State Code: CA
Zip Code: 90222
City Name: COMPTON
Address Line 1: 2644 E. 124TH STREET
PWS ID: CA1910081
PWS Type Code: CWS
PWS Type Description: Community Water System
Primary Source Code: GW
Primary Source Desc: Groundwater
PWS Activity Code: A
PWS Activity Description: Active
PWS Deactivation Date:
Phone Number: 310-631-2625
--Details--
Population Served Count: 2300
City Served:
County Served: Los Angeles
State Served: CA
Zip Code Served:
USGS National Water Information System
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 2 NE 0.10 502.64 82.33 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 1000 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1003 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: Latitude: 33.9205711
Source Map Scale: 24000 Longitude: -118.2214604
Monitoring Loc Name: 003S013W11M001S
Monitoring Loc Identifier: USGS-335514118131401
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
DRAFT
Wells and Additional Sources Detail Report
21 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 4 NW 0.37 1,950.90 85.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 950 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1010 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: Latitude: 33.9236266
Source Map Scale: 24000 Longitude: -118.227294
Monitoring Loc Name: 003S013W10K001S
Monitoring Loc Identifier: USGS-335525118133501
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
DRAFT
Wells and Additional Sources Detail Report
22 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 5 NNE 0.37 1,955.32 84.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 924 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 956 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: Latitude: 33.9243238
Source Map Scale: 24000 Longitude: -118.2197049
Monitoring Loc Name: 003S013W11E001S
Monitoring Loc Identifier: USGS-335529118130901
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 17 SSW 0.61 3,227.88 77.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: Aquifer Type:
Well Depth Unit: Country Code: US
Well Hole Depth: Provider Name: NWIS
W Hole Depth Unit: County: LOS ANGELES
DRAFT
Wells and Additional Sources Detail Report
23 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Construction Date: Latitude: 33.9111269
Source Map Scale: 24000 Longitude: -118.228405
Monitoring Loc Name: 003S013W15G001S
Monitoring Loc Identifier: USGS-335440118133901
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 W 0.63 3,307.46 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 352 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 440 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 19840502 Latitude: 33.9202934
Source Map Scale: 24000 Longitude: -118.2342386
Monitoring Loc Name: 003S013W10L003S
Monitoring Loc Identifier: USGS-335513118140002
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
DRAFT
Wells and Additional Sources Detail Report
24 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure: 83
Vertical Measure Unit: feet
Vertical Accuracy: 2.5
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from topographic map.
Vert Coord Refer System: NGVD29
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 20 W 0.63 3,307.46 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 287 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 321 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: Latitude: 33.9202934
Source Map Scale: 24000 Longitude: -118.2342386
Monitoring Loc Name: 003S013W10L002S
Monitoring Loc Identifier: USGS-335513118136001
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 27 SSE 0.78 4,108.16 75.41 FED USGS
DRAFT
Wells and Additional Sources Detail Report
25 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 910 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 920 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 19961123 Latitude: 33.9091667
Source Map Scale: 24000 Longitude: -118.2158333
Monitoring Loc Name: 003S013W14F015S
Monitoring Loc Identifier: USGS-335433118125701
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 74
Vertical Measure Unit: feet
Vertical Accuracy: 2.5
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from topographic map.
Vert Coord Refer System: NGVD29
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 28 NE 0.78 4,105.12 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 485 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 500 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: Latitude: 33.9277736
Source Map Scale: 24000 Longitude: -118.2132936
Monitoring Loc Name: 003S013W11C001S
Monitoring Loc Identifier: USGS-335542118124701
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
DRAFT
Wells and Additional Sources Detail Report
26 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 30 SW 0.78 4,117.61 79.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: Aquifer Type:
Well Depth Unit: Country Code: US
Well Hole Depth: Provider Name: NWIS
W Hole Depth Unit: County: LOS ANGELES
Construction Date: Latitude: 33.9125158
Source Map Scale: 24000 Longitude: -118.2345163
Monitoring Loc Name: 003S013W15C002S
Monitoring Loc Identifier: USGS-335445118140101
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
DRAFT
Wells and Additional Sources Detail Report
27 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 31 NE 0.80 4,215.09 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 335 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 3023 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 20140513 Latitude: 33.9263889
Source Map Scale: 24000 Longitude: -118.2113056
Monitoring Loc Name: 003S013W11G003S
Monitoring Loc Identifier: USGS-335535118124003
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 31 NE 0.80 4,215.09 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 2900 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 3023 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
DRAFT
Wells and Additional Sources Detail Report
28 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Construction Date: 20140513 Latitude: 33.9263889
Source Map Scale: 24000 Longitude: -118.2113056
Monitoring Loc Name: 003S013W11G001S
Monitoring Loc Identifier: USGS-335535118124001
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 31 NE 0.80 4,215.09 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 2450 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 3023 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 20140513 Latitude: 33.9263889
Source Map Scale: 24000 Longitude: -118.2113056
Monitoring Loc Name: 003S013W11G002S
Monitoring Loc Identifier: USGS-335535118124002
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
DRAFT
Wells and Additional Sources Detail Report
29 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 32 NE 0.81 4,288.03 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 180 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1700 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 20140619 Latitude: 33.9264444
Source Map Scale: 24000 Longitude: -118.2110556
Monitoring Loc Name: 003S013W11G009S
Monitoring Loc Identifier: USGS-335535118123906
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 32 NE 0.81 4,288.03 87.41 FED USGS
DRAFT
Wells and Additional Sources Detail Report
30 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 1465 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1700 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 20140619 Latitude: 33.9264444
Source Map Scale: 24000 Longitude: -118.2110556
Monitoring Loc Name: 003S013W11G005S
Monitoring Loc Identifier: USGS-335535118123902
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 32 NE 0.81 4,288.03 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 1220 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1700 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 20140619 Latitude: 33.9264444
Source Map Scale: 24000 Longitude: -118.2110556
Monitoring Loc Name: 003S013W11G006S
Monitoring Loc Identifier: USGS-335535118123903
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
DRAFT
Wells and Additional Sources Detail Report
31 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 32 NE 0.81 4,288.03 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 1670 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1700 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 20140619 Latitude: 33.9264444
Source Map Scale: 24000 Longitude: -118.2110556
Monitoring Loc Name: 003S013W11G004S
Monitoring Loc Identifier: USGS-335535118123901
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
DRAFT
Wells and Additional Sources Detail Report
32 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 32 NE 0.81 4,288.03 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 900 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1700 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: 20140619 Latitude: 33.9264444
Source Map Scale: 24000 Longitude: -118.2110556
Monitoring Loc Name: 003S013W11G007S
Monitoring Loc Identifier: USGS-335535118123904
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 32 NE 0.81 4,288.03 87.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 660 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 1700 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
DRAFT
Wells and Additional Sources Detail Report
33 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Construction Date: 20140619 Latitude: 33.9264444
Source Map Scale: 24000 Longitude: -118.2110556
Monitoring Loc Name: 003S013W11G008S
Monitoring Loc Identifier: USGS-335535118123905
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: .5
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Mapping grade GPS unit (handheld accuracy range 12 to 40 ft) Horiz Coord Refer
System:
NAD83
Vertical Measure: 87
Vertical Measure Unit: feet
Vertical Accuracy: 4.3
Vertical Accuracy Unit: feet
Vertical Collection Mthd: Interpolated from Digital Elevation Model Vert Coord Refer System: NAVD88
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 41 SW 0.99 5,243.46 76.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 445 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: Provider Name: NWIS
W Hole Depth Unit: County: LOS ANGELES
Construction Date: Latitude: 33.9083492
Source Map Scale: 24000 Longitude: -118.2350719
Monitoring Loc Name: 003S013W15M004S
Monitoring Loc Identifier: USGS-335430118140301
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
DRAFT
Wells and Additional Sources Detail Report
34 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
Vertical Collection Mthd:
Vert Coord Refer System:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 42 NE 1.00 5,277.19 88.41 FED USGS
Organiz Identifier: USGS-CA Formation Type:
Organiz Name: USGS California Water Science
Center
Aquifer Name: California Coastal Basin aquifers
Well Depth: 516 Aquifer Type:
Well Depth Unit: ft Country Code: US
Well Hole Depth: 986 Provider Name: NWIS
W Hole Depth Unit: ft County: LOS ANGELES
Construction Date: Latitude: 33.9289041
Source Map Scale: 24000 Longitude: -118.2092379
Monitoring Loc Name: 003S013W11B002S
Monitoring Loc Identifier: USGS-335544118123001
Monitoring Loc Type: Well
Monitoring Loc Desc:
HUC Eight Digit Code: 18070105
Drainage Area:
Drainage Area Unit:
Contrib Drainage Area:
Contrib Drainage Area
Unit:
Horizontal Accuracy: 1
Horizontal Accuracy Unit: seconds
Horizontal Collection
Mthd:
Interpolated from MAP.
Horiz Coord Refer
System:
NAD83
Vertical Measure:
Vertical Measure Unit:
Vertical Accuracy:
Vertical Accuracy Unit:
Vertical Collection Mthd:
Vert Coord Refer System:
Oil and Gas Wells
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 6 SSE 0.43 2,262.19 78.41 OGW
DRAFT
Wells and Additional Sources Detail Report
35 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p API No: 0403705957 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: C5640
Well No: 1 Operator Name: Chevron U.S.A. Inc.
Well Status: Plugged Operator St:
Well Stat Desc: Plugged County APIC:
Well Type: DH District: Southern
Well Type Desc: Dry Hole Geo District:
Well Symbol: PluggedDH Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Los Angeles
Lease Name: Carlin Community Section: 14
Elevation: Township: 03S
Total Depth: Range: 13W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.91373825
Confidential: Long83: -118.21850586
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: hud
Hydr Fractured:
Location:
Source83 Desc: Heads Up Digitized - Coordinates generated from scanned, geo-referenced, static scale, Mylar maps URL:
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 33 E 0.85 4,477.69 81.41 OGW
API No: 0403705599 Directional:
All Well Key: BLM Well:
OP Well ID: EPA Well:
OID: Operator Code: 05504
Well No: 1 Operator Name: Lynwood Consolidated Oil Interest, Inc.
Well Status: Idle Operator St:
Well Stat Desc: Idle County APIC:
Well Type: OG District: Southern
Well Type Desc: OG Geo District:
Well Symbol: IdleOG Field Code:
Well Sym Desc: Field Name: Any Field
Release Date: Area Code:
Completion Date: Area Name: Any Area
Abandoned Date: County Name: Los Angeles
DRAFT
Wells and Additional Sources Detail Report
36 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Lease Name: Lease by Lynwood Consolidated Oil
Interest, Inc.
Section: 11
Elevation: Township: 03S
Total Depth: Range: 13W
Redrilled Depth: Lat27:
Redrill Cancel Flag: Long27:
Dryhole: Lat83: 33.917672
Confidential: Long83: -118.207708
Confidential Well: No Base Meridian: SB
Directional Drilled: No GIS Source Code: Unknown
Hydr Fractured:
Location:
Source83 Desc: UNKNOWN
URL:
Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 WSW 0.12 640.80 81.41 WATER WELLS
WCR No: WCR2018-000754 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.91799345 Decimal Lat(OSWCR): 33.91799345 Decimal Longitude: -118.22512081 Decim Long(OSWCR): -118.22512081
Location(OSWCR): 2631 E 126th ST
City(OSWCR): Compton
Location: 2631 E 126th ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 WSW 0.12 640.80 81.41 WATER WELLS
WCR No: WCR2018-000753 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.91799345 Decimal Lat(OSWCR): 33.91799345 Decimal Longitude: -118.22512081 Decim Long(OSWCR): -118.22512081
Location(OSWCR): 2631 E 126th ST
City(OSWCR): Compton
Location: 2631 E 126th ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 WSW 0.12 640.80 81.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
37 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2018-000746 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.91799345 Decimal Lat(OSWCR): 33.91799345 Decimal Longitude: -118.22512081 Decim Long(OSWCR): -118.22512081
Location(OSWCR): 2631 E 126th ST
City(OSWCR): Compton
Location: 2631 E 126th ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 WSW 0.12 640.80 81.41 WATER WELLS
WCR No: WCR2018-000751 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.91799345 Decimal Lat(OSWCR): 33.91799345 Decimal Longitude: -118.22512081 Decim Long(OSWCR): -118.22512081
Location(OSWCR): 2631 E 126th ST
City(OSWCR): Compton
Location: 2631 E 126th ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 WSW 0.12 640.80 81.41 WATER WELLS
WCR No: WCR2018-000744 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.91799345 Decimal Lat(OSWCR): 33.91799345 Decimal Longitude: -118.22512081 Decim Long(OSWCR): -118.22512081
Location(OSWCR): 2631 E 126th ST
City(OSWCR): Compton
Location: 2631 E 126th ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 3 WSW 0.12 640.80 81.41 WATER WELLS
WCR No: WCR2018-000740 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.91799345 Decimal Lat(OSWCR): 33.91799345 Decimal Longitude: -118.22512081 Decim Long(OSWCR): -118.22512081
Location(OSWCR): 2631 E 126th ST
DRAFT
Wells and Additional Sources Detail Report
38 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 2631 E 126th ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0091080 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1918-000120 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): ALAMEDA ST, 116TH ST
City(OSWCR): None
Location: ALAMEDA ST, 116TH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0200378 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
39 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1923-000394 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): LYNWOOD AVE, WEST OF ALAMEDA
City(OSWCR): None
Location: LYNWOOD AVE, WEST OF ALAMEDA
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0064549 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1776-008521 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): TRAILER PARK, E 119TH ST
City(OSWCR): Los Angeles
Location: TRAILER PARK, E 119TH ST
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
40 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1984-008189 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0004960 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1918-000240 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): ALAMEDA STREET, 116TH ST
City(OSWCR): None
Location: ALAMEDA STREET, 116TH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1928-000495 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK, 123RD ST, 124TH ST
DRAFT
Wells and Additional Sources Detail Report
41 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): None
Location: WILLOWBROOK, 123RD ST, 124TH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0158961 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0065059 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1923-000129 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): LYNWOOD AVE
City(OSWCR): None
Location: LYNWOOD AVE
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
42 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1931-000277 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): BUTLER ST, ALAMEDA BLVD
City(OSWCR): None
Location: BUTLER ST, ALAMEDA BLVD
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1918-000119 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): ALAMEDA ST, 116TH ST
City(OSWCR): None
Location: ALAMEDA ST, 116TH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0019448 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
43 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0034752 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2001-013077 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK, 117TH ST, MONA BLVD
City(OSWCR): None
Location: WILLOWBROOK, 117TH ST, MONA BLVD
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2003-013757 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 2801 Lynwood Road
City(OSWCR): Lynwood
Location: 2801 Lynwood Road
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2003-014147 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 2801 Lynwood Road
DRAFT
Wells and Additional Sources Detail Report
44 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 2801 Lynwood Road
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1998-011003 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): LONG BEACH BLVD
City(OSWCR): Long Beach
Location: LONG BEACH BLVD
City: Long Beach
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2010-010953 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 11712 S Wilmington Avenue
City(OSWCR): Los Angeles
Location: 11712 S Wilmington Avenue
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2010-010955 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 11712 S Wilmington Avenue
City(OSWCR): Los Angeles
Location: 11712 S Wilmington Avenue
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
45 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2007-011268 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): Imperial Highway & Fernwood Avenue
City(OSWCR): Lynwood
Location: Imperial Highway & Fernwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2004-012331 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 2349 E 117th Street
City(OSWCR): Los Angeles
Location: 2349 E 117th Street
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2003-014149 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 2801 Lynwood Road
City(OSWCR): Lynwod
Location: 2801 Lynwood Road
City: Lynwod
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
46 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2003-013756 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 2801 Lynwood Road
City(OSWCR): Lynwood
Location: 2801 Lynwood Road
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2005-014430 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 700 E Rosecrans Avenue
City(OSWCR): Compton
Location: 700 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2004-012332 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 2349 E 117th Street
City(OSWCR): Los Angeles
Location: 2349 E 117th Street
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1987-013748 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): ALAMEDA ST, 115TH PLACE
DRAFT
Wells and Additional Sources Detail Report
47 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: ALAMEDA ST, 115TH PLACE
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1931-000568 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): BUTLER ST, ALAMEDA BLVD
City(OSWCR): None
Location: BUTLER ST, ALAMEDA BLVD
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0100471 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1998-009011 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 26057 Industrial Way
City(OSWCR): Lynwood
Location: 26057 Industrial Way
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
48 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1937-000342 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK AVE
City(OSWCR): Compton
Location: WILLOWBROOK AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0202838 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1937-000256 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK AVE
City(OSWCR): Compton
Location: WILLOWBROOK AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
49 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2010-010954 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 11712 S Wilmington Avenue
City(OSWCR): Los Angeles
Location: 11712 S Wilmington Avenue
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2003-014148 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 2801 Lynwood Road
City(OSWCR): Lynwod
Location: 2801 Lynwood Road
City: Lynwod
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1922-000262 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): COMPTON AVE, BANNING ST
City(OSWCR): None
Location: COMPTON AVE, BANNING ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0255856 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
DRAFT
Wells and Additional Sources Detail Report
50 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1928-000225 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK, 123RD, 124TH ST
City(OSWCR): None
Location: WILLOWBROOK, 123RD, 124TH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1998-011007 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): Long Beach Blvd
City(OSWCR): Lynwood
Location: Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1998-011006 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): Long Beach Blvd
City(OSWCR): Lynwood
Location: Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
51 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1998-011004 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): Long Beach Blvd
City(OSWCR): Lynwood
Location: Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR0042663 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1922-000109 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): COMPTON AVE, BANNING ST
City(OSWCR): None
Location: COMPTON AVE, BANNING ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
52 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1916-000122 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): ALAMEDA ST, 116TH ST
City(OSWCR): None
Location: ALAMEDA ST, 116TH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1937-000255 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK, 123RD ST
City(OSWCR): Willowbrook
Location: WILLOWBROOK, 123RD ST
City: Willowbrook
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR2005-014429 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): 700 E Rosecrans Avenue
City(OSWCR): Compton
Location: 700 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1776-008520 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): E 117TH ST, WILLOWBROOK, MONA BLVD
DRAFT
Wells and Additional Sources Detail Report
53 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Willowbrook
Location: E 117TH ST, WILLOWBROOK, MONA BLVD
City: Willowbrook
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1931-000278 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): ONE HUNDRED TWENTY FOURTH ST
City(OSWCR): None
Location: ONE HUNDRED TWENTY FOURTH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1998-011005 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): Long Beach Blvd
City(OSWCR): Lynwood
Location: Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1928-000224 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK AVE
City(OSWCR): Compton
Location: WILLOWBROOK AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
54 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1937-000341 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK, 123RD ST
City(OSWCR): None
Location: WILLOWBROOK, 123RD ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 7 NW 0.47 2,484.64 85.41 WATER WELLS
WCR No: WCR1984-007077 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92368
Decimal Lat(OSWCR): 33.92368 Decimal Longitude: -118.22974 Decim Long(OSWCR): -118.22974
Location(OSWCR): WILLOWBROOK AVE
City(OSWCR): Compton
Location: WILLOWBROOK AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
WCR No: WCR2016-004437 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
55 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004435 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
WCR No: WCR2016-004439 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
WCR No: WCR2016-004441 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
WCR No: WCR2016-004432 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
DRAFT
Wells and Additional Sources Detail Report
56 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
WCR No: WCR2016-004434 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
WCR No: WCR2016-004440 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 8 N 0.49 2,602.60 88.41 WATER WELLS
WCR No: WCR2016-004436 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.926608
Decimal Lat(OSWCR): 33.926608 Decimal Longitude: -118.222184 Decim Long(OSWCR): -118.222184
Location(OSWCR): 2801 Lynwood RD
City(OSWCR): Lynwood
Location: 2801 Lynwood RD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
57 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 9 N 0.55 2,908.60 91.12 WATER WELLS
WCR No: WCR2016-003272 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9273728 Decimal Lat(OSWCR): 33.9273728 Decimal Longitude: -118.2238132 Decim Long(OSWCR): -118.2238132
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 10 N 0.57 3,013.32 90.41 WATER WELLS
WCR No: WCR2016-003270 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9277189 Decimal Lat(OSWCR): 33.9277189 Decimal Longitude: -118.2231523 Decim Long(OSWCR): -118.2231523
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 11 N 0.58 3,056.47 92.41 WATER WELLS
WCR No: WCR2016-003267 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9276928 Decimal Lat(OSWCR): 33.9276928 Decimal Longitude: -118.2247114 Decim Long(OSWCR): -118.2247114
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 12 N 0.61 3,198.90 91.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
58 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-003273 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9281317 Decimal Lat(OSWCR): 33.9281317 Decimal Longitude: -118.2242657 Decim Long(OSWCR): -118.2242657
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 13 SSW 0.59 3,133.85 77.41 WATER WELLS
WCR No: WCR1944-000461 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9113889 Decimal Lat(OSWCR): 33.9113889 Decimal Longitude: -118.2283333 Decim Long(OSWCR): -118.2283333
