-
-
ML
-
~
--5- i---
~
- ML
...
- ---
1-10-
~ ML~
CL
f-
~ ---
~
~15-
ML
-20-
-
-
-
-
C")
sa
se
~
b
<:)
-l
..J
J:
:2
("II
:I:
U
~
Q..
C)
~
en
t5
w
--~~~~~ffi~~-----------------------------
....
~:J:
~t-
zc..
o~
(.)
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5.0
- -Dark Oiive-:Q"ray :-cIA YEv-Si[ T:" very moiSt:- stiff-:-Iow plasifci~ ;trace vetY fine~raiiied - - -
sand.
9.0
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- -Dark Oiive-brOwn, sfLT-:- verY moiS(stiff;noopjastlC to iOwpiaSii~trace day, trace - - - -
very fine-grained sand (more sand than day).
13.0
Upper 9.5 feet hand-augered. Groundwater sample collected from temporary well
casing screened 14.0 to 24.0 feet bgs. Boring sealed with granular bentonite.
Bottom of borehole at 24.0 feet.
~.
24.0
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ENGL' A. ND
. 1 .' .. . . ,-
G.~~~'S EM
'r"~?!i" . T . '
. '~%\~~~l;}~ " '..
EMV~RONMENTl\L ENGINEERING
BORING NUMBER DP0015
PAGE 1 OF 1
COMPANY Enaland Geosvstem. Inc.
PROJECT NAME Boeing RAal ReRC"], RAdAvelopmAnt ArAasr CA
LOCA nON Seal Beach. California
DRILLING METHOD Geoorobe
SAMPLING DEVICE -
GROUND ELEVATION 11.40
DRILLER NAME Kehoe Testing & Engineering
LOGGED BY Deke Siren
REMARKS
DATE STARTED 9/4/03
DATE COMPLETED 9/9/03
X-COORDINATE 6005106.661
Y -COORDINA TE 2224659.395
TOTAL DEPTH 24.0
LOCATION DESCRIPTJON NWS Acid Waste Line
DEPTH TO WATER 17.0
MEASURING POINT ELEVAnON
APPROVED BY PhiliD Miller. P .E.
> >' cn~ C)
:x::J ~~ ~Q' .....
tC> we: z E .0 J:c.!)
OZ 6~ w c- ou LITHOLOGIC DESCRIPTION
S 0..0
w~ ~:::::> ..... c4n ;i-!
ce,. mO ()Q) ~ c
(J lLI..e: c: ::l0 ~
a: .ct:
-
GP J"-J \... Ught brown, SANDY GRAVEL, loose (sub base).
o 0
ML - -srow';:-SANDYS[-r SiightiY mo1Srstiff:-ffn~iiined sand ,trace c1ai - - - - - - - --
--- ~-------------------~------------------_.
Dark brown, CLAYEY SILT, slightly moist, stiff, trace fine-grained sand.
-
-5-
-
ML
-
~1~
---,"- -
~
ML
---~ .
-15-
-
8M
-
-
-
-20-
-
-
8M
~
i-
(9)
~
b
C)
...i
-I
X
:s
N
:I:
o
-,
0..
c;)
N
en
en
S
w
- - Dark Oiive..brOwn, SANDY SILT, mOist stiff:" oon plaS'iictOlow plastici~ ;ftne--grained - - -
sand, trace clay.
- -Dark Oiive-brown, SilTY SAND, mOlsI medium -dense:-fine:Qrainea: trace reddiSh - - - -
brown staining.
Dark olive--brown, SAND, very moist, medium dense, fine-grained, micaceous, trace to
little silt.
Groundwater sample collected from temporary well screened 14.0 to 24.0 feet bgs.
Boring sealed with granular bentonite.
Bottom of borehole at 24.0 feet.
I-
UJ:
~.....
zfb
00
U
1.0
2.0
10.0
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13.0
:!.
20.0
24.0
(,
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Appendix C
CD Containing Subject Report, Previous
Phase I ESA Reports, and Laboratory
Analytical Reports
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rAVOCET
;<:'Ct:':::~~ [.: X\' r RC ).xi\IEN'T.:\ l~" 1;\ ("'
Ju1'Y 23, 2004
prepared for
Bolling Realty corporation
lI'Vine, caUfornia
Phase \ ESI\ Update and
phaSe \\ \t\Vest\gation
Lot 7
"B~ing Seal Beach Facility
seaf "Beach. california
;. 'r.' b ..I.~Y lltl'.' 5.1\0 1 H . I,.i.', C .\lI...i. .', ,..., 3"
~.b'" .40.'....911 .f" ....196...'.
1ft'" w. L\.... oc't~\'ln.,,,eotO
/'"
-_._---------~
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proiect ~o. 1002.05
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. . .... ..:.~.........."
Appendix E
Resolution and Noticing
1m11__._
Rill
City of,.Seal Beach, .211 8th Street
Seal Beach, CA 90740
562-431-2527
NOTICE OF DETERMINATION
TO: L Office of Planning and Research
State of California
1400 Tenth Street, Room 121
Sacramento, CA 95814
FROM: City of Seal Beach
Department of Dev Services
211 Eighth Street,
Seal Beach, CA. 90740
L Clerk-Recorder, County of Orange
12 Civic Center Plaza, Room 106
Santa Ana, CA 92701
SUBJECT: Filing of Notice of Determination in c6mpiiance with Section
21108 ~r 21152 ofth'e Public Resources Code:
I~itial Studv/Mitiqated Neaative Declaration 05-4 - Pacific Gatewav .Plaza Proiect
Project Title
S,CH 20,05091,068
State Clearinghouse Number (If submitted to State Clearinghouse)
Ms. Christy Teaqua, AICP, Senior Plann~r , 562) 431-2527, ext 316
Contact Person . Area ,CodelTelephone/Extension
The proposed Pacific Gateway Pla~a project is located ,at the ,southwest corner of
Westminster Av~n~~ and Seal S'each 8oulevard, in the City of Seal Beach,
County of Orange, California
Project Lo"cation '
The Pacific Gateway Plaza project Would Jilclude a 11 O~room hotel, 7,800 square
feet of retai.lshop~ and approximately 11,473 square feet of fast~food/in-line food
s~rvice Uses.