Location(OSWCR): WILLOWBROOK, COMPTON, STOCKWELL
City(OSWCR): Compton
Location: WILLOWBROOK, COMPTON, STOCKWELL
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 13 SSW 0.59 3,133.85 77.41 WATER WELLS
WCR No: WCR2020-001131 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9113889 Decimal Lat(OSWCR): 33.9113889 Decimal Longitude: -118.2283333 Decim Long(OSWCR): -118.2283333
Location(OSWCR): S WillowBrook AVE
City(OSWCR): None
Location: S WillowBrook AVE
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 14 N 0.61 3,226.89 91.41 WATER WELLS
WCR No: WCR2016-003263 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9282954 Decimal Lat(OSWCR): 33.9282954 Decimal Longitude: -118.2233408 Decim Long(OSWCR): -118.2233408
Location(OSWCR): 2600 E Imperial Highway
DRAFT
Wells and Additional Sources Detail Report
59 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 15 N 0.62 3,278.03 92.41 WATER WELLS
WCR No: WCR2016-003262 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9282928 Decimal Lat(OSWCR): 33.9282928 Decimal Longitude: -118.2248407 Decim Long(OSWCR): -118.2248407
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 16 N 0.62 3,290.45 91.41 WATER WELLS
WCR No: WCR2016-003261 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9284183 Decimal Lat(OSWCR): 33.9284183 Decimal Longitude: -118.2239284 Decim Long(OSWCR): -118.2239284
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 18 N 0.64 3,368.52 91.41 WATER WELLS
WCR No: WCR2016-003269 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9286924 Decimal Lat(OSWCR): 33.9286924 Decimal Longitude: -118.223241 Decim Long(OSWCR): -118.223241
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
60 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 19 N 0.64 3,381.80 92.41 WATER WELLS
WCR No: WCR2016-003274 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9285753 Decimal Lat(OSWCR): 33.9285753 Decimal Longitude: -118.2248878 Decim Long(OSWCR): -118.2248878
Location(OSWCR): 2600 E Imperial Highway
City(OSWCR): Lynwood
Location: 2600 E Imperial Highway
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2014-008565 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11445 Long Beach Blvd
City(OSWCR): Lynwood
Location: 11445 Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1990-020753 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): LAGUNA BCH, IMPERIAL HWY, LONG BEACH BLV City(OSWCR): None
Location: LAGUNA BCH, IMPERIAL HWY, LONG BEACH BLV
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
61 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1776-008522 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): LONG BEACH BLVD, SANBORN AVE, CALIFORNIA City(OSWCR): None
Location: LONG BEACH BLVD, SANBORN AVE, CALIFORNIA
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010810 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1946-000960 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2001-013507 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11716 Long Beach Blvd
DRAFT
Wells and Additional Sources Detail Report
62 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11716 Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1950-002006 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): ALAMEDA ST, LYNWOOD RD, BELLINGER ST, ES City(OSWCR): None
Location: ALAMEDA ST, LYNWOOD RD, BELLINGER ST, ES
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1930-000571 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): LYNWOOD ROAD, Long Beach Blvd
City(OSWCR): Lynwood
Location: LYNWOOD ROAD, Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010807 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
63 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2000-012930 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 3250 E Washington Blvd
City(OSWCR): Vernon
Location: 3250 E Washington Blvd
City: Vernon
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010830 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Blvd & Beechwood Avenue
City(OSWCR): Lynwood
Location: Long Beach Blvd & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2001-013508 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11716 Long Beach Blvd
City(OSWCR): Lynwood
Location: 11716 Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
64 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2012-010833 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Blvd & Beechwood Avenue
City(OSWCR): Lynwood
Location: Long Beach Blvd & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1947-001467 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): E Banning Avenue
City(OSWCR): Lynwood
Location: E Banning Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010814 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2000-010753 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): EAST WASHINGTON BLVD
DRAFT
Wells and Additional Sources Detail Report
65 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Vernon
Location: EAST WASHINGTON BLVD
City: Vernon
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010824 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010808 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2002-011373 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 2830 E Washington Blvd
City(OSWCR): Los Angeles
Location: 2830 E Washington Blvd
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
66 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1947-001466 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): BANNING AVE, LINDBERG AVE
City(OSWCR): Lynwood
Location: BANNING AVE, LINDBERG AVE
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010822 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010820 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
67 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1954-002086 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): CALIFORNIA ST, SANBORN ST
City(OSWCR): Los Angeles
Location: CALIFORNIA ST, SANBORN ST
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR0320417 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1930-000271 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): E Banning Avenue
City(OSWCR): Lynwood
Location: E Banning Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010818 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue DRAFT
Wells and Additional Sources Detail Report
68 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010829 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1947-001202 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): BANNING AVE, LINDBERG AVE
City(OSWCR): None
Location: BANNING AVE, LINDBERG AVE
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1930-000270 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): LINDBERGH AVE, LYNWOOD RD, FLOWER ST, FE City(OSWCR): None
Location: LINDBERGH AVE, LYNWOOD RD, FLOWER ST, FE
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
69 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010828 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010834 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Blvd & Beechwood Avenue
City(OSWCR): Lynwood
Location: Long Beach Blvd & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR0072100 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
70 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0186965 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2014-008566 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11445 Long Beach Blvd
City(OSWCR): Lynwood
Location: 11445 Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1939-000332 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): CHESTER ST, FERNWOOD ST
City(OSWCR): Lynwood
Location: CHESTER ST, FERNWOOD ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010811 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue DRAFT
Wells and Additional Sources Detail Report
71 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010815 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010805 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2016-004976 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
72 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2016-004983 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010835 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Blvd & Beechwood Avenue
City(OSWCR): Lynwood
Location: Long Beach Blvd & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010825 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
73 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2012-010819 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1947-001203 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): E Banning Avenue
City(OSWCR): Lynwood
Location: E Banning Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2004-015078 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Virginia Street & Peach Street
City(OSWCR): Lynwood
Location: Virginia Street & Peach Street
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2000-012929 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 3250 E Washington Blvd
DRAFT
Wells and Additional Sources Detail Report
74 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Vernon
Location: 3250 E Washington Blvd
City: Vernon
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1991-018122 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): W ALAMEDA
City(OSWCR): Compton
Location: W ALAMEDA
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1954-002549 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): E Banning Avenue
City(OSWCR): Lynwood
Location: E Banning Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010827 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
75 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010803 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010826 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010806 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
76 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1776-008523 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): BANNING AVE
City(OSWCR): Lynwood
Location: BANNING AVE
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1939-000196 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): CHESTER ST, FERNWOOD ST
City(OSWCR): Lynwood
Location: CHESTER ST, FERNWOOD ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2016-004978 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010809 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue DRAFT
Wells and Additional Sources Detail Report
77 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1930-000572 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): E Banning Avenue
City(OSWCR): Lynwood
Location: E Banning Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010816 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010823 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
78 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010817 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010813 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2001-013509 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11716 Long Beach Blvd
City(OSWCR): Lynwood
Location: 11716 Long Beach Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
79 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004977 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010821 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010812 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010804 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Boulevard & Beechwood Avenue DRAFT
Wells and Additional Sources Detail Report
80 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: Long Beach Boulevard & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010831 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Blvd & Beechwood Avenue
City(OSWCR): Lynwood
Location: Long Beach Blvd & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR1999-010520 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Blvd, Peach Street, Beechwood City(OSWCR): Lynwood
Location: Long Beach Blvd, Peach Street, Beechwood
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2012-010832 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): Long Beach Blvd & Beechwood Avenue
City(OSWCR): Lynwood
Location: Long Beach Blvd & Beechwood Avenue
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
81 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 21 ENE 0.65 3,418.34 85.41 WATER WELLS
WCR No: WCR2016-004995 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.92374
Decimal Lat(OSWCR): 33.92374 Decimal Longitude: -118.21241 Decim Long(OSWCR): -118.21241
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 22 S 0.72 3,787.69 77.41 WATER WELLS
WCR No: WCR2020-005078 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9086826 Decimal Lat(OSWCR): 33.9086826 Decimal Longitude: -118.2210668 Decim Long(OSWCR): -118.2210668
Location(OSWCR): 316 E Oaks ST
City(OSWCR): Compton
Location: 316 E Oaks ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 23 N 0.74 3,919.06 96.69 WATER WELLS
WCR No: WCR2018-007815 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.930026
Decimal Lat(OSWCR): 33.930026 Decimal Longitude: -118.225234 Decim Long(OSWCR): -118.225234
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 23 N 0.74 3,919.06 96.69 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
82 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2018-007817 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.930026
Decimal Lat(OSWCR): 33.930026 Decimal Longitude: -118.225234 Decim Long(OSWCR): -118.225234
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 23 N 0.74 3,919.06 96.69 WATER WELLS
WCR No: WCR2018-007789 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.930026
Decimal Lat(OSWCR): 33.930026 Decimal Longitude: -118.225234 Decim Long(OSWCR): -118.225234
Location(OSWCR): 2601 E Imperial ST
City(OSWCR): Lynwood
Location: 2601 E Imperial ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 24 N 0.75 3,952.36 93.42 WATER WELLS
WCR No: WCR2018-007819 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9302117 Decimal Lat(OSWCR): 33.9302117 Decimal Longitude: -118.2243199 Decim Long(OSWCR): -118.2243199
Location(OSWCR): 2601 E Imperial ST
City(OSWCR): Lynwood
Location: 2601 E Imperial ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007827 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
DRAFT
Wells and Additional Sources Detail Report
83 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007829 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007822 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial ST
City(OSWCR): Lynwood
Location: 2601 E Imperial ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007832 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
84 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007828 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial ST
City(OSWCR): Lynwood
Location: 2601 E Imperial ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007834 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007836 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
85 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2018-007835 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007837 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007820 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007839 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
DRAFT
Wells and Additional Sources Detail Report
86 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007838 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007821 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial ST
City(OSWCR): Lynwood
Location: 2601 E Imperial ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007840 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 Imperial HWY
City(OSWCR): Lynwood
Location: 2601 Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
87 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007831 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007823 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial ST
City(OSWCR): Lynwood
Location: 2601 E Imperial ST
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 25 N 0.75 3,978.29 92.41 WATER WELLS
WCR No: WCR2018-007833 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9303
Decimal Lat(OSWCR): 33.9303 Decimal Longitude: -118.2207401 Decim Long(OSWCR): -118.2207401
Location(OSWCR): 2601 E Imperial HWY
City(OSWCR): Lynwood
Location: 2601 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
88 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0179912 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1970-001803 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): WILLOW BROOK, STOCKWELL
City(OSWCR): Compton
Location: WILLOW BROOK, STOCKWELL
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2001-013081 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): TAMARIND ST, ORANGE ST
City(OSWCR): Compton
Location: TAMARIND ST, ORANGE ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1996-011206 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 200 N Alameda St
DRAFT
Wells and Additional Sources Detail Report
89 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 200 N Alameda St
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1954-002090 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): WILMINGTON BLVD, 138TH ST, GRANDEE ST
City(OSWCR): None
Location: WILMINGTON BLVD, 138TH ST, GRANDEE ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2000-012338 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2001-015374 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): NEC Mealy Street & North Mona Blvd
City(OSWCR): Compton
Location: NEC Mealy Street & North Mona Blvd
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
90 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2016-005472 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 740 W Rosecrans AVE
City(OSWCR): Compton
Location: 740 W Rosecrans AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1954-002089 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): MONA BLVD, E 135TH ST, ALAMEDA ST
City(OSWCR): None
Location: MONA BLVD, E 135TH ST, ALAMEDA ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR0197022 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
91 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0249311 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1776-008541 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): ALAMEDA ST, OAK ST
City(OSWCR): None
Location: ALAMEDA ST, OAK ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1954-002088 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2064 E Wayside Street
City(OSWCR): Compton
Location: 2064 E Wayside Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2008-011739 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 9854 Foster Road
DRAFT
Wells and Additional Sources Detail Report
92 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Bellflower
Location: 9854 Foster Road
City: Bellflower
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2008-011740 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 9601 Muroc Street
City(OSWCR): Bellflower
Location: 9601 Muroc Street
City: Bellflower
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1991-017952 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): ALAMEDA ST
City(OSWCR): Los Angeles
Location: ALAMEDA ST
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1944-000352 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): WILLOWBROOK, STOCKWELL
City(OSWCR): Compton
Location: WILLOWBROOK, STOCKWELL
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
DRAFT
Wells and Additional Sources Detail Report
93 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1999-010081 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2007-010937 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 1100 E Tamarind Avenue
City(OSWCR): Compton
Location: 1100 E Tamarind Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1970-001802 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): WILLOWBROOK, STOCKWELL
City(OSWCR): Compton
Location: WILLOWBROOK, STOCKWELL
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
94 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1996-010378 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): CENTURY FREEWAY CONSTRUCTION
City(OSWCR): Paramount
Location: CENTURY FREEWAY CONSTRUCTION
City: Paramount
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2000-009759 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1995-010871 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 774 N Broadway
City(OSWCR): Los Angeles
Location: 774 N Broadway
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1995-010872 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 774 N Broadway
DRAFT
Wells and Additional Sources Detail Report
95 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Los Angeles
Location: 774 N Broadway
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1996-010379 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): CENTURY FREEWAY CONSTRUCTION
City(OSWCR): Paramount
Location: CENTURY FREEWAY CONSTRUCTION
City: Paramount
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2016-005471 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 740 W Rosecrans AVE
City(OSWCR): Compton
Location: 740 W Rosecrans AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2001-015373 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): NEC Mealy Street & North Mona Blvd
City(OSWCR): Compton
Location: NEC Mealy Street & North Mona Blvd
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
96 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2009-010984 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2000 E Wayside Street
City(OSWCR): Compton
Location: 2000 E Wayside Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2001-015372 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): NEC Mealy Street & North Mona Blvd
City(OSWCR): Compton
Location: NEC Mealy Street & North Mona Blvd
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR0232434 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
97 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1989-016947 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): ROSECRANS AVE
City(OSWCR): Compton
Location: ROSECRANS AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1989-016946 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): ROSECRANS AVE
City(OSWCR): Compton
Location: ROSECRANS AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2001-013492 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 1916 E 126th Street
City(OSWCR): Willowbrook
Location: 1916 E 126th Street
City: Willowbrook
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1776-008542 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): COMPTON BLVD, WILMINGTON AVE, PEACH ST DRAFT
Wells and Additional Sources Detail Report
98 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): None
Location: COMPTON BLVD, WILMINGTON AVE, PEACH ST
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR0071734 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1998-011247 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 200 N Alameda St
City(OSWCR): Compton
Location: 200 N Alameda St
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1999-011148 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
99 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1989-016945 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): ROSECRANS AVE
City(OSWCR): Compton
Location: ROSECRANS AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1776-008543 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): HATCHWAY AVE, ARANBE ST
City(OSWCR): Compton
Location: HATCHWAY AVE, ARANBE ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1995-010870 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 774 N Broadway
City(OSWCR): Los Angeles
Location: 774 N Broadway
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
100 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2001-016306 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 1916 E 126th Street
City(OSWCR): Willowbrook
Location: 1916 E 126th Street
City: Willowbrook
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1776-008544 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): TAMARIND ST, ORANGE ST
City(OSWCR): Compton
Location: TAMARIND ST, ORANGE ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2000-012223 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1940-000177 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): HATCHWAY ST, ARANBE ST
DRAFT
Wells and Additional Sources Detail Report
101 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: HATCHWAY ST, ARANBE ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1989-016948 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): ROSECRANS AVE
City(OSWCR): Compton
Location: ROSECRANS AVE
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR1992-015770 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): SO WILLOWBROOK, STOCKWELL
City(OSWCR): Compton
Location: SO WILLOWBROOK, STOCKWELL
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 26 SSW 0.77 4,048.58 76.41 WATER WELLS
WCR No: WCR2000-012337 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90916
Decimal Lat(OSWCR): 33.90916 Decimal Longitude: -118.22973 Decim Long(OSWCR): -118.22973
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
102 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 29 NNE 0.78 4,131.20 90.41 WATER WELLS
WCR No: WCR2019-005397 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9301083 Decimal Lat(OSWCR): 33.9301083 Decimal Longitude: -118.2177189 Decim Long(OSWCR): -118.2177189
Location(OSWCR): 3000 E Imperial HWY
City(OSWCR): Lynwood
Location: 3000 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 29 NNE 0.78 4,131.20 90.41 WATER WELLS
WCR No: WCR2019-005409 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9301083 Decimal Lat(OSWCR): 33.9301083 Decimal Longitude: -118.2177189 Decim Long(OSWCR): -118.2177189
Location(OSWCR): 3000 E Imperial HWY
City(OSWCR): Lynwood
Location: 3000 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 29 NNE 0.78 4,131.20 90.41 WATER WELLS
WCR No: WCR2019-005400 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9301083 Decimal Lat(OSWCR): 33.9301083 Decimal Longitude: -118.2177189 Decim Long(OSWCR): -118.2177189
Location(OSWCR): 3000 E Imperial HWY
City(OSWCR): Lynwood
Location: 3000 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 29 NNE 0.78 4,131.20 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
103 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2019-005394 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.9301083 Decimal Lat(OSWCR): 33.9301083 Decimal Longitude: -118.2177189 Decim Long(OSWCR): -118.2177189
Location(OSWCR): 3000 E Imperial HWY
City(OSWCR): Lynwood
Location: 3000 E Imperial HWY
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0219643 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0226624 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2008-009186 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1400 Rosecrans Avenue
DRAFT
Wells and Additional Sources Detail Report
104 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 1400 Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0199048 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0141677 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0183793 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
105 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0185822 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2001-013080 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): ORANGE ST, LONG BEACH BLVD
City(OSWCR): None
Location: ORANGE ST, LONG BEACH BLVD
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0284450 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
106 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0073442 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0226623 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009238 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009241 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
DRAFT
Wells and Additional Sources Detail Report
107 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0208364 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0098423 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0080522 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
108 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0141673 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0249309 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2006-011831 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1101 N Long Beach
City(OSWCR): Compton
Location: 1101 N Long Beach
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
109 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2012-008870 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2003-012936 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): N Spring Ave, E Tucker St
City(OSWCR): Compton
Location: N Spring Ave, E Tucker St
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2015-002452 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2003-012937 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): N Rose Ave, E Tucker St
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Wells and Additional Sources Detail Report
110 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: N Rose Ave, E Tucker St
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2000-012362 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008865 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2015-002451 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
111 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1997-010968 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1718 BULLIS RD
City(OSWCR): Compton
Location: 1718 BULLIS RD
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008869 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-009891 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
112 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2012-008861 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1984-008188 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): TUCKER ST & LONG BEACH BLVD
City(OSWCR): Los Angeles
Location: TUCKER ST & LONG BEACH BLVD
City: Los Angeles
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2005-015467 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1800 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1800 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008867 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
DRAFT
Wells and Additional Sources Detail Report
113 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009244 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-009892 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-009889 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
114 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009243 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1989-017224 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): E OAKS
City(OSWCR): Compton
Location: E OAKS
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2006-011830 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1101 N Long Beach
City(OSWCR): Compton
Location: 1101 N Long Beach
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
115 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2012-008872 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0249310 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2015-002450 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0057139 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
DRAFT
Wells and Additional Sources Detail Report
116 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0237661 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0141676 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008862 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
117 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009240 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0307603 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-007469 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
118 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0133483 County:
County(OSWCR): Los Angeles Decimal Latitude:
Decimal Lat(OSWCR): 33.90923 Decimal Longitude:
Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location:
City:
Original Source: California Department of Water Resources - OSWCR(Well Numbers) Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0279760 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0031504 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-009890 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
DRAFT
Wells and Additional Sources Detail Report
119 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2015-002449 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0170993 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0061985 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
120 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2003-012935 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Ave
City(OSWCR): Compton
Location: 516 E Oaks Ave
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0124779 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0226625 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
121 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0279761 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1776-008540 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): ORANGE ST, LONG BEACH BLVD
City(OSWCR): None
Location: ORANGE ST, LONG BEACH BLVD
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0223811 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1999-009672 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
DRAFT
Wells and Additional Sources Detail Report
122 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0065060 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2005-015468 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1800 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1800 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1900-000134 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
123 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2005-015469 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1800 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1800 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009245 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1997-010294 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): SANTA FE AVE & OAKES ST
City(OSWCR): Compton
Location: SANTA FE AVE & OAKES ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
124 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2014-009887 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008863 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1994-012909 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 3105 E El Segundo Blvd
City(OSWCR): Lynwood
Location: 3105 E El Segundo Blvd
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1984-007109 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): TUCKER ST, LONG BEACH BL
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Wells and Additional Sources Detail Report
125 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: TUCKER ST, LONG BEACH BL
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-010086 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2008-011683 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 13935 Carfax Avenue
City(OSWCR): Bellflower
Location: 13935 Carfax Avenue
City: Bellflower
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1984-008190 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): TUCKER ST
City(OSWCR): Compton
Location: TUCKER ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
126 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1986-010239 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): TUCKER ST
City(OSWCR): Compton
Location: TUCKER ST
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-009886 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2005-015466 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1800 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1800 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
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Wells and Additional Sources Detail Report
127 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR1999-010079 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1999-010080 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-007468 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-007467 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
DRAFT
Wells and Additional Sources Detail Report
128 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2007-012628 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1119 Tucker Street
City(OSWCR): Compton
Location: 1119 Tucker Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009242 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008864 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
129 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2014-009888 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1014 E Rosecrans Avenue
City(OSWCR): Compton
Location: 1014 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008866 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR1989-017223 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): E OAKS
City(OSWCR): Compton
Location: E OAKS
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
130 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0133482 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0103547 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0312975 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0320378 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
DRAFT
Wells and Additional Sources Detail Report
131 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008868 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2007-010933 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1119 E Tucker Street
City(OSWCR): Compton
Location: 1119 E Tucker Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2007-010934 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1119 E Tucker Street
City(OSWCR): Compton
Location: 1119 E Tucker Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
132 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-009239 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 516 E Oaks Street
City(OSWCR): Compton
Location: 516 E Oaks Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR0298655 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2010-011065 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 700 E Rosecrans Avenue
City(OSWCR): Compton
Location: 700 E Rosecrans Avenue
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
133 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR0256625 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): None
City(OSWCR): None
Location: None
City: None
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2007-013062 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2012-008871 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 2000 N Alameda Street
City(OSWCR): Compton
Location: 2000 N Alameda Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 34 SE 0.89 4,685.00 75.41 WATER WELLS
WCR No: WCR2007-010935 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.90923
Decimal Lat(OSWCR): 33.90923 Decimal Longitude: -118.21239 Decim Long(OSWCR): -118.21239
Location(OSWCR): 1119 E Tucker Street
DRAFT
Wells and Additional Sources Detail Report
134 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Compton
Location: 1119 E Tucker Street
City: Compton
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003604 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003602 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005007 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
135 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004881 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004979 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004882 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
136 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2015-003964 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003945 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004899 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003959 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
137 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004997 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004897 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003956 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
138 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003592 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003609 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003597 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
139 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-005003 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003961 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004894 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004898 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
140 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004888 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005008 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004880 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
141 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003941 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004980 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003599 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
142 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-003616 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003617 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004972 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004981 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
143 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004975 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005004 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003955 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
144 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004987 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003944 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004971 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
145 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004984 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004970 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003610 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003601 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
146 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003619 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003611 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004891 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
147 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003600 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003612 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003971 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
148 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2015-003974 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003947 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004896 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003607 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
149 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003954 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003948 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003606 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
150 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004895 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004887 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003586 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
151 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004996 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005009 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003588 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003953 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
152 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004988 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003590 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005001 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
153 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003950 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004889 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003946 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
154 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004877 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003962 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004986 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003972 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
155 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003957 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004884 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003613 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
156 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003587 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003969 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003594 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
157 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2015-003966 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003598 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003593 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004879 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
158 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003615 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004994 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003595 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
159 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003968 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004876 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004968 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
160 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004991 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003614 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004990 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003605 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
161 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005000 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003603 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004885 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
162 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003958 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004886 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003589 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
163 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004875 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004974 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004878 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003943 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
164 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003585 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004883 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003951 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
165 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005006 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005002 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004969 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
166 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-004982 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004874 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003591 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005011 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
167 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003596 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003949 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004890 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
168 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004992 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-005005 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003620 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
169 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2016-003608 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003621 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003970 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004892 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
DRAFT
Wells and Additional Sources Detail Report
170 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-004993 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2015-003967 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 35 NE 0.93 4,931.34 90.41 WATER WELLS
WCR No: WCR2016-003618 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2122222 Decim Long(OSWCR): -118.2122222
Location(OSWCR): 11151 Long Beach BLVD
City(OSWCR): Lynwood
Location: 11151 Long Beach BLVD
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Wells and Additional Sources Detail Report
171 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 36 N 0.95 5,013.03 97.41 WATER WELLS
WCR No: WCR2019-008508 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.932992
Decimal Lat(OSWCR): 33.932992 Decimal Longitude: -118.225831 Decim Long(OSWCR): -118.225831
Location(OSWCR): 2552 Fernwood AVE
City(OSWCR): Lynwood
Location: 2552 Fernwood AVE
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 37 NE 0.94 4,954.72 90.41 WATER WELLS
WCR No: WCR2018-000769 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2121
Decim Long(OSWCR): -118.2121
Location(OSWCR): 11151 Long Beach
City(OSWCR): Lynwood
Location: 11151 Long Beach
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 37 NE 0.94 4,954.72 90.41 WATER WELLS
WCR No: WCR2018-000767 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.93
Decimal Lat(OSWCR): 33.93 Decimal Longitude: -118.2121
Decim Long(OSWCR): -118.2121
Location(OSWCR): 11151 Long Beach
City(OSWCR): Lynwood
Location: 11151 Long Beach
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 38 NE 0.96 5,087.89 90.41 WATER WELLS
DRAFT
Wells and Additional Sources Detail Report
172 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p WCR No: WCR2018-000763 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.930403
Decimal Lat(OSWCR): 33.930403 Decimal Longitude: -118.212 Decim Long(OSWCR): -118.212
Location(OSWCR): 11151 Long Beach
City(OSWCR): Lynwood
Location: 11151 Long Beach
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 39 NE 0.97 5,135.20 90.41 WATER WELLS
WCR No: WCR2018-000764 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.930436
Decimal Lat(OSWCR): 33.930436 Decimal Longitude: -118.2118 Decim Long(OSWCR): -118.2118
Location(OSWCR): 11151 Long Beach
City(OSWCR): Lynwood
Location: 11151 Long Beach
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 40 NE 0.98 5,162.39 89.61 WATER WELLS
WCR No: WCR2018-000773 County: Los Angeles
County(OSWCR): Los Angeles Decimal Latitude: 33.929963
Decimal Lat(OSWCR): 33.929963 Decimal Longitude: -118.211 Decim Long(OSWCR): -118.211
Location(OSWCR): 11151 Long Beach
City(OSWCR): Lynwood
Location: 11151 Long Beach
City: Lynwood
Original Source: California Department of Water Resources - OSWCR(Well Numbers), as of Apr 29, 2020; California Department of Water Resources - Well Completion Reports DRAFT
Radon Information
173 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p This section lists any relevant radon information found for the target property.
Federal EPA Radon Zone for LOS ANGELES County: 2
Zone 1: Counties with predicted average indoor radon screening levels greater than 4 pCi/L Zone 2: Counties with predicted average indoor radon screening levels from 2 to 4 pCi/L Zone 3: Counties with predicted average indoor radon screening levels less than 2 pCi/L Federal Area Radon Information for LOS ANGELES County
No Measures/Homes: 69
Geometric Mean: 0.4
Arithmetic Mean: 0.7
Median: 0.5
Standard Deviation: 1
Maximum: 5.6
% >4 pCi/L: 1
% >20 pCi/L: 0
Notes on Data Table: TABLE 1. Screening indoor
radon data from the EPA/State
Residential Radon Survey of
California conducted during
1989-90. Data represent 2-7
day charcoal canister
measurements from the lowest
level of each home tested.
DRAFT
Appendix
174 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Federal Sources
FEMA National Flood Hazard Layer FEMA FLOOD
The National Flood Hazard Layer (NFHL) data incorporates Flood Insurance Rate Map (FIRM) databases published by the Federal Emergency Management Agency (FEMA), and any Letters Of Map Revision (LOMRs) that have been issued against those databases since their publication date. The FIRM Database is the digital, geospatial version of the flood hazard information shown on the published paper FIRMs. The FIRM Database depicts flood risk information and supporting data used to develop the risk data. The FIRM Database is derived from Flood Insurance Studies (FISs), previously published FIRMs, flood hazard analyses performed in support of the FISs and FIRMs, and new mapping data, where available.
Indoor Radon Data
INDOOR RADON
Indoor radon measurements tracked by the Environmental Protection Agency(EPA) and the State Residential Radon Survey.
Public Water Systems Violations and Enforcement Data PWSV List of drinking water violations and enforcement actions from the Safe Drinking Water Information System (SDWIS) made available by the Drinking Water Protection Division of the US EPA's Office of Groundwater and Drinking Water. Enforcement sensitive actions are not included in the data released by the EPA.
Address information provided in SWDIS may correspond either with the physical location of the water system, or with a contact address.
Radon Zone Level RADON ZONE
Areas showing the level of Radon Zones (level 1, 2 or 3) by county. This data is maintained by the Environmental Protection Agency (EPA).
Safe Drinking Water Information System (SDWIS) SDWIS
The Safe Drinking Water Information System (SDWIS) contains information about public water systems as reported to US Environmental Protection Agency (EPA) by the states. Addresses may correspond with the location of the water system, or with a contact address.
Soil Survey Geographic database SSURGO
The Soil Survey Geographic database (SSURGO) contains information about soil as collected by the National Cooperative Soil Survey at the Natural Resources Conservation Service (NRCS). Soil maps outline areas called map units. The map units are linked to soil properties in a database. Each map unit may contain one to three major components and some minor components.
U.S. Fish & Wildlife Service Wetland Data US WETLAND
The U.S. Fish & Wildlife Service Wetland layer represents the approximate location and type of wetlands and deepwater habitats in the United States.
USGS Current Topo US TOPO
US Topo topographic maps are produced by the National Geospatial Program of the U.S. Geological Survey (USGS). The project was launched in late 2009, and the term "US Topo" refers specifically to quadrangle topographic maps published in 2009 and later.
USGS Geology
US GEOLOGY
Seamless maps depicting geological information provided by the United States Geological Survey (USGS).
USGS National Water Information System
FED USGS
The U.S. Geological Survey (USGS)'s National Water Information System (NWIS) is the nation's principal repository of water resources data. This database includes comprehensive information of well-construction details, time-series data for gage height, streamflow, groundwater level, and precipitation and water use data.