Project Description
This is to advise that the City of Seal BeaGh (Lead Agency) h~s approved the
above-described project on December.12. 2005 and has made the following
determinations regarding this project:
Z:\My Documents\EIRS\ND O~-4.Notice of Determination " Pacific Gateway Pfaza.doc\LW\12-16-05
City of Seal Beach Notice of Determination fa:
Mitigated Negative Declaration 05-4
Pacific Gateway Plaza Project
December 16, 2005
1.
The project
environment.
will
x
not have a significant effect on the
2.
Mitigation measures X were
approval of the project.
were not made a condition of
3. ~'A Negative Declaration was prepared for this project pursuant to the
provisions of CEQA. A copy of the Negative Declaration and record of
project approval may be examined at: City of Seal Beach, 211 Eighth
Street, Seal Beach, CA 90740.
An Environmental Impact Report was prepared for this project pursuant to
the provisions of CEQA, and was reviewed and considered by' the decision
maki"ng body prior to its decision on the project. The ,> Environmental Impact
Report and record of project approval, irl'cluding comJTlents and te'sponses, is
avaiiable to the public ~t: City of Seal Beach, 211 Eighth Street, Seal Beach, CA
90740.
,. The City found that environmental effects of the project could be mitigated
by modifications to the project which are within the responsibility and jurisdiction
of another public agency.
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Specific economic, social, and oth~r co.n~ideratibns make infeasible the
rl1itiga~ion me~sures or project alternatives identified in the Final Environmental
I mpact Report.
A Statement of OVerriding C9nsideration~ ~was X was flot adopted
for this project. '
Th..is is to certify that the Initiai., St~dy/Mitigated Negative Declaration with
comments and re~ponses and record 'of project. approval is available to the
general public at the City of Sear: Be~ch, ?11 ,Eiahth Street, Seal Beach. CA
90740. . . .
This document is being fiIeq in duplicate.. Plea~e acknowledge the filing date and
return acknbw'ledged ~ copy 'to: City of Seal Beach, Attn: Planning Department,
211 Ei,ghth Street, Seal Beach, CA 90740
Datt;3 Received for Filing
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Signafure . .
Senior Planner. City of Seal Beach
Title
ND 05-4. Notice of Det~rmination~Pacjfic Gat~way Plaza
2
CALIFORNIA DEPARTMENT OF FISH AND GAME
CERTIFICATE OF FEE EXEMPTION
De Minimis Impact Finding
Lead Agency: City of Seal Beach
Name of Project Proponent: Panattoni Dev~lopment
Address of Project Proponent: 18111 Van Karman Avenue, Suite 500, Irvine, California
92612.
Project Title: Pacific Gateway Plaza
ProjectDescription: The Pacific Gateway Plaza project would include a 11 Q-room hotel, 7,800
square feet of retail shops, and approximately 11,473 square feet of fast-food/in-line food
seNiee uses.
Location: The. proposed Pacific Gateway Plaza project site is located at the southwest corner
of the Westminster Boulevard and Seal Beach Boulevard.
City: Seal B~ach
County: Orange
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Findin~s of Exemption: The City of Seal Beach, as the Lead Agency for the subject project,
hascond.ucted an initial study for the above referenced project and has determined there is no
potential for adverse effects' on wildlife. resources. The site exists in an urban environment
charaqterized by paved concrete.. There is no ecological habitat found on-site or adjacent to the
site which would support wildlife resources.
Certifi~ation: I hereby certify that the lead agency ~as made the above findings of fact and that
ba~edt.Jpon the initial study a(ldhearing record, the project will not indiviqually ~r cumulatively
have an adverse effect of wildlife resources, ?is defined in Section 711.2 of the Fish and Game'
Code~ ..
~
Signature: . ......,. ..'
Ms. Christy Tea9ue; AIC sen~
Date: December 12, 2005
RESOLUTION NUMBER 5413
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SEAL BEACH, CALIFORNIA, ADOPTING
MITIGATED NEGATIVE DECLARATION 05-4 IN
CONJUNCTION WITH THE CONSTRUCTION OF FOUR
NEW BUILDINGS WITH A TOTAL OF 85,009 SQUARE
FEET AT 2301-2499 SEAL BEACH BOULEVARD, SEAL
BEACH (pACIFIC GATEWAY PLAZA)
WHEREAS, The City's environmental consultant has prepared "Initial Study and
Negative Declaration 05-4, Pacific Gateway Plaza." The proposed project will include
. construction of four new buildings in the Boeilig Space & Co111munications G:r,oup Specific Plan
Area 4.
WHEREAS, The City's environmental conSultant has prepared and circulated an Initial
Environmental Assessment and proposed Mitigated Negative Declaration as required by the
California Envirqnmental Quality Act (CEQA). The comment period on Negative Declaration
05-4 ended on October 11, 2005. As of October 11, 2005, the City has received two sets of
comments on the Mitigated Negative Declaration.