State Sources
Oil and Gas Wells OGW
A list of Oil and Gas well locations. This is provided by California's Department of Conservation Division of DRAFT
Appendix
175 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Oil, Gas and Geothermal Resources.
Periodic Groundwater Level Measurement Locations MONITOR WELLS Locations of groundwater level monitoring wells in the Department of Water Resources (DWR)'s Periodic Groundwater Levels dataset. The DWR Periodic Groundwater Levels dataset contains seasonal and long- term groundwater level measurements collected by the Department of Water Resources and cooperating agencies.
Well Completion Reports
WATER WELLS
List of wells from the Well Completion Reports data made available by the California Department of Water Resources' (DWR) Online System for Well Completion Reports (OSWCR). Please note that the majority of well completion reports have been spatially registered to the center of the 1x1 mile Public Land Survey System section that the well is located in.
DRAFT
Liability Notice
176 erisinfo.com| Environmental Risk Information Services Order No: 21012900515p Reliance on information in Report: The Physical Setting Report (PSR) DOES NOT replace a full Phase I Environmental Site Assessment but is solely intended to be used as a review of environmental databases and physical characteristics for the site or adjacent properties.
License for use of information in Report: No page of this report can be used without this cover page, this notice and the project property identifier. The information in Report(s) may not be modified or re-sold.
Your Liability for misuse:
Using this Service and/or its reports in a manner contrary to this Notice or your agreement will be in breach of copyright and contract and ERIS may obtain damages for such mis-use, including damages caused to third parties, and gives ERIS the right to terminate your account, rescind your license to any previous reports and to bar you from future use of the Service.
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DRAFT
APPENDIX E
Preliminary Hydrology Report and Preliminary Low Impact Development Report
PRELIMINARY HYDROLOGY REPORT
F
or:
Public Storage Compton
Project Site Location/Address:
Public Storage Compton
Compton, CA 90222
Prepared for:
Public Storage
701 Western Avenue
Glendale, CA 91201
Contact: Mark Kennedy
Tel: (800) 688-8057
Lead Agency:
City of Compton
205 S. Willowbrook Avenue
Compton, CA 90220
Prepared by:
DRC Engineering Inc.
160 South Old Springs Road #210
Anaheim Hills, CA 92808
Tel: (714) 685-6860
Contact: Chris McKee, P.E.
Prepared on: July 21, 2021
DRC Project No. 21-826
HYDROLOGY REPORT Public Storage Compton, Compton, CA
TABLE OF CONTENTS
SECTION I Introduction
SECTION II Discussion
SECTION III Hydrologic Analysis
SECTION IV Conclusions
A
TTACHMENT A Site Information
Location Map
Site Soil Type and Rainfall Intensity Map
ATTACHMENT B Hydrology Maps & Storm Drain Plans
Concept Grading Plan
Concept Utility Plan
ATTACHMENT C HydroCalc Results
Existing Site 25-Year Storm Event
Proposed Site 25-Year Storm Event
ATTACHMENT D Hydraflow Results
Existing Site 25-Year Storm Event
Proposed Site 25-Year Storm Event
Pr
oposed Detention System Hydrograph Analysis
HYDROLOGY REPORT Public Storage Compton, Compton, CA
SECTION I Introduction
The Public Storage Compton Project Site comprises approximately 1.99 acres of existing industrial development located at the southeast corner of N. Alameda Street and E. Weber Avenue in Compton, California. The Site is located approximately 0.7 miles south of CA Interstate 105. Improvements to the Site include the demolition and removal of all existing buildings, paved parking areas and paved drive aisles; and the construction of a new building, sidewalks landscaping, paved parking areas, paved drive aisles, a new underground storm drain system and installation of new underground utilities.
A total of 1.99 acres of area will be analyzed in this Hydrology report and will be referred to as “Site” throughout this report. This report has been prepared to compare the pre-construction (Existing Condition) and post-construction (Proposed Condition) hydrology conditions for peak storm water runoff rates within the 1.99-acre Site.
SECTION II Discussion
Existing Site Conditions: In the Existing Condition, the Site is relatively flat and generally surface drains from northeast to southwest, offsite and into the easterly existing curb and gutter within the public right- of-way of N. Alameda Street. Stormwater drains southerly along N. Alameda Street into a Los Angeles County Flood Control District (LACFCD) curb opening catch basin located approximately 1,000 feet south of the Project Site. The catch basin is connected to an existing LACFCD owned and maintained underground storm drain system that eventually discharges into the Compton Creek concrete-lined open channel.
Proposed Site Condition: The Proposed Project Site was designed to mitigate runoff from a 25-year frequency design storm event to satisfy the Urban Flood level of protection based on Section 4.3 of Los Angeles County Department of Public Works (LADPW) Hydrology Manual (January 2006 edition). The Project Site was designed so that the Proposed Peak Flow Rate, Q (cfs) discharging offsite does not exceed the Existing Peak Flow Rate, Q (cfs) in the 25-year storm event.
In the Proposed Condition, the Site drainage pattern will remain relatively the same. Paved areas will be graded to drain into proposed concrete gutters that convey flow into proposed grate inlet catch basins throughout the Site. Stormwater is conveyed toward a proposed proprietary biofiltration system (MWS Unit) designed to meet Low Impact Development (LID) Storm Water Quality Design Volume (SWQDv) requirements. From there, stormwater will flow into a proposed sump pump located at the west side of the Project Site. The sump pump will be designed to pump stormwater up to the surface and to flow westerly through a parkway drain offsite into the existing easterly curb & gutter on N. Alameda Street.
HYDROLOGY REPORT Public Storage Compton, Compton, CA
For stormwater flows generated during a 25-year storm event, it is anticipated that the proposed MWS Unit will become full and the full flow rate cannot pass through. The Site is designed such that stormwater will overflow from the southerly onsite grate inlet catch basins. This will create a situation in which temporary above-ground ponding will occur along the southerly proposed onsite curb & gutter. This pond acts as an above-ground detention system that is required in order to prevent the Proposed Peak Flow Rate from exceeding the Existing Peak Flow Rate in the 25-year storm event. The Site is graded so that the pond may overflow offsite from a proposed grate inlet at the west side of the Project Site into N. Alameda Street via parkway drain. Ultimately, the stormwater flows generated in the Proposed Condition drain to N.
Alameda Street, similar to the drainage pattern in the Existing Condition.
SECTION III Hydrologic Analysis
The hydrology calculations for the project are based on the LADPW Hydrology. Precipitation values and soil values have been interpolated from the LADPW’s website (http://dpw.lacounty.gov/wrd/hydrologygis/) and can be found in Appendix A of this report. Proposed site conditions are analyzed using the LA County HydroCalc software to compute pre-construction and post-construction flow rates for the 25-Year storm event. See Attachment C for output of the calculations.
The 25-Year storm event was analyzed as the design storm in accordance with LA County Hydrology Manual Urban Flood Protection requirements. The Proposed Project Site has a soil type of 006, and a 50-Year Isohyet of 6.0 inches of rainfall. The 25-year storm event on the Proposed Project Site was modeled with Autodesk Civil3D “Hydraflow” software. HydroCalc software was used to generate the 25-year, 24-hour storm event hydrograph for the overall Proposed Site.
The Project Site features onsite ponding for detention. The total ponding volume is based on the high point at the southwest corner of the Site and the outlet point at the west side of the Site. This volume is equal to 466 cubic-feet and was calculated with a volume comparison surface in Autodesk Civil3D software.
The detention pond was modeled in Hydraflow.
The Project Site features a catch basin that is designed to overflow into a parkway drain that will be 3- inches in height and 48-inches in width. The parkway drain was modeled as an outlet orifice for the detention pond in Hydraflow. The catch basin includes a sump pump that is designed to pump stormwater generated from lower flows offsite. This was modeled as a 3-inch diameter outlet orifice in Hydraflow.
After modeling the 25-year, 24-hour storm, the detention pond, and the outlet orifice, Hydraflow is able to calculate the Peak flow runoff for the Project Site. Results are shown in the following pages.
HYDROLOGY REPORT Public Storage Compton, Compton, CA
Existing (Pre-Construction) Conditions: The Existing Project Site area can be analyzed as one (1) drainage area. The longest existing flow path of the drainage area was selected and an average slope of the path calculated. The Hydrocalc results of the drainage area calculations are shown in Attachment C of this report and are summarized in Table A below.
TABLE A: Existing Condition Hydrocalc Drainage Summary
Existing Condition
Drainage Subarea
Area Pervious Area Impervious Area 25-year Storm
acres acres %
Subarea acres %
Subarea
Q
(cfs)
Vol (cu-
ft)
Project Site 1.99 0.000 0.00% 1.99 100.00% 5.167 33,966
Proposed (Post-Construction) Conditions: The Proposed Project Site area can be analyzed as one (1) drainage area. The longest existing flow path of the drainage area was selected and an average slope of the path calculated. The Hydrocalc results of the drainage area calculations are shown in Attachment C of this report and are summarized in Table B below.
TABLE B: Proposed Condition Hydrocalc Drainage Summary
Proposed Condition
Drainage Subarea
Area Pervious Area Impervious Area 25-year Storm
acres acres %
Subarea acres %
Subarea
Q
(cfs)
Vol (cu-
ft)
Project Site 1.99 0.292 14.68% 1.70 85.32% 5.566 30,005
The Proposed Project Site was designed so that the Peak Flow Rate, Q (cfs) in the Proposed Condition does not exceed Q (cfs) in the existing condition. Therefore, the Site features an underground storm drain system, a sump pump to discharge smaller flows, an overflow catch basin with parkway drain to discharge peak flows, and onsite grading that allows for temporary above-ground ponding. The features listed above were modeled in Hydraflow and the results are summarized in Table C below. Calculations are shown in Attachment C of this report.
TABLE C: Proposed Condition Hydraflow Results (with Detention) Proposed Condition with Detention
Drainage Subarea Calculated Peak
Flow Q (cfs)
Max Ponding
Depth (ft)
Storage Provided
(cu-ft)
Storage Used
(cu-ft)
Project Site 4.284 0.86 466 423
HYDROLOGY REPORT Public Storage Compton, Compton, CA
SECTION IV Conclusions
A hydrology study was completed to satisfy the Urban Flood level of protection for the Project Site. In the pre-construction (Existing) condition, the Site discharges stormwater into the existing easterly curb & gutter on N. Alameda Street. In the post-construction (Proposed) condition, the Project Site is designed so that the calculated peak flow discharge from does not exceed peak flow discharge in the Existing Condition for the 25-year, 24-hour storm event. In order to satisfy this requirement, the Project Site is designed to implement an underground storm drain system, a proposed proprietary biofiltration unit to meet LID requirements, a sump pump to discharge smaller flows, an onsite grading design that allows for temporary above-ground ponding and an overflow catch basin with parkway drain to discharge peak flows.
TABLE C: Proposed Condition Hydraflow Results (with Detention) Proposed Condition with Detention
Drainage Subarea Calculated Peak
Flow Q (cfs)
Max Ponding
Depth (ft)
Storage Provided
(cu-ft)
Storage Used
(cu-ft)
Project Site 4.284 0.86 466 423
TABLE D: Summary of Results
25-year storm
Drainage
Subarea
Existing
Condition
Q (cfs)
[Hydrocalc]
Proposed Condition
Q (cfs)
[Hydrocalc]
Proposed Condition with Detention
Q (cfs)
[Hydraflow]
Project Site 5.167 5.566 4.284
In conclusion, the Urban Flood level of protection is
met by reducing the Proposed Condition peak
discharge, Q (cfs) with the implementation of the underground storm drain system, an onsite above-ground temporary storage of 466 cubic feet and 3-inch tall by 48--inch wide parkway drain discharge outlet. The location of the proposed parkway drain discharge outlet is shown on Concept Utility Plan in Appendix B of this Hydrology Report. Los Angeles County Hydraflow calculations are shown in Appendix C; and Civil 3D Hydraflow Hydrograph calculations are shown in Appendix D of this Hydrology Report.
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT A Site Information
Location Map
Site Soil Type and Rainfall Intensity Map
HYDROLOGY REPORT Public Storage Compton, Compton, CA
LOCATION MAP
SITE LOCATION
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT B Storm Drain Plans
Conceptual Grading Plan
Conceptual Utility Plan
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT C HydroCalc Results
Existing Site – 25-Year Storm Event
P
roposed Site – 25-Year Storm Event
Peak Flow Hydrologic Analysis
File location: M:/2021/21-826 Compton/HM/21-826 PS Compton - Site 25yr.pdf Version: HydroCalc 0.3.1-beta
Input Parameters
Project Name 21-826 PS Compton
Subarea ID SITE
Area (ac) 1.99
Flow Path Length (ft) 250.0
Flow Path Slope (vft/hft) 0.003
50-yr Rainfall Depth (in) 6.0
Percent Impervious 1.0
Soil Type 2
Design Storm Frequency 25-yr
Fire Factor 0
LID False
Output Results
Modeled (25-yr) Rainfall Depth (in) 5.268
Peak Intensity (in/hr) 2.8849
Undeveloped Runoff Coefficient (Cu) 0.8786
Developed Runoff Coefficient (Cd) 0.9
Time of Concentration (min) 6.0
Clear Peak Flow Rate (cfs) 5.1669
Burned Peak Flow Rate (cfs) 5.1669
24-Hr Clear Runoff Volume (ac-ft) 0.7798
24-Hr Clear Runoff Volume (cu-ft) 33965.9721
Peak Flow Hydrologic Analysis
File location: M:/2021/21-826 Public Storage Compton/HM/Hydrocalc/21-826 PS Compton - Site Prop 25yr.pdf Version: HydroCalc 0.3.1-beta
Input Parameters
Project Name 21-826 PS Compton
Subarea ID Site
Area (ac) 1.99
Flow Path Length (ft) 140.0
Flow Path Slope (vft/hft) 0.01
50-yr Rainfall Depth (in) 6.0
Percent Impervious 0.85
Soil Type 6
Design Storm Frequency 25-yr
Fire Factor 0
LID False
Output Results
Modeled (25-yr) Rainfall Depth (in) 5.268
Peak Intensity (in/hr) 3.143
Undeveloped Runoff Coefficient (Cu) 0.8323
Developed Runoff Coefficient (Cd) 0.8898
Time of Concentration (min) 5.0
Clear Peak Flow Rate (cfs) 5.5657
Burned Peak Flow Rate (cfs) 5.5657
24-Hr Clear Runoff Volume (ac-ft) 0.6888
24-Hr Clear Runoff Volume (cu-ft) 30004.8003
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT D Hydraflow Results
Existing Site – 25-Year Storm Event
P
roposed Site – 25-Year Storm Event
Proposed Detention System Hydrograph Analysis
Hydrograph Report
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Hyd. No. 3
25-yr Proposed
Hydrograph type = Manual Peak discharge = 5.570 cfs
Storm frequency = 25 yrs Time to peak = 19.25 hrs
Time interval = 5 min Hyd. volume = 30,141 cuft
1 0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q
(cfs)
0.00 0 .00
1.00 1 .00
2.00 2 .00
3.00 3 .00
4.00 4 .00
5.00 5 .00
6.00 6 .00
Q (cfs)
Time (hrs)
25-yr Proposed
Hyd. No. 3 -- 25 Year
Hyd No. 3
Hydrograph Report
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Hyd. No. 6
25yr Prop (Ponding)
Hydrograph type = Reservoir Peak discharge = 4.284 cfs Storm frequency = 25 yrs Time to peak = 19.25 hrs
Time interval = 5 min Hyd. volume = 30,143 cuft
Inflow hyd. No. = 3 - 25-yr Proposed Max. Elevation = 100.86 ft Reservoir name = Ponding Max. Storage = 423 cuft
Storage Indication method used.
1 0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q
(cfs)
0.00 0 .00
1.00 1 .00
2.00 2 .00
3.00 3 .00
4.00 4 .00
5.00 5 .00
6.00 6 .00
Q (cfs)
Time (hrs)
25yr Prop (Ponding)
Hyd. No. 6 -- 25 Year
Hyd No. 6 Hyd No. 3
Total storage used = 423 cuft
Pond Report 2
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Pond No. 5 - Ponding
Pond Data
UG Chambers -Invert elev. = 100.00 ft, Rise x Span = 1.00 x 1.00 ft, Barrel Len = 593.00 ft, No. Barrels = 1, Slope = 0.00%, Headers = No Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 100.00 n/a 0 0
0.10 100.10 n/a 24 24
0.20 100.20 n/a 42 66
0.30 100.30 n/a 51 118
0.40 100.40 n/a 56 174
0.50 100.50 n/a 59 233
0.60 100.60 n/a 59 292
0.70 100.70 n/a 56 348
0.80 100.80 n/a 51 400
0.90 100.90 n/a 42 442
1.00 101.00 n/a 24 466
Culvert / Orifice Structures W eir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise (in) = 3.00 3.00 Inactive Inactive
Span (in) = 3.00 48.00 24.00 0.00
No. Barrels = 1 1 1 0
Invert El. (ft) = 100.00 100.00 100.00 0.00
Length (ft) = 10.00 10.00 10.00 0.00
Slope (%) = 0.20 0.50 0.50 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60
Multi-Stage = n/a No No No
Crest Len (ft) Inactive Inactive Inactive Inactive
Crest El. (ft) = 0.00 0.00 0.00 0.00
Weir Coeff. = 3.33 3.33 3.33 3.33
Weir Type = Rect --- --- ---
Multi-Stage = No No No No
Exfil.(in/hr) = 0.000 (by Wet area)
TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
S
tage (ft)
0.00 1 00.00
0.20 1 00.20
0.40 1 00.40
0.60 1 00.60
0.80 1 00.80
1.00 1 01.00
1.20 1 01.20
1.40 1 01.40
1.60 1 01.60
1.80 1 01.80
2.00 1 02.00
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
Hydrograph Report
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Hyd. No. 1
25-yr Existing
Hydrograph type = Manual Peak discharge = 5.170 cfs
Storm frequency = 25 yrs Time to peak = 19.25 hrs
Time interval = 5 min Hyd. volume = 33,921 cuft
1 0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q
(cfs)
0.00 0 .00
1.00 1 .00
2.00 2 .00
3.00 3 .00
4.00 4 .00
5.00 5 .00
6.00 6 .00
Q (cfs)
Time (hrs)
25-yr Existing
Hyd. No. 1 -- 25 Year
Hyd No. 1
PRELIMINARY LOW IMPACT DEVELOPMENT
(
PRELIMINARY LID)
For:
Public Storage Compton
Project Site Location/Address:
3010 N Alameda Street
Compton, CA 90222
Prepared for:
Public Storage
701 Western Avenue
Glendale, CA 91201
Contact: Mark Kennedy
Tel: (800) 688-8057
Lead Agency:
City of Compton
205 S. Willowbrook Avenue
Compton, CA 90220
Prepared by:
DRC Engineering Inc.
160 South Old Springs Road #210
Anaheim Hills, CA 92808
Tel: (714) 685-6860
Contact: Chris McKee, P.E.
Prepared on: July 21, 2021
DRC Project No. 21-826
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
P
roject Owner’s Certification
I certify under penalty of law that this document and all attachments were prepared under my jurisdiction o
r supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or person who manage the system or those persons directly responsible for gathered the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Owner’s Name:
Mark Kennedy
Owner’s Title: Senior Vice President
Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Email: [email protected]
Telephone No: (800) 688-8057
Signature: Date:
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
P
reparer (Engineer) Certification
En
gineer’s Name: Chris McKee, P.E.
Engineer’s Title: Project Manager
Company: DRC Engineering Inc.
Address: 160 South Old Springs Road #210, Anaheim Hills, CA 92808 Email: [email protected]
Telephone No: (714) 685-6860
I hereby certify that this Low Impact Development Plan is in compliance with, and meets the requirements set forth in, Order No. R4-2012-0175, of the Los Angeles Regional Water Quality Control Board.
Engineer’s
Signature: Date: 7/7/2021
Place Stamp Here:
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
Table of Contents
S
ection 1.0 Discretionary Permit(s) and Water Quality Conditions 1
1.1 Introduction ..................................................................................................... 1 Section 2.0 Project Description 2
2.1 Project Information ......................................................................................... 2
2.2 Location .......................................................................................................... 2
2.3 Site Plan ......................................................................................................... 2 Section 3.0 Site Description 4
3.1 Watershed ...................................................................................................... 4
3.2 Site Information .............................................................................................. 4
3.3 Drainage Pattern ............................................................................................ 4 3 .3.1 Existing Condition .........................................................................................4
3.3.2 Proposed Condition ......................................................................................4
3.4 Pollutants of Concern ..................................................................................... 5 3 .4.1 Anticipated Pollutants ...................................................................................5
3.4.2 303(d) List of Water Quality Limited Segments .............................................5
3.5 Hydrologic Conditions of Concern .................................................................. 6 Section 4.0 Best Management Practices (BMPs) 7
4.1 Source Control BMPs ..................................................................................... 7
4.2 Site Design BMPs ........................................................................................... 9
4.3 Stormwater Quality Control BMPs ................................................................ 10 Section 5.0 Inspection/Maintenance Responsibility for BMPs 1 2
5.1 Responsible Parties ...................................................................................... 12
5.2 Reporting ...................................................................................................... 12 Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
5.2.1 I nspection Records ..................................................................................... 12
5.2.2 Maintenance Requirements ........................................................................ 12
5.2.3 Revisions to the LID .................................................................................... 14 Section 6.0 Funding 1 5
6.1 Funding ......................................................................................................... 15 Appendix A Location Map, Concept Grading Plan, and Concept Utility Plan A-1 Appendix B Master Covenant and Agreement B -1
Appendix C Educational Materials C -1
After the Storm – A Citizen’s Guide to Understanding Stormwater ...................... C-2 Protecting Water Quality from Urban Runoff ....................................................... C-3 Preventing Pollution through Efficient Use .......................................................... C-4 Gardening Tips .................................................................................................... C-5 Pesticide Tips ...................................................................................................... C-6 Recycling Tips ..................................................................................................... C-7 County of Los Angeles LID Fact Sheets .............................................................. C-8 Appendix D LID Calculations D -1
Appendix E Design Drawings E -1
Appendix F Operation and Maintenance (O&M) Plan F- 1
OPERATION AND MAINTENANCE PLAN 6 -i
2.1 Responsible Party ...................................................................................... - 4 -
2.2 BMP Specific Information ........................................................................... - 4 -
2.3 Regular Inspection ...................................................................................... - 4 -
2.4 Cleaning ..................................................................................................... - 5 -
2.5 Maintenance Log ........................................................................................ - 5 -
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx Page 1 2021-07-21
Section 1.0 D iscretionary Permit(s) and Water
Quality Conditions
1.1 I ntroduction
In accordance with the General Permit issued under the National Pollutant Discharge E
limination System (NPDES) and the municipal storm water NPDES Permit No. CAS004001 issued to Los Angeles County and 84 cities (Permittees) by the Los Angeles Regional Water Quality Control Board on December 13, 2001 under Order No. 01-182, this Low Impact Development has been developed to meet the objectives listed below. All pollutants and their sources, including sources of sediment associated with construction, construction site erosion and all other activities associated with construction activity are controlled. Identify pollutant sources that could affect the quality of storm water discharges. Identify non-storm water discharges.
Identify, construct, and implement Best Management Practices (BMPs) to reduce p
ollutants in storm water discharges from the site after construction. Develop a maintenance schedule for BMPs designed to reduce or eliminate p
ollutants after construction is completed (post-construction BMPs).
On November 8, 2012, the Regional Water Board adopted Order No. R4-2012-0175 (2012 MS4 Permit), which replaced the 2001 MS4 Permit. The most significant difference between the two MS4 permits is that the 2012 MS4 Permit requires new development and redevelopment projects in general, to retain, on-site, a specified volume of stormwater runoff (the Stormwater Quality Design Volume [SWQDv]) from a design storm event.
Preparation of this Low Impact Development (LID) is required by the City of Compton and shall comply with the City of Compton Storm Water Program supplementing the Low Impact Development (LID) and the Report of Waste Discharge (ROWD) adopted by the County of City of Compton. The City of Compton County Storm Water Program, LID, and ROWD are part of a countywide storm water pollution control effort adopted to comply with the National Pollution Discharge Elimination System (NPDES) General Permit adopted by the California State Water Resources Control Board.
The objective of this LID is to identify pollutant sources associated with business operations that may affect the quality of discharges of storm water from the site and to specify storm water pollution prevention measures to reduce potential pollutant discharges. These prevention measures are referred to as Best Management Practices or BMPs. Non- structural BMPs include such practices as spill prevention, outdoor loading/unloading, waste handling and disposal, and drainage system maintenance. Structural BMPs may include underground infiltration basins, vortex separators, proprietary control measures, and similar mechanisms as deemed appropriate.
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx Page 2 2021-07-21
Section 2.0 P roject Description
2.1 P roject Information
Owner: P ublic Storage
Site Address: 3010 N Alameda Street
Compton, CA 90222
Project Area: 1.99 acres (Total Disturbed Area = 1.99 acres) Proposed Use: Industrial
SIC Codes: 4225
MS4 Project Type: Industrial
2.2 L
ocation
The proposed project is the Public Storage Compton located in Compton, CA, at 3010 N A
lameda Street, as shown on the location map in Appendix A. The Project Site is located at the southeast corner of N. Alameda Street and E. Weber Avenue. On the east and south sides of the Site are developed industrial lots. The latitude and longitude of the Site are 33°55'10.14"N and 118°13'22.68"W.
2.3 S ite Plan
The Proposed Project will disturb 100% of the Site and the proposed construction will i
nclude the removal of all existing buildings and pavement, and the construction of one (1) three-story self-storage facility with parking areas, drive aisles, landscape planters, an underground storm drain system and proposed Modular Wetland System Unit to meet LID stormwater treatment requirements.
Plants with similar and low irrigation requirements and/or California native plant species will be chosen for efficient irrigation purposes.
The Concept Grading Plan and Concept Utility Plan illustrating the Project Site can be found in Appendix A of this document.
A trash enclosure is proposed on the southeast corner of the Project Site. Per Los Angeles County LID Manual dated February 2014, a screen or wall around trash storage area should be installed to prevent off-site transport of loose trash and waterproof lids on bins/dumpsters should be used or a roof to cover storage area enclosure should be provided to prevent precipitation from entering containers. The trash enclosure will be graded to direct storm water away from the bins.
Typical wastes generated from a self-storage warehouse facility include paper, food waste, containers and packing material. The ordinary wastes will be picked up by local waste management company on a weekly basis.
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Routinely conducted outdoor activities include the ground and landscape maintenance, l
oading and unloading of materials.
Materials or products will be loaded and unloaded only at the designated loading areas and will not be stored outdoors.
The storm water generated from the new parking areas, drive aisles and from the rooftop of the proposed building will drain into the proposed storm drain inlets that are connected to the proposed Underground Detention System.
The stencil approved by County of Los Angeles will be
installed at the proposed inlets. An
example of the approved stencil is included with the County of Los Angeles LID Fact Sheets for S-1 in Appendix C.
Refer to Section 5.0 of this LID for entities that will be responsible for implementing each BMP.
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Section 3.0 S ite Description
3.1 W atershed
Los Angeles River Watershed
R
WQCB: Los Angeles Regional Water Quality Control Board
320 W. 4th Street, Suite 200, Los Angeles, CA 90013
3.2 S ite Information
Site Address: 3 010 N Alameda Street
Compton, CA 90222
Existing Land Use: Industrial
Proposed Land Use: Industrial
Soil Types: 006
Hydrologic Concerns: No
Receiving Waters: Compton Creek, Los Angeles River Reach 1 (Estuary to Carson Street), Los Angeles River Estuary (Queensway Bay), San Pedro Bay Near/Off Shore Zones,
3.3 D rainage Pattern
The Project Site is located within the Los Angeles River Watershed.
3.3.1 Existing Condition
The Project Site is currently fully developed with multiple buildings, drive aisles and parking a
reas. The Site relatively flat and generally surface drains from northeast to southwest, offsite and into the easterly existing curb and gutter within the public right-of-way of N Alameda Street. Stormwater drains southerly along N Alameda Street into a Los Angeles County Flood Control District (LACFCD) curb opening catch basin located approximately 1,000 feet south of the Project Site. The catch basin is connected to an existing LACFCD 36-inch to 66-inch reinforced concrete pipe (RCP) storm drain system. The LACFCD RCP storm drain is connected to a series of reinforced concrete box (RCB) storm drains that discharges into the Compton Creek concrete-lined open channel.
3.3.2 Proposed Condition
In the developed condition, a new storm drain system will be constructed. Proposed grate i
nlet catch basins located in the paved areas within proposed concrete gutters will collect storm water. Stormwater will flow into a proposed underground storm drain system. The storm drain system will convey flows toward the proposed Modular Wetland System Unit Low Impact Development 3010 N Alameda Street
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(MWS Unit) to meet Storm Water Quality Design Volume (SWQDv). From there, stormwater w
ill flow into a proposed sump pump located at the west side of the Project Site. The sump pump will be designed to pump stormwater up to the surface and to flow westerly through a parkway drain offsite into the existing easterly curb & gutter on N Alameda Street.
For a higher flow condition generated from the 25-year storm event, it is anticipated that the proposed MWS Unit will become full and cannot mitigate the full flow rate. In this condition, the storm drain system and Project Site is designed so that the storm drain system will overflow from the southwesterly onsite grate inlet catch basin and drain westerly offsite into N. Alameda Street, maintaining the existing condition’s drainage pattern.
Refer to the Concept Grading Plan and Concept Utility Plan in Appendix A for drainage patterns and calculations in Appendix D for more details.
3.4 P
ollutants of Concern
3.4.1 Anticipated Pollutants
Anticipated pollutants associated with this development include suspended solid/sediments, n
utrients, metals, pathogens, pesticides, oil and grease, organic compounds, trash and debris, oil and grease.
3.4.2 303(d) List of Water Quality Limited Segments
303(d) List & TMDL
Compton Creek
Benthic-Macroinvertebrate Bioassessments (TMDL completion 2021) Coliform Bacteria (TMDL completion 2009)
Copper (TMDL approval 2005)
Lead (TMDL approval 2005)
pH (TMDL approval 2004)
Trash (TMDL approval 2008)
Los Angeles River Reach 1 (Estuary to Carson Street)
Ammonia (TMDL approval 2004)
Cadmium (TMDL approval 2005)
Coliform Bacteria (TMDL completion 2009)
Copper, Dissolved (TMDL approval 2005)
Cyanide (TMDL completion 2019)
Diazinon (TMDL completion 2019)
Lead (TMDL approval 2005)
Nutrients (Algae) (TMDL approval 2004)
pH (TMDL approval 2003)
Trash (TMDL approval 2008)
Zinc, Dissolved (TMDL approval 2005)
Los Angeles River Estuary (Queensway Bay)
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Chlordane (sediment) (TMDL completion 2019)
D
DT (sediment) TMDL completion 2019)
PCBs (TMDL completion 2019)
Sediment Toxicity (TMDL completion 2019)
Trash (TMDL approval 2008)
San Pedro Bay Near/Off Shore Zones
Chlordane (sediment) (TMDL completion 2019)
DDT (tissue & sediment) TMDL completion 2019)
PCBs (TMDL completion 2019)
Sediment Toxicity (TMDL completion 2009)
3.5 H
ydrologic Conditions of Concern
The project is a redevelopment project that will result in replacing more than 5.000 square f
eet of impervious surface on a site that was previously developed with more than 10,000 square feet area. As described in Section 2 of the County of Los Angeles Department of Public Works Low Impact Development Manual adopted in February 2014, the project is a designated project.
The project is a “redevelopment of a previously developed site in an urbanized area” and the new layout will increase the landscape areas from the existing less than 1% to approximately 15% of the site. The project meets one of the LID manual Section 8.2 Exemptions to Hydromodification Requirements:
“Redevelopment of a previously developed site in an urbanized area that does not increase the effective impervious area or decrease the infiltration capacity of pervious areas compared to the pre-project conditions.”
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Section 4.0 B est Management Practices (BMPs)
4.1 S ource Control BMPs
The following tables show source control BMPs included in this project and those that were n
ot included.
Source Control BMPs
B
MP Name
Included
If not applicable, state brief
reason Yes No
S-1 Storm Drain Message and
Signage
S-2 Outdoor Material Storage
Area N ot proposed
S-3 Outdoor Trash Storage /
Waste Handling Area
S-4 Outdoor Loading / Unloading
Dock Area N ot proposed
S-5 Outdoor Vehicle / Equipment
Repair / Maintenance Area N ot proposed
S-6 Outdoor Vehicle / Equipment
Accessory Wash Area N ot proposed
S-7 Fuel & Maintenance Area N ot proposed
S-8 Landscape Irrigation Practices
S-9 Building Materials Selection
S-10 Animal Care and Handling
Facilities N ot proposed
S-11 Outdoor Horticulture Areas N ot proposed
S-1 Storm Drain Messaged and Signage
P
hrase “No Dumping – Flows to Ocean” or equally effective phrase, as approved by the NPDES General Committee, is to be stenciled on catch basins to alert the public as to the destination of pollutants discharged into storm drains. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SD-13 fact sheets for more details. An example of the stenciling accepted by County of Los Angeles is included in Appendix C of this document.
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S-3 Outdoor Trash Storage / Waste Handling Area
T
rash container areas shall be screened or walled to prevent the transportation of trash offsite. The property owner is responsible for the maintenance of the trash container areas. Recycle materials whenever possible. Cover waste containers with leak proof lids or some other means. The waste containers must be covered except when in use.
Check containers weekly for leaks and to ensure that lids are on tightly. Sweep and clean the storage area regularly and do not hose down the area to a storm drain.
Ensure that only appropriate solid wastes are added to the solid waste container.
Certain wastes such as hazardous wastes, appliances, fluorescent lamps, pesticides, etc. may not be disposed of in solid waste containers. Hazardous waste must be disposed of by a licensed hazardous waste hauler. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SC-34 and SD-32 fact sheets for more details. S-8 Landscape Irrigation Practices
T
he irrigation system for the proposed landscape areas will be designed to minimize runoff of excess irrigation water by providing reducers or shutoff valves, using timing and application methods, using mulches in planter areas, selecting and grouping appropriate plant materials. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SD-12 fact sheets for more details.