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WHEREAS, The City has prepared a "Response to COlll1l).ents" document that
addresses all issues raised during the public comment period have been evaluated and
determini;ng no significant impacts have been raised.
WHEReAS, A duly noticed public hearing was held by the Planning Commission on
November 9, 2005 to consider Mitigated Negative Declaration 05-4, Specific Plan Amendment
, 05-1, Site Plan Review 05-1, and Conditional Use Permit 05-12 for the hotel in conjunction with
the proposed development at 2301-2499 Seal Beach Boulevard.
WHEREAS, The Planning Commissipn received into evidence the Staff R~port of
November 9, 2005, along with all attachments thereto, considered all public testimony presented,
and recommends adoption of Mitigated "Negative Declaration 05-4 through the adoption of
Resolution 05-56.
WHEREAS, A duly noticed public hearing was held by the City Council on December
12, 2005 to consider Mitigated Negative Declaration 05-4 and Specific Plan Amendment 05-1 in
conj~ction with the proposed de"elop~ent at 2301-2499 Seal Beach Boulevard.
WHEREAS, The City Council received into evidence the Staff Report of December 12,
2005 ,along with all attachments thereto, and considered all public testimony presented.
WHEREAS, The City Council made the following findings regarding Negative Declaration
05-4 aJ;ld determined the proposed project is consistent with the General Plan:
1. The project is consistent with the provisions of the Land Use Element of the City's
General Plan, which provides a General Commercial zoning designation for the subj ect
property and.permits comniercial development. The uses are also consistent with the
remaining elements of the City's General Plan, as the policies of those elements are
consistent with, and reflected in, the Land Use Element Accordingly, the proposed uses
are consistent with the General Plan.
2. The project as proposed will be consistent with the Boeing Specific Plan, as amended.
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3. The buildin~ and property at 2301-2499 Seal Beach Boulevard are adequate in size,
shape, topography and location to meet the needs of the proposed use of the property.
The property is appraxjmately 4.47 acres in area, and provides an adequate number of
parking spaces. '
4. The building and property at 2301-2499 Seal Beach Boulevard, as conditioned, meets all
criteria for commercial set forth in the Code and the Boeing Specific Plan, as amended.
NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Seal Beach,
California, Based upon the foregoing, the City Council hereby approves Mitigated Negative
Declaration No. 05-4, subject to the following conditions:
1. AES1 The Projectapplic<;ll1t shall10cate construction equipment staging areas, to the
greatest extent feasible, away from ~xisting residential (Leisure World) uses and utilize
appropriate screening (i.e., te;mporary fencing with opaque "material) to shield views of
construction equipment and material. Staging locations shall be identified on the Project
final development plans and grading plans. Compliance with this measure is subject to
periodic field inspection. .. .
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2. AES2 The Project design shall include arrangement of on-site security lighting so that
direct rays would not shine on or produce glare for adjacent street.traffic and residential
lis<esnorth of the Project site. Developplent plans shall specify light fixtures that comply
with the standard of the illuminating Engineering Society (IES) for full cutoff capability.
3. AQl Under SCAQMD Rule. 201, the applicant shall apply for a Permit To Construct
prior to construction., which provides an orderly procedure far the review o~ new and
modified sources of air pollution~
4. AQ2 The Project shall comply with SCAQMD Rule 401, which limits visible emissions
from stationary sources. This rule prohibits visible emissions as dark or darker than
Ringlemann No. 1 for periods greater than three minutes in any hour.
5. AQ3 The Project shall comply with SCAQMD Rule 402, which prohibits the discharge
from a facility of air pollutants that cause injury, detriment, nuisance, or annoyance to the
public or that damage business or property.
6. AQ4 During clearing, grading, earth-moving, or excavation operations, excessive fugitive
dust emissions shall be controlled by regular watering or other dust-preventive measures
using the following procedures, as specified in the SCAQMD Rule 403:
. On-site vehicle speed shall be limited to 15 miles per hour.
. All material excavated or graded shall be sufficiently watered ~o prevent
excessive amounts of dust. Watering shall occur at least twice daily with
complete coverage, preferG"!-bly in the late morning and after work is done for the
day.
. Streets adjacent to the project reach will be swept as needed to remove silt that
may have accumulated from construction activities so as to prevent excessive
amounts of dust.
. All material transported on-site or off-site shall be either sufficiently watered or
securely covered to prevent release of excessive amounts of dust.
. The area disturbed by clearing, grading, earth-moving, 'or excavation operations
shall be minimized so as to prevent excessive anlounts of dust.
. All clearing, grading, e~rth moving, or excavation activities will cease during
periods ofwin4s so as to prevent excessive amounts of dust as ~et forth below:
· Rough grading (mass grading) - when winds are greater than 25 miles -
per hour averaged over one hour; and
-Precise grading - when winds are greater than 35 miles per hour
averaged over one hour.
. These control techniques shall be indicated in Project grading plans. Compliance
with the measure will be subject to periodic site inspections by the City.
. Visible dust beyond the property line emanating from the Proj ect shall be
prevented to the maximum extent feasible.
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7. AQ5 Ozone precursor emissions from construction equipment vehicles shall be
controlled by maintaining equipment engines in good condition and proper tune per
manufacturer's specifications, to the satisfaction of the City Engineer. Compliance with
this measure will be subject to periodic inspections of construction equipment vehicles by
the City.