S-9 Building Materials Selection
P
romote the use of less harmful products and products that contain little or no TMDL pollutants. Refer to California Stormwater BMP Handbook, BMP SC-35 fact sheets, for details. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SC-35 and SD-21 fact sheets for more details.
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4.2 S ite Design BMPs
The following table shows site design BMPs that are included, if any, in this project. A d
escription of each BMP to be included follows:
Site Design BMPs
T
echnique
Included? Reason for Not Being
Implemented
Yes No
Site Planning X
Protect and Restore Natural
Areas X The site is previously developed; no
natural area to be protected
Minimize Land Disturbance X The entire site has been previously developed
Minimize Impervious Area X
Site Planning
P
roject applicants must implement a holistic approach to site design in order to develop a more hydraulically-functional site, help to maximize the effectiveness of on-site retention, and integrate stormwater management throughout the project site. Early project site planning can identify physical site constraints, reduce costs of downstream stormwater quality control measures, and prevent potential project site re-design. Distribute, if feasible, stormwater quality control measures throughout the project site. Minimize Impervious Area
L
andscaped areas are proposed to increase the pervious areas.
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4.3 S tormwater Quality Control BMPs
The following table shows stormwater quality control BMPs that are included in this project.
BMP N ame Included? If not applicable, state brief reason Yes No RET-1 Bioretention X Landscape areas are too narrow to provide retention
RET-2 Infiltration Basin X On-site infiltration tests showed next to zero infiltration rates
RET-3 Infiltration Trench X On-site infiltration tests showed next to zero infiltration rates
RET-4 Dry Well X On-site infiltration tests showed next to zero infiltration rates
RET-5 Permeable pavement
without an Underdrain
X
The project is to construct loading docks and
parking areas for semi-trailer trucks. The heavy
loading of the trucks will likely damage
permeable pavement and demolish the
functionality of the pavement
RET-6 Rain Barrel / Cistern X
To use rain barrel/cistern, a pump will need to be
installed. The pump will require additional pipe
lines and maintenance.
BIO-1 Biofiltration x On-site infiltration tests showed next to zero infiltration rates
VEG-1 Green Roof X No building is proposed
VEG-2 Stormwater Planter X
Planters are proposed. However, due to the
grading, the majority of the storm water will drain
away from the planters that can be considered as
stormwater planter
VEG-3 Tree-well Filter X
Planters are proposed. However, due to the
grading, the majority of the storm water will drain
away from the planters that are large enough to
be tree-well filters
VEG-4 Vegetated Swales X Landscape areas are too narrow to construct swales
VEG-5 Vegetated Filter Strip X Landscape areas are too narrow to construct filter strips
T-1 Sand Filter X Proprietary biofiltration will be used T-2 Constructed Wetland X Landscape areas are too narrow to function as wetlands
T-3 Extended Detention
Basin X Landscape areas are too narrow to function as
basins
T-4 Wet Pond X Landscape areas are too narrow to function as ponds
T-5 Permeable Pavement
with an Underdrain X
The project is to construct loading docks and
parking areas for semi-trailer trucks. The heavy
loading of the trucks will likely damage
permeable pavement and demolish the
functionality of the pavement
T-6 Proprietary Treatment
Control Measures X
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T-6 Proprietary Treatment Control Measures
P
roprietary devices are commercial products that typically aim at providing stormwater treatment in space-limited applications, often using patented innovative technologies.
The most common encountered classes of proprietary stormwater quality control measures include hydrodynamic separation, catch basin insert technologies, cartridge filter-type controls, and proprietary biotreatment devices.
Modular Wetland System (MWS) is a proprietary biotreatment with cartridges for pre- filtering. BioClean, the manufacturer of MWS units, lists MWS unit performance as follows:
- 66% removal of dissolved zinc
- 69% removal of total zinc
- 38% of dissolved copper
- 85% removal of TSS
- 100% removal of trash
- 45% removal of nitrogen
- 50% removal of total copper
- 95% removal of motor oil
- 67% removal of ortho phosphorus
- 64% removal of total phosphorus
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Section 5.0 I nspection/Maintenance
Responsibility for BMPs
5.1 R esponsible Parties
The following entity is responsible for the implementation of this LID for the onsite areas, i
ncluding the long-term inspection and maintenance of all structural source control BMPs and all treatment control BMPs:
Entity: Public Storage
Address: 701 Western Avenue, Glendale, CA, 91201
Telephone: (800) 688-8057
The owner may employ property managers to assist in implementing, monitoring and reporting the BMPs outlined in this LID for operating facilities to ensure compliance with the provisions of LID including storm water control permitting requirements for new developments. See Appendix B for the Master Covenant and Agreement.
5.2 R
eporting
5.2.1 Inspection Records
The owner of the property shall be responsible for completing and maintaining inspection r
eports that include the date of the inspection, the name of the person who performed the inspection, the observations made, and any actions taken. Records shall be maintained for five years. The records shall be available for inspection upon request of the city engineer, Regional Water Control Board, or the designated city representative.
See the BMP Maintenance Responsibility/Frequency Matrix in this section for details on the party responsible for each BMP and the frequency of action with respect to that BMP.
5.2.2 Maintenance Requirements
Maintenance and cleaning of the proprietary treatment control BMPs shall be in accordance w
ith the manufacturer’s recommendations. At a minimum, the proprietary treatment control BMPs shall be inspected and maintained once prior to the rainy season, once during the rainy season, and once after the rainy season (generally accepted as October 1st through A
pril 30th). All BMPs shall be inspected and maintained according to the Maintenance R
esponsibility/Frequency Matrix below.
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
S-1 Storm Drain
Message and
Signage
Inspect for legibility a minimum of
once per year.
Responsible Party:
Public Storage
Re-label/re-stencil as needed to
clearly depict signage.
Refer to LA County LID Manual
S-1 and CASQA BMP SD-13 for
additional information.
S-3 Outdoor Trash
Storage / Waste
Handling Area
Inspect the trash compactor area
and trash storage areas on a daily
basis for trash/debris, spills, broken
containers, etc. and that the lids
are closed.
Inspect the trash dumpster areas
monthly for leaks and other
structural damage and repair as
necessary.
Inspect the trash enclosures used
for food waste daily for leaks and
signs of vectors.
Responsible Party:
Public Storage
Pick up any trash off the ground
and place in appropriate
containers.
Trash dumpster pickup shall be
once per week, at minimum.
Refer to LA County LID Manual
S-3 and CASQA BMP SC-34 and
SD-32 for additional information.
S-8 Landscape Irrigation
Practices
Inspect irrigation equipment on a
monthly basis for proper operation.
Check water sensors, irrigation
heads, and timing.
Responsible Party:
Public Storage
Adjust irrigation heads and timers
as necessary
Repair or replace damaged
irrigation equipment and make
other repairs or adjustments as
necessary.
Landscape maintenance will be
conducted on a weekly basis.
Refer to LA County LID Manual
S-8 and CASQA BMP SD-12 for
additional information.
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
T-6 Proprietary Devices
– Modular Wetland
System (MWS)
Inspect annually or per
manufacturer’s requirements
whichever is more stringent.
Responsible Party:
Public Storage
Maintenance will occur as per
manufacturer’s instructions
included in Section E of this
document.
Remove trash/debris as
necessary.
Replace cartridge and drain down
filter media.
Trim vegetation.
Unit maintenance as required by
manufacturer.
5.2.3 Revisions to the LID
Revisions to the LID in the event of a substantial change to the project due to construction m
odifications or uses at the site will be the responsibility of Public Storage. Modifications to the LID may be necessary if project changes result in a potential increase in pollutant discharge to storm water or if inspection and monitoring indicates that existing BMPs are ineffective. Public Storage shall secure the services of the firm that prepared the original LID or other qualified persons to make any appropriate changes, additions or deletions. Any revisions shall require approval by the local government that has jurisdiction over the subject property.
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Section 6.0 F unding
6.1 F unding
The property owner will be responsible for the funding of post construction BMPs and p
roposed annual operating budget:
Public Storage
701 Western Avenue
Glendale, CA 91201
Mark Kennedy, Senior Vice President
(800) 688-8057
Annual budget for BMP maintenance is to be determined. A copy of annual budget for Public Storage Compton will be included in this section once available.
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Appendix A L ocation Map, Concept
Grading Plan, and Concept
Utility Plan
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Figure 1A: Location Map
SITE LOCATION
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
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Appendix B M aster Covenant and
Agreement
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(
Documents to be inserted in final report.)
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Appendix C E ducational Materials
T
he following is a list of the educational materials that pertain to this project and are included in this appendix:
After the Storm – A Citizen’s Guide to Understanding Stormwater Protecting Water Quality from Urban Runoff
Preventing Pollution through Efficient Water Use
Gardening Tips
Pesticide Tips
Recycling Tips
County of Los Angeles LID Fact Sheets
S-1 – Storm Drain Message and Signage
S-3 – Outdoor Trash Storage / Waste Handling Area
S-8 – Landscape Irrigation Practices
S-9 – Building Materials Selection
T-6 – Proprietary Devices
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A
FTER THE STORM – A CITIZEN’S GUIDE TO UNDERSTANDING STORMWATER
What is stormwater runoff?
Why is stormwater runoff
a problem?
The effects of pollution
Stormwater runoff occurs when precipitation
from rain or snowmelt flows over the ground.
Impervious surfaces like driveways, sidewalks,
and streets prevent stormwater from
naturally soaking into the ground.
Stormwater can pick up debris, chemicals, dirt, and other pollutants and flow into a storm sewer system or directly to a lake, stream, river, wetland, or coastal water. Anything that enters a storm sewer system is discharged untreated into the waterbodies we use for swimming, fishing, and providing drinking water.
Polluted stormwater runoff can have
many adverse effects on plants, fish,
animals, and people.
Sediment can cloud the water
and make it difficult or
impossible for aquatic plants to
grow . Sediment also can
.
�
destroy aquatic habitats
Excess nutrients can cause
algae blooms. When algae die,
they sink to the bottom and decompose
in a process that removes oxygen from
the water. Fish and other aquatic
organisms can’t exist in water with low
dissolved oxygen levels.
Bacteria and other pathogens can wash
into swimming areas and create health
hazards, often making beach closures
necessary .
Debris—plastic bags, six-pack rings, bottles, and
cigarette butts—washed into waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds.
Household hazardous wastes like insecticides, pesticides, paint, solvents, used motor oil, and other auto fluids can poison aquatic life.
Land animals and people can become sick or die from eating diseased fish and shellfish or ingesting polluted water.
Polluted stormwater often
affects drinking water
sources. This, in turn, can
affect human health and
increase drinking water
treatment costs.
�
�
�
�
�
EPA 833-B-03-002
January 2003
For more information contact:
or visit
www.epa.gov/npdes/stormwater
www.epa.gov/nps
WHEN IT RAINS
IT DRAINS
Internet Address (URL) HTTP://www.epa.gov
Recycled/Recyclable Printed WithVegetable
Oil Based Inks on 100% Postconsumer,
Process Chlorine Free Recycled Paper
●
●
After the Storm
A Citizen’s Guide to
Understanding Stormwater
WHEN IT RAINS
IT DRAINS
After the Storm
EPA 833-B-03-002
January 2003
For more information contact:
or visit
www.epa.gov/npdes/stormwater
www.epa.gov/nps
A Citizen’s Guide to
Understanding Stormwater
WHEN IT RAINS
IT DRAINS
WHEN IT RAINS
IT DRAINS
Internet Address (URL) HTTP://www.epa.gov
Recycled/Recyclable Printed WithVegetable
Oil Based Inks on 100% Postconsumer,
Process Chlorine Free Recycled Paper
●
●
What is stormwater runoff?
Stormwater runoff occurs when precipitation
from rain or snowmelt flows over the ground.
Impervious surfaces like driveways, sidewalks,
and streets prevent stormwater from
naturally soaking into the ground.
Why is stormwater runoff
a problem?
Stormwater can pick up debris, chemicals, dirt, and other pollutants and flow into a storm sewer system or directly to a lake, stream, river, wetland, or coastal water. Anything that enters a storm sewer system is discharged untreated into the waterbodies we use for swimming, fishing, and providing drinking water.
The effects of pollution
Polluted stormwater runoff can have
many adverse effects on plants, fish,
animals, and people.
� Sediment can cloud the water
and make it difficult or
impossible for aquatic plants to
grow . Sediment also can
destroy aquatic habitats .
e
� Excess nutrients can cause
algae blooms. When algae die,
they sink to the bottom and decompos
in a process that removes oxygen from
the water. Fish and other aquatic
organisms can’t exist in water with low
dissolved oxygen levels.
� Bacteria and other pathogens can wash
into swimming areas and create health
hazards, often making beach closures
necessary .
� Debris—plastic bags, six-pack rings, bottles, and
cigarette butts—washed into waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds. � Household hazardous wastes like insecticides, pesticides, paint, solvents, used motor oil, and other auto fluids can poison aquatic life.
Land animals and people can become sick or die from eating diseased fish and shellfish or ingesting polluted water.
� Polluted stormwater often
affects drinking water
sources. This, in turn, can
affect human health and
increase drinking water
treatment costs.
Dirt, oil, and debris that collect in
parking lots and paved areas can be
washed into the storm sewer system
and eventually enter local
waterbodies.
� Sweep up litter and debris from
sidewalks, driveways and parking lots,
especially around storm drains.
� Cover grease storage and dumpsters
and keep them clean to avoid leaks.
� Report any chemical spill to the local
hazardous waste cleanup team.
They’ll know the best way to keep
spills from harming the environment.
Erosion controls that aren’t maintained can cause
excessive amounts of sediment and debris to be
carried into the stormwater system. Construction
vehicles can leak fuel, oil, and other harmful fluids
that can be picked up by stormwater and
deposited into local waterbodies.
� Divert stormwater away from disturbed or
exposed areas of the construction site.
� Install silt fences, vehicle mud removal areas,
vegetative cover, and other sediment and
erosion controls and properly maintain them,
especially after rainstorms.
� Prevent soil erosion by minimizing disturbed
areas during construction projects, and seed
and mulch bare areas as soon as possible.
Uncovered fueling stations allow spills to be
washed into storm drains. Cars waiting to be
repaired can leak fuel, oil, and other harmful
fluids that can be picked up by stormwater.
�
�
�
�
Clean up spills immediately and properly
dispose of cleanup materials.
Provide cover over fueling stations and
design or retrofit facilities for spill
containment.
Properly maintain fleet vehicles to prevent
oil, gas, and other discharges from being
washed into local waterbodies.
Install and maintain oil/water separators.
Lack of vegetation on streambanks can lead to erosion. Overgrazed pastures can also contribute excessive amounts of sediment to local waterbodies. Excess fertilizers and pesticides can poison aquatic animals and lead to destructive algae blooms. Livestock in streams can contaminate waterways with bacteria, making them unsafe for human contact. �
�
�
�
�
Keep livestock away from streambanks and provide
them a water source away from waterbodies.
Store and apply manure away from waterbodies and in
accordance with a nutrient management plan.
Vegetate riparian areas along waterways.
Rotate animal grazing to prevent soil erosion in fields.
Apply fertilizers and pesticides according to label
instructions to save money and minimize pollution.
Improperly managed logging operations can result in erosion and sedimentation.
�
�
�
�
�
Conduct preharvest planning to prevent erosion and lower costs.
Use logging methods and equipment that minimize soil disturbance.
Plan and design skid trails, yard areas, and truck access roads to minimize stream crossings and avoid disturbing the forest floor.
Construct stream crossings so that they minimize erosion and physical changes to streams.
Expedite revegetation of cleared areas.
Commercial
Construction
Agriculture
Automotive
Facilities
Forestry
Stormwater Pollution Solutions
Auto care
Washing your car and
degreasing auto parts at home
can send detergents and other
contaminants through the
storm sewer system. Dumping
Recycle or properly dispose of household products that automotive fluids into storm drains has the same result as
contain chemicals, such as insecticides, pesticides, paint, dumping the materials directly solvents, and used motor oil and other auto fluids.
into a waterbody .
Don’t pour them onto the ground or into storm drains.
� Use a commercial car wash that treats or
recycles its wastewater, or wash your car on
your yard so the water infiltrates into the
ground.
Lawn care � Repair leaks and dispose of used auto fluids and batteries at designated drop-off or Excess fertilizers recycling locations. and pesticides applied to lawns
and gardens wash
off and pollute
Septic Pet waste
streams. In systems addition, yard Pet waste can be
clippings and a major source of Leaking and leaves can wash bacteria and poorly into storm drains and contribute excess nutrients maintained nutrients and organic matter to streams. in local waters. septic systems release nutrients and �� Don’t overwater your lawn. Consider When walking pathogens (bacteria and using a soaker hose instead of a your pet, viruses) that can be picked up sprinkler. remember to pick up the by stormwater and discharged waste and dispose of it � Use pesticides and fertilizers into nearby waterbodies. properly . Flushing pet sparingly . When use is necessary , use Pathogens can cause public waste is the best disposal these chemicals in the recommended health problems and method. Leaving pet waste amounts. Use organic mulch or safer environmental concerns. on the ground increases pest control methods whenever � Inspect your system every public health risks by possible. 3 years and pump your allowing harmful bacteria � tank as necessary (every 3 and nutrients to wash into Compost or mulch yard waste. Don’t the storm drain and leave it in the street or sweep it into to 5 years). eventually into local storm drains or streams. � Don't dispose of waterbodies. � Cover piles of dirt or mulch being household hazardous used in landscaping projects. waste in sinks or toilets.