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8. AQ6 Tp.e Project shall comply with SCAQMD Rule 1113, which limits the ROC content
of architectural coatings used in the SCAB or allows the averaging of such coatings, as
specified, so actual emissions do not exceed the allowable emissions if all the. averaged
coatings comply with the specified limits.
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9. AQ7 Alternative clean fuel (such as compressed natural-e;as-powered construction
equipment with oxidation catalysts) must be used instead of diesel-powered engines; or,
if diesel equipment has to be used, particulate filters, oxid?Ltion catalysts and low-sulfur
diesel (diesel with a sulfur content of less than 15 ppm) shall be used.
10. AQ8 All vehicles shall be prohibited from engine idling in excess often minutes, both
on-site and off-site.
11.AQ9 All equipment must use aqueous diesel fuel on-site in all diesel construction
equipment.
12. AQIO The Project shall comply with SCAQMDRule 1403, Asbestos Emissions From
Demolition/Renovation Activities, which specifies work practice requirements to limit
asbestos emissions from building demolition and renovation activities, including the
removal and associated disturbance of asbestos-containing material (ACM). The
requirements for demolition and renovation activities include asbestos surveying;
notification; ACM removal procedures and time schedules; ACM handling ah4 cleanup
procedures; and storage, disposal, and Iandfilling requirements for asbestos-containing
w~ste material (ACWM). All operators are required to maintain records, including waste
shipment records, and are required to use appropriate warning labels, signs, and
markings.
13". AQll Project grading plans shall show the duration of construction. Ozone precursor
emissions from construction equipment vehicles shall be controlled by maintaining
equipment engines in good condition and in proper tune per manufacturer's
specifications, to the satisfaction of the City Engineer. Compliance with this measure will
be subject to periodic inspections of construction equipment vehicles by the City.
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14. AQ 12 All trucks that are to haul excavated or graded material on-site shall comply with
State Vehicle Code Section 23114, with ~pecial attention to Sections 23114(b )(F), (e )(2)
and (e)( 4) as aniended, regarding the prevention of such material spilling onto public
streets and roads. ~
15. AQ 13 During overall site grading and public infrastructure construction phases,
construction equipment and" supply staging areas shall be located at lea~t 400 feet from"
the nearest residence. During structure/building construction; equipment and supply
staging areas shall be located at least 400 feet or as practical from the nearest residence.
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16. CULl A "Test Phase," as described in the Archaeolo,gical and Historical Element of the
City General Plan shall be performed by the City selected archaeologist, and if potentially
significant cultural resources are discovered, a "Research Design Document" must be
prepared by the City selected archaeologist in accordance with the provisions of the
Archaeological and Historical Element of the General Plan. The results of the test phase
investigation must be presented to the Archaeological Advisory Committee for review
and recommendation to the City Council f9r review and approval prior to earth removal
or disturbanceactiviti~s in the impacted area of the proposed Project.
17. CUL2 Project-related earth removal or disturbances activity is not authorized until such
time as the "Research De~ign" invest~gations and evaluations are completed and accepted
by the City Council, a Coastal Development Permit is issued by the California Coastal
Commission and until a written "Authorization to Initiate Earth Removal-Disturbance
Activity" is issued by the City of Seal Beach Director of Development Services to
applicant for the impacted area of the proposed Project.
18. CUL3 During all "test.~phase" investigation activities occurring on site, the City selected
archaeologist and the Native American monitor shall be present to conduct ap.d observe,
respectively, such "test phase" investigation activities.
19. CUL4An archaeologist and a Native American Monitor appointed by the City of Seal
Beach shall be present during earth removal or disturbance activities related to rough
grading and, other excavation for foundations and utilities that extend below five feet of
pre-grading surface elevation. If any earth removal or disturbance activities result in the
discovery of cultural resources, the Project proponent's contractors shall cease all earth
removal or disturbance activities in the vicinity and immediately notify the City selected
archaeologist and/or Native American Monitor, who shall immediately notify' the Director
of Development Services. l"'he City selected archaeologist shall evaluate all potential
cultural findings in accordance with standard practice, the requirements of the City of
Seal Beach Archaeological and Historical Element, and -other applicable regulations.
Consultation with the Native American Heritage Commission and data/artifact recovery,
if deemed appropri~te; shall be conducted. <,
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20. CUL5 If evidence of subsurface paleontologic resources is found during construction,
excavation and other construction activity in that area shall cease and the contractor shall
contact the City Development Services Department. With direction from the City, an
Orange Co~ty Certified Paleontologist shall prepare and complete a standard
Paleontologic Resource Mitigation Program.
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21. CUL6 Should any human bone be epcountered during any earth removal or disturbance
activities, all activity shall cease immediat~ly and the City selected archae~logist and
Native American monitor shall ,be immedjately contacted, who ~hal1 then immediately
notify the Director of Develop me lit Services. The Director of the Department of
Development Services shall contact the Coroner pursuant to Section 5097.98 and 5097.99
of the. Public Resources Cod~ relative to Native American remains~ Should the Coroner
determine'the human remains to be Native American, the Native American Heritage
Commission shall be contacted pursuant to Public Resources Code Section 5097.98.
22. CUL 7 If more than. one Native American burial is encountered during any earth removal
or disturbance activities, a "Mitigation Plan" shall be prepared and subject to approval by
the Ci,ty of Seal Beach Development Services Department. The Mitigation Plan shall
include the following procedures:
Continued Native American Monitoring
· All ground disturbance in any portions of the project area with the potential to contain
human remains or other cultural material shall be monitored by a N'ative American
representative of the MLD. Activities to be monitored shall include all construction
grading, c,pntrol1ed grading, and hand excavation of previously undisturbed deposit, with
the ex<(eption of contexts that are clearly ~thiIi the ancient marine terrace that comprises
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most of this area known as Landing Hill.
. Exposure and removal of each burial shall be monitored by a Native, American.
Where burials are clustered and immediately adjacent, one monitor is sufficient for
excavation of two adjoining burials.
· Excavation aftest units shall be monitored. Simultaneous excavation of two test units
if less than 20 feet apart maybe monitor~d by a single Native American.
· If screening of soil associated with burials or test units is done concurrently with and
adjacent to the burial or test unit, the Native American responsible for that burial or test
unit will also monitor the screening. If the screening is done at another location, a
separate monitor shall be required.
· All mechanical excavation conducted in deposits that may contain hunlan remains (i.e.,
all areas not completely within the marine terrace deposits) shall be monitored by a
Native American.
Notification Procedures for New Discoveries
· When possible burials are identified during monitoring of mechanical excavation, or
excavation of test units, the excavation shall be temporarily halted while the find is
assessed in consultation with the lead field archaeologist. lfthe find is made during
mechanical excavation, the archaeologist or Native American monitoring the activity
shall have the' authority to ~irect the equipment operat9f to stop while the find is assessed:
If it is determined that the find does not constitute a burial, the mechanical excavation
shall continue.
· If the find is determined to be a human burial, the lead archaeologist shall
immediately notify the Site Supervisor fOf the developer, as well as the Principal
fuvestigator. The Principal Investigator shall immediately notify the MLD and the
Director of Development Services fot the City of Seal Beach. The City shall provide the
Coastal Commission with weekly updates describing the fmds in writing.
Identification of Additional Burials
-For all discovered human burials, attempts shall continue to be made to locate
additional b~als nearby through hand excavation techniques. This shall be done
through the excavation of 1 x 1 m exploratory test units (ETUs) placed along
transects extending radially from each identified burial or burial.cluster. The spacing of
the ETUs shallbe determined upon consultation with the Project Archaeologist and the
MLD~ The radial transects shall be designed to test areas within 50 feet (15 m) from the
edge of each burial or burial cluster. Excavation of these units shall be limited to areas,
containing intact cultural deposit (i.e., areas that have not been graded to the underlying
marine terrage) and shall be excavated until the marine terrace deposits are encounter~d,
or to the excavation depth required for the approved grading plan. The soil from the
ETU s along the radial transects shall be screened only if human remains are found in that
unit.
· Controlled gr~ding shall be conducted within these 50-foot heightened investigation
areas with a wheeled motor grader. The motor grader shall use an angled blade that
excavates 1 to 2 inches at a pass, pushing the soil to the side to fo~ a low windrow.
Monitors shall follow about 20 feet behind the motor grader, examining the ground for
evidence of burials.
· When a burial is identified during controlled grading, the soil in windrows that may
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contain fragments of bone from that burial shall be screened. At a imnimum this shall
include the soil in the windrow within 50 feet of the buri3:1 in the direction of the grading.
· If additiOIi.~l burials are found during controlled grading, additional ETUs will be hand .
excavated in the radial patterns described above.
Burial Removal and Storage
· Consultation with the MLD shall occur regarding the treatment of discovered human
burials. lfthe MLD determines it is appropriate to have discovered hU1nan remains
pedestaled for removal, that activity shall be cOD,ducted in a method agreed to by the
MLD.
· After pedestaling or other agreed upon burial removal program is completed, the top of
a burial ~hall be covered with paper towel~ to act as a cushion, and then a heavy ply
plastic will be placed over the top to retain surface moisture. 'Duct tape shall be wrapped
around the entire pedestal, securing the plastic bag and supporting the pedestal. Labels
shall be placed on the plastic indicating the burial number and the direction of true north
in relation to the individual burial. Sections of rebar shall be hammered across the bottom
of the pedestal and parallel to the ground. When a number of parallel rebar sections have
been placed this way, they shall be lifted simultaneously, cracking the pedest~lloose from
the ground. l"he pedestal shall then be pushed onto a thick plywood board and lifted onto
a pallet. A forklift shall carry the pallet to a secUre storage area or secure storage
containers located on the subject property.
. If another agreed upon burial removal program is utilized, that method shall be
carried out in a manner agreed upon after consultation with the MLD.
Study of Burial Remains ..
· If the burials are removed in pedestal and are incompletely ex;posed, osteological
stu:dies are necessarily limited to determination (if possible) of age, sex, position,
orientation, and trauma or pathology. After consultation, and only upon written, agreement
by the MLD, additional studies that are destructive to the remains may be undertaken,
including radiocarbon dating of bone or DNA studies. lfthe MLD det~rtnines that only
non-destructive additional studies may be allowed, one shell may be removed from each
burial an.d submitted for radiocarbon dating. Tbe assumption here is that the shell would
have been part of the fill for the burial pit, and therefore would provide a maximum age
for.the burial.. ..
. The MLD may indicate a willingness to consider some additional exposure and study
of the skeletal material removed from the sites. Such study would not involve removal of
the remains from the project area, but rather would be uridertaken near the storage area.
To the extent allowed by the MLD, the bones would be further exposed within the
existing pedestals or other medium containing the human remains and additional
measurements taken. Consultation with the MLD regarding the feasibility of these
additional studies prior to reburial would occur.