Education is essential to changing people's behavior.
Signs and markers near storm drains warn residents
that pollutants entering the drains will be carried
untreated into a local waterbody.
Residential landscaping
Permeable Pavement —Traditional concrete and
asphalt don’t allow water to soak into the ground.
Instead these surfaces rely on storm drains to
divert unwanted water. Permeable pavement
systems allow rain and snowmelt to soak through,
decreasing stormwater runoff.
Rain Barrels —You can
collect rainwater from
rooftops in mosquito-
proof containers. The
water can be used later on
lawn or garden areas.
Rain Gardens and
Grassy Swales —Specially
designed areas planted
with native plants can provide natural places for
rainwater to collect
and soak into the
ground. Rain from
rooftop areas or paved
areas can be diverted
into these areas rather
than into storm drains.
Vegetated Filter Strips —Filter strips are areas of
native grass or plants created along roadways or
streams. They trap the pollutants stormwater
picks up as it flows across driveways and streets.
Auto care
Washing your car and
degreasing auto parts at home
can send detergents and other
contaminants through the
storm sewer system. Dumping
automotive fluids into storm
drains has the same result as
dumping the materials directly
into a waterbody .
Pet waste
Pet waste can be
a major source of
bacteria and
excess nutrients
in local waters.
�
When walking
your pet,
remember to pick up the
waste and dispose of it
properly . Flushing pet
waste is the best disposal
method. Leaving pet waste
on the ground increases
public health risks by
allowing harmful bacteria
and nutrients to wash into
the storm drain and
eventually into local
waterbodies.
Septic
systems
Leaking and
poorly
maintained
septic
systems release nutrients and
pathogens (bacteria and
viruses) that can be picked up
by stormwater and discharged
into nearby waterbodies.
Pathogens can cause public
health problems and
environmental concerns.
Lawn care
Excess fertilizers
and pesticides
applied to lawns
and gardens wash
off and pollute
streams. In
addition, yard
clippings and
leaves can wash
into storm drains and contribute
nutrients and organic matter to streams.
Education is essential to changing people's behavior.
Signs and markers near storm drains warn residents
that pollutants entering the drains will be carried
untreated into a local waterbody.
Recycle or properly dispose of household products that
contain chemicals, such as insecticides, pesticides, paint, solvents, and used motor oil and other auto fluids.
Don’t pour them onto the ground or into storm drains.
�
�
Use a commercial car wash that treats or
recycles its wastewater, or wash your car on
your yard so the water infiltrates into the
ground.
Repair leaks and dispose of used auto fluids
and batteries at designated drop-off or
recycling locations.
�
�
�
�
Don’t overwater your lawn. Consider
using a soaker hose instead of a
sprinkler.
Use pesticides and fertilizers
sparingly . When use is necessary , use
these chemicals in the recommended
amounts. Use organic mulch or safer
pest control methods whenever
possible.
Compost or mulch yard waste. Don’t
leave it in the street or sweep it into
storm drains or streams.
Cover piles of dirt or mulch being
used in landscaping projects.
�
�
Inspect your system every
3 years and pump your
tank as necessary (every 3
to 5 years).
Don't dispose of
household hazardous
waste in sinks or toilets.
Permeable Pavement
Rain Barrels
Rain Gardens and
Grassy Swales
Vegetated Filter Strips
—Traditional concrete and
asphalt don’t allow water to soak into the ground.
Instead these surfaces rely on storm drains to
divert unwanted water. Permeable pavement
systems allow rain and snowmelt to soak through,
decreasing stormwater runoff.
—You can
collect rainwater from
rooftops in mosquito-
proof containers. The
water can be used later on
lawn or garden areas.
—Specially
designed areas planted
with native plants can provide natural places for
rainwater to collect
and soak into the
ground. Rain from
rooftop areas or paved
areas can be diverted
into these areas rather
than into storm drains.
—Filter strips are areas of
native grass or plants created along roadways or
streams. They trap the pollutants stormwater
picks up as it flows across driveways and streets.
Residential landscaping
Stormwater Pollution Solutions
Dirt, oil, and debris that collect in
parking lots and paved areas can be
washed into the storm sewer system
and eventually enter local
waterbodies.
� Sweep up litter and debris from
sidewalks, driveways and parking lots,
especially around storm drains.
� Cover grease storage and dumpsters
and keep them clean to avoid leaks.
�
Report any chemical spill to the local
hazardous waste cleanup team.
They
’ll know the best way to keep
spills from harming the environment.
Erosion controls that aren’t maintained can cause
excessive amounts of sediment and debris to be
carried into the stormwater system. Construction
vehicles can leak fuel, oil, and other harmful fluids
that can be picked up by stormwater and
deposited into local waterbodies.
� Divert stormwater away from disturbed or
exposed areas of the construction site.
�
Install silt fences, vehicle mud removal areas,
vegetative cover, and other sediment and
erosion controls and properly maintain them,
especially after rainstorms.
� Prevent soil erosion by minimizing disturbed
areas during construction projects, and seed
and mulch bare areas as soon as possible.
Agriculture Lack of vegetation on streambanks can lead to erosion. Overgrazed pastures can also contribute excessive amounts of sediment to local waterbodies. Excess fertilizers and pesticides can poison aquatic animals and lead to destructive algae blooms. Livestock in streams can contaminate waterways with bacteria, making them unsafe for human contact. � Keep livestock away from streambanks and provide
them a water source away from waterbodies.
� Store and apply manure away from waterbodies and in
accordance with a nutrient management plan.
� Vegetate riparian areas along waterways.
� Rotate animal grazing to prevent soil erosion in fields. � Apply fertilizers and pesticides according to label
instructions to save money and minimize pollution.
Improperly managed logging operations can result in erosion and sedimentation.
� Conduct preharvest planning to prevent erosion and lower costs. � Use logging methods and equipment that minimize soil disturbance. � Plan and design skid trails, yard areas, and truck access roads to minimize stream crossings and avoid disturbing the forest floor. � Construct stream crossings so that they minimize erosion and physical changes to streams.
� Expedite revegetation of cleared areas.
Commercial
Construction
Automotive
Facilities
Forestry
Uncovered fueling stations allow spills to be
washed into storm drains. Cars waiting to be
repaired can leak fuel, oil, and other harmful
fluids that can be picked up by stormwater.
� Clean up spills immediately and properly
dispose of cleanup materials.
�
Provide cover over fueling stations and
design or retrofit facilities for spill
containment.
� Properly maintain fleet vehicles to prevent
oil, gas, and other discharges from being
washed into local waterbodies.
� Install and maintain oil/water separators.
What is stormwater runoff?
Why is stormwater runoff
a problem?
The effects of pollution
Stormwater runoff occurs when precipitation
from rain or snowmelt flows over the ground.
Impervious surfaces like driveways, sidewalks,
and streets prevent stormwater from
naturally soaking into the ground.
Stormwater can pick up debris, chemicals, dirt, and other pollutants and flow into a storm sewer system or directly to a lake, stream, river, wetland, or coastal water. Anything that enters a storm sewer system is discharged untreated into the waterbodies we use for swimming, fishing, and providing drinking water.
Polluted stormwater runoff can have
many adverse effects on plants, fish,
animals, and people.
Sediment can cloud the water
and make it difficult or
impossible for aquatic plants to
grow . Sediment also can
.
�
destroy aquatic habitats
Excess nutrients can cause
algae blooms. When algae die,
they sink to the bottom and decompose
in a process that removes oxygen from
the water. Fish and other aquatic
organisms can’t exist in water with low
dissolved oxygen levels.
Bacteria and other pathogens can wash
into swimming areas and create health
hazards, often making beach closures
necessary .
Debris—plastic bags, six-pack rings, bottles, and
cigarette butts—washed into waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds.
Household hazardous wastes like insecticides, pesticides, paint, solvents, used motor oil, and other auto fluids can poison aquatic life.
Land animals and people can become sick or die from eating diseased fish and shellfish or ingesting polluted water.
Polluted stormwater often
affects drinking water
sources. This, in turn, can
affect human health and
increase drinking water
treatment costs.
�
�
�
�
�
After the Storm
A Citizen’s Guide to
Understanding Stormwater
WHEN IT RAINS
IT DRAINS
WHEN IT RAINS
IT DRAINS
-03-002 A 833-B EP
January 2003
For more information contact:
or visit
www.epa.gov/npdes/stormwater
www.epa.gov/nps
● a.gov .ep HTTP://www Address (URL) Internet
● able egetV Printed With Recycled/Recyclable
, Oil Based Inks on 100% Postconsumer
Process Chlorine Free Recycled Paper
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PR
OTECTING WATER QUALITY FROM URBAN RUNOFF
and snowmelt remains above the
surface, where it runs off rapidly in
unnaturally large amounts.
Storm sewer systems concentrate
runoff into smooth, straight
conduits. This runoff gathers speed
and erosional power as it travels
underground. When this runoff
leaves the storm drains and empties
into a stream, its excessive volume
and power blast out streambanks,
damaging streamside vegetation and
wiping out aquatic habitat. These
increased storm flows carry sediment
loads from construction sites and
other denuded surfaces and eroded
streambanks. They often carry
higher water temperatures from
streets, roof tops, and parking lots,
which are harmful to the health and
reproduction of aquatic life.
from
Did you know that because of impervious surfaces like pave- ment and rooftops, a typical city block generates more than 5 times more runoff than a woodland area of the same size? The most recent National Water Quality Inventory reports that runoff from urbanized areas is the leading source of water quality impairments to surveyed estuaries and the third-largest source of impairments to surveyed lakes.
I
n urban and suburban areas, much
of the land surface is covered
by buildings and pavement, which
do not allow rain and snowmelt
to soak into the ground. Instead,
most developed areas rely on storm
drains to carry large amounts of
runoff from roofs and paved areas to
nearby waterways. The stormwater
runoff carries pollutants such as oil,
dirt, chemicals, and lawn fertilizers
directly to streams and rivers, where
they seriously harm water quality.
To protect surface water quality and
groundwater resources, development
should be designed and built to
minimize increases in runoff.
How Urbanized Areas
Affect Water Quality
Increased Runoff
The porous and varied terrain of
natural landscapes like forests,
wetlands, and grasslands traps
rainwater and snowmelt and allows
them to filter slowly into the ground.
In contrast, impervious (nonporous)
surfaces like roads, parking lots, and
rooftops prevent rain and snowmelt
from infiltrating, or soaking, into
the ground. Most of the rainfall
The loss of infiltration from
urbanization may also cause profound
groundwater changes. Although
urbanization leads to great increases
in flooding during and immediately
after wet weather, in many instances
it results in lower stream flows
during dry weather. Many native fish
and other aquatic life cannot survive
when these conditions prevail.
Increased Pollutant Loads
Urbanization increases the variety
and amount of pollutants carried
into streams, rivers, and lakes. The
pollutants include:
• Sediment
• Oil, grease, and toxic chemicals
from motor vehicles
• Pesticides and nutrients from
lawns and gardens
• Viruses, bacteria, and nutrients
from pet waste and failing septic
systems
• Road salts
• Heavy metals from roof shingles,
motor vehicles, and other sources
• Thermal pollution from dark
impervious surfaces such as streets
and rooftops
These pollutants can harm fish and
wildlife populations, kill native
vegetation, foul drinking water
supplies, and make recreational areas
unsafe and unpleasant.
Clean Water Is Everybody’s Business
URBAN RUNOFF
EPA 841-F-03-003
Relationship between impervious cover and surface runoff. Impervious cover in a watershed results in increased surface ruunoff. As little as 10 percent impervious cover in a watershed can result in stream degradation.
Protecting Water Quality
Managing Urban Runoff
What Homeowners Can Do
To decrease polluted runoff from
paved surfaces, households can develop
alternatives to areas traditionally covered
by impervious surfaces. Porous pavement
materials are available for driveways and
sidewalks, and native vegetation and mulch
can replace high maintenance grass lawns.
Homeowners can use fertilizers sparingly
and sweep driveways, sidewalks, and roads
instead of using a hose. Instead of disposing
of yard waste, they can use the materials to
start a compost pile. And homeowners can
learn to use Integrated Pest Management
(IPM) to reduce dependence on harmful
pesticides.
In addition, households can prevent
polluted runoff by picking up after pets and
using, storing, and disposing of chemicals
properly. Drivers should check their cars
for leaks and recycle their motor oil and
antifreeze when these fluids are changed.
Drivers can also avoid impacts from car
wash runoff (e.g., detergents, grime, etc.) by
using car wash facilities that do not generate
runoff. Households served by septic systems
should have them professionally inspected
For More Information
U.S. Environmental Protection Agency
Nonpoint Source Control Branch (4503T)
1200 Pennsylvania Avenue, NW
Washington, DC 20460
www.epa.gov/nps
and pumped every 3 to 5 years. They should
also practice water conservation measures to
extend the life of their septic systems.
Controlling Impacts from New
Development
Developers and city planners should
attempt to control the volume of runoff
from new development by using low
impact development, structural controls,
and pollution prevention strategies. Low
impact development includes measures that
conserve natural areas (particularly sensitive
hydrologic areas like riparian buffers and
infiltrable soils); reduce development
impacts; and reduce site runoff rates by
maximizing surface roughness, infiltration
opportunities, and flow paths.
Controlling Impacts from
Existing Development
Controlling runoff from existing urban
areas is often more costly than controlling
runoff from new developments. Economic
efficiencies are often realized through
approaches that target “hot spots” of
runoff pollution or have multiple benefits,
such as high-efficiency street sweeping
(which addresses aesthetics, road safety,
and water quality). Urban planners and
others responsible for managing urban
and suburban areas can first identify and
implement pollution prevention strategies
and examine source control opportunities.
They should seek out priority pollutant
reduction opportunities, then protect
natural areas that help control runoff, and
finally begin ecological restoration and
retrofit activities to clean up degraded water
bodies. Local governments are encouraged
to take lead roles in public education
efforts through public signage, storm drain
marking, pollution prevention outreach
campaigns, and partnerships with citizen
groups and businesses. Citizens can help
prioritize the clean-up strategies, volunteer
to become involved in restoration efforts,
and mark storm drains with approved “don’t
dump” messages.
Turn Your Home into a Stormwater Pollution Solution!
www.epa.gov/nps
This web site links to an EPA homeowner’s guide to healthy habits for clean water that provides tips for better vehicle and garage care, lawn and garden techniques, home improvement, pet care, and more.
National Management Measures to Control Nonpoint Source Pollution from Urban Areas
www.epa.gov/owow/nps/urbanmm
This technical guidance and reference document is useful to local, state, and tribal managers in implementing management programs for polluted runoff. Contains information on the best available, economically achievable means of reducing pollution of surface waters and groundwater from urban areas.
Onsite Wastewater Treatment System Resources
www.epa.gov/owm/onsite
This web site contains the latest brochures and other resources from EPA for managing onsite wastewater treatment systems (OWTS) such as conventional septic systems and alternative decentralized systems. These resources provide basic information to help individual homeowners, as well as detailed, up-to-date technical guidance of interest to local and state health departments.
Low Impact Development Center
www.lowimpactdevelopment.org
This center provides information on protecting the environment and water resources through integrated site design techniques that are intended to replicate preexisting hydrologic site conditions.
Stormwater Manager’s Resource Center (SMRC)
www.stormwatercenter.net
Created and maintained by the Center for Watershed Protection, this resource center is designed specifically for stormwater practitioners, local government officials, and others that need technical assistance on stormwater management issues.
Strategies: Community Responses to Runoff Pollution
www.nrdc.org/water/pollution/storm/stoinx.asp
The Natural Resources Defense Council developed this inter- active web document to explore some of the most effective strategies that communities are using around the nation to control urban runoff pollution. The document is also available in print form and as an interactive CD-ROM.
February 2003
Related Publications
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PR
EVENTING POLLUTION THROUGH EFFICIENT USE
For more information on what you and your
community can do to use water more
efficiently, contact:
US. Environmental Protection Agency
Office of Water
401 M Street, S.W.
Washington, ILC. 20460
For more information on pollution
prevention programs at U.S. €PA, contact:
U.S. Environmental Protection Agency
Office of Pollution Prevention
401 M Street, S.W.
Washington, D.C. 20460
United States 2ow-0002
Environmental Protection July 1990
Agency
OW (WH-556) OPPE (PM-222)
~
GEPA Preventing ~~
Through
Efficient Water
Use
How Efficient Water Use
Other Reasons to Use
P7i-Y Water Wisely
What Individuals
What Communities
Can Do ~~ ~
~
What Communities Can Do
~
_.
A water supplier or wastewater system operator (public or private) has cost-effective options to process and, deliver water more efficiently. A community can do the same, and can foster ways to use water wisely.
Not all of these steps are expensive. The best choices vary by region and by community; start by asking if these are appropriate where you live and work.
A Water Supplier or Wastewater
Procsssqr Cgn:
e Identify who uses water, and reduce unac-
A Community Can:
SF Adopt plumbing and building codes that require
water-efficient equipment and practices.