Repatriation of Burials and Associated Artifacts
· Once all portions of the project area have been graded to the underlying culturally
sterile marine terrace deposits, or to the excavation depth required for the approved
grading plan, the repatriation prdcess shall be initiated for all recovered human remains
and associated artifacts. Once a reburial site has been identified and prepared, the remains
and associated artifacts shall be transported from the secure storage area to the ~ite for
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reburial. Appropriate ceremony will be undertaken during this process at the discretion of
the MLD.
Additional Studies
. Considerable additional data";relating to regional research issues may be uncovered if
substantial numbers of human burials and other archaeologicaJ features are encountered
during the construction monitoring for the development. If this occurs, additional analysis
shall be conducted. The analysis shall be designed to more completely address the
research issues discussed in the approved "Research Design," and to provide additional
mitigation of impacts to th~ sites iIJ-light of the new finds. The following studies would
be potentially applicable:
Radiocarbon Dating.
. In considering the implications of the burials in interpreting site use and regional
settlement, it is critical to assess the time range represented by the interments. :00 they
correspond to the full temporal range of site use, or only a limitedtimeframe? Although
direct dating of the bones may not possible due to the destructive nature of the
radiocarbon technique, the MLD may approve the removal of a single shell from the
interior of each burial for dating. Although this shall not provide a direct date bf the
buti~~, assuming the shell was p~ of the burial fill it should provide a maximum age
(thatis, the burial should ~ot be older than the shell). fu addition, an equivalent number of
additional samples from ~on-burial contexts would also be taken for comparative
purposes. These data would provide a more secure measure of the intensity of occupation
during different periods.
Sediment Cores. Dating results obtained to date on the Hellman Ranch/John
Laing Homes properties may suggest a possible iink between the use of the site$
within the project area and the productivity of the adjacent lagoon and estuary
systems. To assess this link usir~g independent environmental data on the
subject prop~rty, two sediment cores will be taken :from suitable locations of the
property. Sediments in the cores shall be examined and described in the field by
a geologist, and samples collected for dating and pollen analysis. These data
shall then be used to help reconstruct the habitats present on the property during
the perioQs the sites were occupied. This analysis shall be included in the final
report documeJ.1.ting the testing~ data recovery, and construction monitoring
phases of this investigation.
Comparative Studies. The substantial assemblage of artifacts recovered during
the monitoring on the HeJlinan Ranch/John. Laing Homes properties provides a
basis for comparison with other sites and shall contribute to an understanding of
regional patterns. This analysis shall be included in the final report (see below).
Animal Interments. Animal interments may be discovered within the project area.
Because these are not human remains, somewhat more intensive study is
possible. Because these features are uncc;:>1nmon and represent very culturespecific
religious practices, they are useful in reconstructing cultural areas during
certain times in prehistory... Analysis of animal interments will include: (1)
exposure to determine burial position; (2) photo documentation; (3) examination
of skeleton for age/sex; traumatic injury, p~thology, butchering, or other cultural
modification; (4) radiocarbon dating; and (5) examination of grave dirt for
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evidence of grave goods or stomach contents.
Curation
. Cultural materials recovered from the cultural re~ources momtoring and mitigation
program for the development shall be curated either at an appropriate facility in
Orange County, or, in consultation with the City, at the San Diego Archaeological
Center.
. The final t'echnical report shall be prepared and submitted to the City and CCC within
12 months of the completion of the archeological field work. The report shall co~fonn to
th~ guidelines developed by the California Office of Historic Preservation for
Archaeological Resource Management Reports (ARMR). It will be prepared in sufficient
quantity to distribute to interested regional researchers and Native American groups. It
shall thorollghly document and synthesize all of the findings from all phase of the cultural
resources program. Funding shall be provided by the landowner.
23. "GEOl Engineering design"for all structures shall be based on the probability that the
Project area will be subjected to strong ground motion during the lifetime of
development. Construction plans shall be subject to the City of Seal Beach Muriicipal
Code and shall include applicable standards, which address seismic design parameters.
24. GE02 Mitigation of earthquake ground shaking shall be incorporated into design and
construction in accordance with Uniform Building Code requirements and site specific
design. The Newport-fuglewood fault shall be considered the seismic source for the
Project site and specified design parameters shall be used.
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25. GE03 The potential damaging effects of regional earthquake.activity shall be considered
in the design of each structure. The. preliminary seismic evaluation ~ha~l be based on basic
data including the Uniform Building Code Seismic Paramete~s and the Sladden Report's
exhibits and tables. Structural design criteria shall be determined in the consideration,of
building types, occ~pancycategory, seismic importan~e factors and possibly other factors.
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26. GE04 Conformance with the~atest Uniform Building Code and City Ordinances can be
expected to satisfactorily mitigate the effect of seismic ground shaking. Conformance
with applicable codes and ordinances shall o~cur in conjunction with the iss~ance of "'
b1;lilding permits in order to insure that over excavation of soft, broken rock and, clayey
soils within sheared zones will be required where development is planned.
27. GE05 The project proponent shall incorporate measures to mitigate 'expansive soil
conditions ,compressible/c,pllapsible soil conditions and liquefaction soil conditions, and
impacts from trenching, which measures are identified in site-specific reports prepared by
the project geotechnical consultant. Recommendations shall be based on surface aild
subsurface mapping, lab'oratory testing and analysis. The geotechnical consultant's site
specific reports shall be approved by a certified engineering geologist and a registered
civil engineer, and shall be completed to the satisfaction of the City Engineer. Project
applicant shall reimburse City costs of independent third-party review of said"
geotechnical report.
28. GE06 Loose and soft alluvial soils, expansive clay soils and all existing uncertified fill
materials shall be removed and replaced with compacted fill during site grading in order
to prevent seismic settlement, soil expansion, and differential compaction.
29. GE07 All surfaces to receive compacted fill shall be cleared of existing vegetation,
debris, and other unsuitable materials which should be removed from the site. Soils that
are disturbed during site clearing shall be removed and replaced as controlled compacted
fill under the direction of the Soils Engineer.
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30. GE08 All grading proced~es, including soil excavation and compaction, the placement
of backfill, and temporary excavation shall comply with City of Seal Beach Standards.
31. GB09 Graded but undeveloped land shall be maintained weed-free and planted with
interim landscaping within ninety (90) days of completion of grading, unless building
permits are obtained. Planting with interim landscaping shall comply withNPDES Best
Management Practices.
32. GEO 1 0 As soon as possible following the completion of grading activities, exposed soils
shall be seeded or vegetated with a seed mix and/or native vegetation to ensure soil
stabilization.
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33. GEOl1 Precise grading plans shall include an Erosion, Siltation and Dust Control Plan.
The Plan's provisions may include sedimentation basins, sand bagging, soil compaction,
revegetation, temporary irrigation, scheduling and time li.n?its on ~ading activities, and
construction equipment restrictions on-site. This plan s4all also demonstrate compliance
with South Coast Air Quality Management District Rule 403, which regulates fugitive
dust control. '
34. HAZl Future businesses shall ensure that the transport of any hazardous waste that is
generated on-site be disposed of at an appropriate disposal facility by a licensed hauler, in
accordance with the appropriate State and Federal laws.
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35. HAZ2 The applicant shall ,submit Project plans for review by and approval of the Orange
County Fire Authority, in accordance with appropriate State and Federal laws, to ensure
iliat hazardous materials are adequately contained and an emergency plan prepared for the
Fire Authority in case of a hazardous spill.
36. HAZ3 If the removal of the pipeline is proposed as part of the Project, the pipeline shall
be saJJ;lpled as part of an asbestos survey, prior to demolition work. -
37. HAZ4 Any demolition of the existing pipeline shall comply with State law, which
requires a contractor, where there is asbestos-related work involving 100 square feet or
more of ACMs, ~o be certified and that certain procedures regarding the removal of
asbestos shall be followed. Additionally, workers shall be notified of the presence of
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ACMs as required by California State Law, and an Asbestos Management program shall
be implemented to prevent further damage of the ACMs.
38. HYDl Prior to issuance of any gradingpennit, a General Construction Activity Storm
Water Permit shall be obtained from the Regional Water Quality Control Board. Such
permits are required for sp~cific (or a series of related) construction activities which
exceed one acres in size and include provisions to eliminate or reduce off-site discharges
through implementation of a Storm Water Pollution Preyention Plan (SWPPP). Specific
SWPPP provisions include requirements for erosion and sediment control, as well as
monitoring requirement both during and after construction. Pollution-control measures
also require the use of best available techrtology, best conventional pollutant control
technology, and/or best management practices to prevent of reduce pollutant discharge
(pursuant to definitions and direction).
39. HYD2 Prior to the issuance of the first grading or building permits, a comprehensive
Water Quality ManagementPlan (WQMP) shall be prepared by a registered civil
engineer or a registered professional hydrologist to protect water resources from impacts
due to urban contaminants in surface water runoff. The WQMP shall be prepared in
coordination with the. Regional Water Quality Control Board, Orange County, the City of
Seal Beach and the California Coastal Commission to.insure compliance with applicable
National Pollutant Discharge Elimination System (NPDES) permit requirements. The
WQMP shall include a combination of structural and non-structural Best Management
Practices (BMPs) as outlined in the Countywide NPDES Drainage Area Management
Plan. Proj ect applicant shall reimburse City costs of independent third-party review of
said Water Quality Management Plan.
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40. HYD3 The project is required to meet Storm Water Management regulations. The
applicant shall file for a NPDES permit with the Regional Water Quality Control Board
and abide by the conditions of the permit as issued. A copypftheNotice of Intent (NOI),
Storm Water Pollution Prevention Plan (SWPPP), and Monitoring Plan ~hall be
submitted to the City Engineer a minimum of thirty (30) days p~or to commencing
grading operations. Th~ SWPPP shall emphasize structural and non-structural BMPs in
compliance with NPDES Program reqUIrements. ~pecific measures shall include:
· The project shall pro".ide appropriate sediment traps in open channels and energy
dissipaters in stormwater conduits and storm drain outlets.
· Surplus or waste materials from construct!on shall 1).ot be placed in drainage ways or
within the 100-year floodplain surface waters.
· AI~ loose piles of soil, silt, clay, sand, debris, or other earth~n materials shall be
protected in a reasonable manner to eliminate any discharge to waters of the State.
· During construction, temporary gravel or sandbag dikes shall be used as necessary to
prevent discharge of earthen materials from the site during periods of precipitation or
runoff
· Stabilizing agents such as straw, wood chips, and/or a hydroseeding shall be used
during the interim period after grading in order to strengthen exposed soil while ground
cover takes hold. ..
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· Revegetated areas shall be continually maintained to ensure adequate growth and root
development.
41. Nl Pursuant to the City's Noise Ordinance, the construction contractor shall ensure that
general construction activities (which includes construction vehicle staging and idling
engines) be conducted only between the hours of7:00 a.m. and 8:00 p.m. on weekdays,
between 8:00 a.m. and 8:00 p.m. on Saturday, and do not take place at any time on
Sunday or local, State, or Federal holidays.
42. N2 Prior to Grading Permit issuance, the Grading Plan shall be reviewed and approved by
the Planning Department to ensure compliance with the following:
· All construction equipment, fixed or mobile, shall be equipped with properly operating
and main~ained mufflers, to the satisfaction of the Building Official;
· During construction, stationary construction equipment shall be placed such that
emitted noise is directed away from sensitive noise receivers, to the satisfaction of the
Building Official; and
· During construction and to the satisfaction of the Building Official, stockpiling and
vehicle staging areas shall be located as far as practical from noise sensitive
receptors 'during constntctfon activities.
43. N3 Prior to the issuance of a Building Permit, subsequent noise assessments shall be
prepared, to the satisfaction of the Director of Development Services, which demonstrates
the sjte placement of stationary noise sources would not exceed criteria established in the
City of Seal Beach Noise Ordinance. The analysis shall verify that loading dock facilities,
rooftop equipment, trash compactors and other stcitionary noise sources are adequately
shielded and/or located at an adequate distance from residential areas in order to comply
with the City's noise standards.
, 44. N4 Directional speakers shall be shielded and/or oriented away from off-site residences to
the satisfaction of the Director of Development Services.
45.' N5 Prior to the issuance of a grading permit ,for any of Lots 17, 18, 19 ,or 20 of -Tract No.
16375 Subdivider shall install double pane windows in the Leisure World units facing
Westminster Avenue in Buildings 1 (A-F), 2 (A,B,K,L), 3 (A,B,K,L), 4 (A-F) and 11 (A-
F) ofMutua12, with the unit owner's prior written agreement to or rejection of such
mstallation to be obtained within 45-days of receipt by certified mail, return receipt
requested, of a request for agreement or rejection of said replacement program. Failure of
any owner/occupant of an identified residential unit to respond in writing within said 45-
day time period shall release the project proponent from any further responsibility relative
to this condition.
46. N6 A licensed acoustical engineer shall prepare an acoustical report indicating sound
attenuation measures for the hotel to achieve an interior noise level of 50 dBA. The
Project applicant shall reimburse City costs of an independent third-party review
conducted by a licensed acoustical engineer of the City's choosing.
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47. PS 1 The developer is subject to school assessment fees pursuant to.. California State law
(Senate Bill 50). The developer shall provide evidence of compliance to the City of Seal
Beach prior to issuance of building permits.
48. TRAI Prior to the issuance of building permits, the Project applicant shall comply with
the City of Seal Beach Transportation Impact Fee Program (RTIF).
49. UTILI In order to ensure adequate service to the Project site, plans for the proposed
wastew~ter collection system shall be approved by the Orange County Sanitation District
an~ the City Engineer of the City of Seal Beach prior to the recordation of the final tract
map.
50. UT~2 In order to ensure adequate service to the proposed subdivision ahd the individual
building structures, plans for the proposed public water and wastewater systems shall be
approved by the City Engineer of the City of Seal Beach prior to the recordation of the
fmal tract map. A condition on the tentative map shall state that all public infrastructure
improvement plans, including sewer, water, streets, traffic signals, and grading shall be
approved by the City En~neet prior to the recordation of the" tract map. This is in
conformance with the subdivision map act and approval authority of the City Engineer.
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51. UTIL3 In order to en~ure proper usage of water, the development shall be required to
implement the Best Management Practices (BMPs) and conservation practices identified
in the City's adoptedUWMP 2002, Water SupplyAs~essment and the California Urban
Water Cons~rvation Council.
I 52. UTIL4 Prior to the issuance of building permits, the appiicant shall submit for approval of
the City Public Warks Department a Water Quality Man,ag~ment Plap. (WQMP)
specifically id~ntifying Best Management Practices. (BMPs) that shall be used on-site to
control pred~ct'lble pollutant runoff. "
53. UTIL5 Prio~ to the issuance of building permits, the applicant shall obtain coverage under
NrDES Statewide Industrial Stormwater Permit for General Construction Activities from
the State Water Resources Control Board. Evidence that this coverage has been obtained
shall be submitted to the City Public Warks Department.
54. UTIL6 The construction contractor shall reduce construction-generated waste that is
disposed of at landfi~ls according to State law by at least 50 percent. The contractor shall
prepare a construction waste management plan explaining the practices that would be
used to achieve this level of reduction.
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55. UTIL7 Prior to the issuance of building permits for the proposed structures, detailed
cop.stru~tion plans shall be submitted to the Director of Development Services for
approval, delineating the number, location, and general design of solid waste enclosures
and storage areas for recycled material.
56. UTlL8 The Project applicant/individual project applications shall adhere to all source
reduction programs for the disposal of demolition and construction materials and solid
waste, as required by the City of Seal Beach. Prior to the issuarice of building permits, a
source reduction program shall be prepared and submitted to the Director of Development
Services for each structure constructed on the subj ect properties to achieve a minimum 60
percent reduction in waste disposal rates, including green waste.
AYES:
CQllUcil Me~ber O/}l~
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PASSED, APPROVED AND ADOPTED by the City Council of the City of Seal Beach, at a
meeting thereof held on the 12th d~y of December 2005, by the following vote:
NOES:
Council Member
ABSENT:
Council Member
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ABSTAIN:
Council Member
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) SS
CITY OF SEAL BEACH )
I, Linda Devine, City Clerk of Seal Beach, California, do hereby certify that the foregoing
resolution is the original copy of Resolution Number 5413 on file in the office of the
City Clerk, passed, approved and adopted by the City Council of the City of Seal Beach, at a
regular meeting ther~ofheld on the 12th day of December , 2005.
~)1;/f{ [~I
CIty Clerk