Adopt a water-efficient landscaping ordinance to
reduce the water used for golf courses and com-
mercial landscapes.
Retrofit older buildings with water-efficient
equipment, starting with public buildings, '
Reduce municipal water use for landscaping and
other uses.
Conduct a public education campaign.
countedrfor water use.
e Find and repair leaking pipes.
e Consider a new pricing scheme which encour-
ages conservation.
Reduce excess pressure in water lines.
Explore the reuse of treated wastewater for uses
other than drinking water.
e Charge hookup fees which encourage more
efficient water use in new buildings.
Build water efficiency into future demand pro-
jections, facility planning, and drought plan-
ning.
uw Require developers to build in water efficiency
measures.
~
-~
r Reasons to Use What Individuals Can Do
Preventing pollution is only one reason why using
water efficiently makes sense. Here are a few more:
Money Saved
Less water use results in fewer pumping and
treatment costs.
Saving money on water and wastewater opera-
tions frees money for meeting water quality,
public health and water treatment goals.
Water saved is also energy, and money, saved for
you and your community.
Improved Reliability
Water conservation provides a hedge against
drought impacts.
Improving water efficiency may be quicker and
cheaper than developing a new supply.
Reduced water use may extend the life of your
water or wastewater facility.
Reduced water use may increase the efficiency of
wastewater treatment, and reduce overflows
during storms.
Communities which use water efficiently are
better prepared to cope with effects of possible
future climate change.
More efficient water use begins with individuals, in
the home and place of work. Taking these and other
steps, and encouraging others to do so, makes good
economic as well as environmental sense.
In The Home
03~ Install a toilet dam or plastic 'bottle in your toilet tank.
Install a water-efficient showerhead (2.5 gallons
or less per minute).
= When you buy a new toilet, purchase a low flow
model (1.6 gallons or less per flush).
Outdoors
= Water in the morning or evening, to minimize
= Install a drip-irrigation watering system for
w- Use drought-tolerant plants and grasses for land-
At Work or School
~
evaporation.
valuable plant?.
scaping, and reduce grass-covered areas.
Adopt the same water-saving habits that are
effective at home.
Ask about installing wqter-efficient equipment
and reducing outdoor water use.
recycled "gray-water" or reclaimed wastewater.
03~ Encourage employers to explore the use of
~
How Efficient Water Use Helps Prevent Pollution
~
__ -
Using water more efficiently can help prevent pollution as well as protect and conserve our finite water resources. More efficient water use by you and your community has many other benefits.
Fewer Pollutants Protection of Drinking Water Sources
Using less water reduces the amount of waste-
water discharged into our lakes, streams, rivers,
and marine waters. well.
as Less pumping of groundwater lowers the chance
that pollutants will be drawn into a water supply
ES The amount of pollutants wastewater carries can With less water use, septic system performance can improve, reducing the risk of groundwater
contamination.
Highest quality water sources are preserved for
drinking water by using treated wastewater for
other uses.
also be reduced, as treatment efficiency improves.
Recycled process water can reduce pollutants
from industry.
More efficient irrigation can minimize runoff of
agricultural pollutants and reduce the use of
fertilizers and pesticides. Energy Conservation
Protection of Aquatic Habitats Efficient water use means less power needed to pump and treat water and wastewater.
Building fewer and smaller new water projects
can help preserve wetlands, which naturally
treat pollutants.
US Less water use reduces the amount of energy
required for heating hot water.
= Diverting less water preserves more streamflow
to maintain a healthy aquatic environment.
Less energy demand results in fewer harmful by-
products from power plants.
Low Impact Development 3010 N Alameda Street
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G
ARDENING TIPS
AA YardYard is ais a Terrible Terrible
ThingThing toto Waste!Waste!
Storm drains are for rain… not yard waste.
Residential yard waste represents about 13 percent
of the total waste generated in L.A. County.
Pesticides, fertilizer and yard waste such as leaves and mowed grass wash from the ground and streets into storm drains and flow straight to the ocean — untreated.
Remember to use pesticides and fertilizer
wisely and pick-up yard waste.
Tips For Yard Care:
L.A. County residents can help solve the stormwater
pollution problem by taking these easy steps…
Do not over-fertilize and do not use fertilizer or pesticides near ditches, gutters or storm drains.
Do not use fertilizer or pesticides before a rain.
Follow the directions on the label carefully.
Use pesticides sparingly — more is not better.
“Spot” apply, rather than “blanket” apply.
When watering your lawn, use the least amount of
water possible so it doesn’t run into the street carrying pesticides and other chemicals with it.
Use non-toxic products for your garden and lawn
whenever possible.
If you must store pesticides or fertilizer, make sure they are in a sealed, water-proof container in a
covered area to prevent runoff.
Do not blow, sweep, hose or rake leaves or other
yard trimmings into the street, gutter or storm drain.
A message from the County of Los Angeles Department of Public Works.Printed on recycled paper.
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PEST
ICIDE TIPS
Low Impact Development 3010 N Alameda Street
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R
ECYCLING TIPS
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C
OUNTY OF LOS ANGELES LID FACT SHEETS
County of Los Angeles D-1 February 2014
S-1: Storm Drain Message and Signage
Purpose
Waste material dumped into storm drain inlets can adversely impact surface and ground waters. In fact, any material discharged into the storm drain system has the potential to significantly impact downstream receiving waters. Storm drain messages have become a popular method of alerting and reminding the public about the effects of and the prohibitions against waste disposal into the storm drain system. The signs are typically stenciled or affixed near the storm drain inlet or catch basin. The message simply informs the public that dumping of wastes into storm drain inlets is prohibited and/or that the drain ultimately discharges into receiving waters.
General Guidance
The signs must be placed so they are easily visible to the public. Be aware that signs placed on sidewalk will be worn by foot traffic.
Design Specifications
Signs with language and/or graphical icons that prohibit illegal dumping, must be posted at designated public access points along channels and streams within the project area. Consult with Los Angeles County Department of Public Works (LACDPW) staff to determine specific signage requirements for channels and streams.
Storm drain message markers, placards, concrete stamps, or stenciled language/icons (e.g., “No Dumping – Drains to the Ocean”) are required at all storm drain inlets and catch basins within the project area to discourage illegal or inadvertent dumping. Signs should be placed in clear sight facing anyone approaching the storm drain inlet or catch basin from either side (see Figure D-1 and Figure D-2). LACDPW staff should be contacted to determine specific requirements for types of signs and methods of application. A stencil can be purchased for a nominal fee from LACDPW Building and Safety Office by calling (626) 458-3171. All storm drain inlet and catch basin locations must be identified on the project site map.
Maintenance Requirements
Legibility and visibility of markers and signs should be maintained (e.g., signs should be repainted or replaced as necessary). If required by LACDPW, the owner/operator or homeowner’s association shall enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards and signs.
S-1: Storm Drain Message and Signage
County of Los Angeles D-2 February 2014
Figure D-1. Storm Drain Message Location – Curb Type Inlet Figure D-2. Storm Drain Message Location – Catch Basin/Area Type Inlet
CONCRETE
PERIMETER
County of Los Angeles D-8 February 2014
S-3: Outdoor Trash Storage and Waste Handling Area
Purpose
Stormwater runoff from areas where trash is stored or handled can be polluted. Loose trash and debris can be easily transported by water or wind into nearby storm drain inlets, channels, and/or receiving waters. Waste handling operations (i.e., dumpsters, litter control, waste piles) may be sources of stormwater pollution.
Design Specifications
Wastes from commercial and industrial sites are typically hauled away for disposal by either public or commercial carriers that may have design or access requirements for waste storage areas. Design specifications for waste handling areas are regulated by local building and fire codes and by current County ordinances and zoning requirements. The design specifications, listed below in Table D-3, are recommendations and are not intended to conflict with requirements established by the waste hauler. The design specifications are intended to enhance local codes and ordinances while addressing stormwater runoff concerns. The waste hauler should be contacted prior to the design of trash storage and collection areas to determine established and accepted guidelines for designing trash collection areas. All hazardous waste must be handled in accordance with the legal requirements established in Title 22 of the California Code of Regulations. Conflicts or issues should be discussed with LACDPW staff.
Table D-3. Design Specifications for Outdoor Trash Storage and Waste Handling Area Design Feature Design Specifications
Surfacing Construct/pave outdoor trash storage and waste handling area with Portland cement concrete or an equivalent impervious surface.
Screens/Covers Install a screen or wall around trash storage area to prevent off-site transport of loose trash.
Use lined bins or dumpsters to reduce leaking of liquid wastes. Use waterproof lids on bins/dumpsters or provide a roof to cover storage area enclosure (LACDPW discretion) to prevent precipitation from entering containers.
Grading/Drainage Berm and/or grade waste handling area to prevent stormwater run-on. Locate waste handling area at least 35 feet from storm drains. Divert drainage from adjoining roofs and pavement away from adjacent trash storage areas.
Signs Post signs on all dumpsters and/or inside enclosures prohibiting disposal of liquids and hazardous materials in accordance with any waste disposal ordinance.
S-3: Outdoor Trash Storage and Waste Handling Area
County of Los Angeles D-9 February 2014
Accumulated Water
Stormwater runoff, non-stormwater runoff, and spills will accumulate in containment areas and sumps with impervious surfaces. Contaminated accumulated water must be disposed of in accordance with applicable laws and regulations, and cannot be discharged directly to the storm drain or sanitary sewer system without appropriate permitting. Contact LACDPW (1-888-CLEAN-LA) for information regarding discharge of contaminated accumulated water.
Maintenance Requirements
The integrity of structural elements that are subject to damage (e.g., screens, covers, signs) must be maintained by the owner/operator as required by local codes and ordinances. Outdoor trash storage and waste handling areas must be checked periodically to ensure containment of accumulated water and prevention of stormwater run-on. Maintenance agreements between LACDPW and the owner/operator may be required. Failure to properly maintain building and property may subject the property owner to citation.
County of Los Angeles D-10 February 2014
S-4: Outdoor Loading/Unloading Dock Area
Purpose
Materials spilled, leaked, or lost during loading or unloading may collect on impervious surfaces or in the soil and be carried away by stormwater runoff or when the area is cleaned. Precipitation may also wash pollutants from machinery used to load or unload materials. In particular, loading docks have the potential to contribute heavy metals, nutrients, suspended solids, oils, and grease to stormwater runoff due to the heavy truck traffic and loading and unloading activities. Depressed loading docks (e.g., truck wells) are contained areas that can also accumulate water.
Design Specifications
Design specifications for outdoor loading/unloading dock areas are regulated by local building and fire codes and by current County ordinances and zoning requirements.
Additionally, individual businesses may have their own design or access requirements for loading docks. Design specifications presented in this fact sheet are intended to enhance and be consistent with these code and ordinance requirements while addressing stormwater runoff concerns. The design specifications presented in Table D-4 are not intended to conflict with requirements established by individual businesses, but should be followed to the maximum extent practicable.
Accumulated Water
Stormwater runoff, non-stormwater runoff, and spills will accumulate in containment areas and sumps with impervious surfaces, such as depressed loading docks.
Contaminated accumulated water must be disposed of in accordance with applicable laws and cannot be discharged directly to the storm drain or sanitary sewer system without appropriate permitting. Contact LACDPW (1-888-CLEAN-LA) for information regarding discharge of contaminated accumulated water.
Maintenance Requirements
The integrity of structural elements that are subject to damage (e.g., covers, signs) must be maintained by the owner/operator as required by local codes and ordinances. If a water quality inlet or infiltration system is installed, it must be maintained as indicated by the manufacturer or installer. Outdoor loading/unloading dock areas must be checked periodically to ensure containment of accumulated water and prevention of stormwater run-on. Maintenance agreements between LACDPW and the owner/operator may be required. Failure to properly maintain building and property may subject the property owner to citation.
S-4: Outdoor Loading/Unloading Dock Area
County of Los Angeles D-11 February 2014
Table D-4. Design Specifications for Outdoor Loading/Unloading Dock Area Design Feature Design Specifications
Surfacing Construct/pave outdoor loading/unloading dock areas with Portland cement concrete or an equivalent impervious surface. Ensure that the surfacing material is chemically-resistant to materials being handled in the loading/unloading dock area.
Covers Cover outdoor loading/unloading dock areas to a distance of at least 10 feet beyond the loading dock or building face if there is no raised dock. If the cover or roof structure does not include sidewalls, then the roof overhang must extend beyond the grade break. The overhang must extend a minimum of 20 percent of the roof height.
For interior transfer bays, provide a minimum 10-foot “No Obstruction Zone” to allow trucks or trailers to extend at least 5 feet inside the building. Identify “No Obstruction Zone” clearly on site plans and paint zone with high visibility floor paint.
If covers or interior transfer bays are not feasible, install a seal or door skirt and provide a cover to shield all material transfers between trailers and building.
LACDPW may grant waivers for covers on a case-by-case basis.
Hydraulic
Isolation/Drainage
For outdoor loading/unloading dock areas, hydraulically-isolate the first six feet of paved area measured from the building or dock face with grading, berms, or drains to prevent stormwater run-on from surrounding areas or roof drains. Direct stormwater runoff (e.g., from downspouts/roofs) and drainage from surrounding areas away from hydraulically-isolated areas to a stormwater runoff discharge point that meets all applicable LID Standards Manual requirements.
For interior transfer bays or bay doors, prevent stormwater runoff from surrounding areas from entering the building with grading or drains. Do not install interior floor drains in the “No Obstruction Zone”. Hydraulically- isolate the “No Obstruction Zone” from any interior floor drains. Do not install direct connections to storm drains from depressed loading docks. Connect drains or direct drainage from hydraulically-isolated loading/unloading dock area to an approved sediment/oil/water separator system connected a discharge location as determined by LACDPW.
Provide a manual emergency spill diversion valve upstream of separator system to direct flow, in the event of a spill, to an approved spill containment vault sized to contain a volume equal to 125% of largest container handled at the facility. Provide additional emergency means, such as drain plugs or drain covers, to prevent spills or contaminated stormwater runoff from entering the storm drain system.
County of Los Angeles D-19 February 2014
S-8: Landscape Irrigation Practices
Purpose
Irrigation runoff provides a pathway for pollutants (i.e., nutrients, bacteria, organics, sediment) to enter the storm drain system. By effectively irrigating, less runoff is produced resulting in less potential for pollutants to enter the storm drain system.
General Guidance
Do not allow irrigation runoff from the landscaped area to drain directly to storm drain system.
Minimize use of fertilizer, pesticides, and herbicides on landscaped areas. Plan sites with sufficient landscaped area and dispersal capacity (e.g., ability to receive irrigation water without generating runoff).
Consult a landscape professional regarding appropriate plants, fertilizer, mulching applications, and irrigation requirements (if any) to ensure healthy vegetation growth.
Design Specifications
Choose plants that minimize the need for fertilizer and pesticides. Group plants with similar water requirements and water accordingly. Use mulch to minimize evaporation and erosion.
Include a vegetative boundary around project site to act as a filter. Design the irrigation system to only water areas that need it. Install an approved subsurface drip, pop-up, or other irrigation system.1 The irrigation system should employ effective energy dissipation and uniform flow spreading methods to prevent erosion and facilitate efficient dispersion. Install rain sensors to shut off the irrigation system during and after storm events. Include pressure sensors to shut off flow-through system in case of sudden pressure drop. A sudden pressure drop may indicate a broken irrigation head or water line.
If the hydraulic conductivity in the soil is not sufficient for the necessary water application rate, implement soil amendments to avoid potential geotechnical hazards (i.e., liquefaction, landslide, collapsible soils, and expansive soils). 1 If alternative distribution systems (e.g., spray irrigation) are approved, the County will establish guidelines to implement these new systems.
S-8: Landscape Irrigation Practices
County of Los Angeles D-20 February 2014
For sites located on or within 50 feet of a steep slope (15% or greater), do not irrigate landscape within three days of a storm event to avoid potential geotechnical instability.2
Implement Integrated Pest Management practices.
For additional guidelines and requirements, refer to the Los Angeles County Department of Health Services.
Maintenance Requirements
Maintain irrigation areas to remove trash and debris and loose vegetation. Rehabilitate areas of bare soil. If a rain or pressure sensor is installed, it should be checked periodically to ensure proper function. Inspect and maintain irrigation equipment and components to ensure proper functionality. Clean equipment as necessary to prevent algae growth and vector breeding. Maintenance agreements between LACDPW and the owner/operator may be required. Failure to properly maintain building and property may subject the property owner to citation.
2 As determined by the City of Los Angeles, Building and Safety Division
County of Los Angeles E -191 February 2014
T-6: Proprietary Treatment Control Measures
Definition
The LID Standards Manual provided information for selecting and designing the more c
ommon treatment-based stormwater quality control measures for projects. The treatment-based stormwater quality control measures included in this appendix (T-1 to T-5) are non-proprietary (public domain) designs that have been reviewed and evaluated by LACDPW and determined generally acceptable.
Proprietary devices are commercial products that typically aim at providing stormwater treatment in space-limited applications, often using patented innovative technologies.
The most commonly encountered classes of proprietary stormwater quality control measures include hydrodynamic separation, catch basin insert technologies, cartridge filter-type controls, and proprietary biotreatment devices.
Hydrodynamic separation devices (alternatively, swirl concentrators) are devices that remove trash, debris, and coarse sediment from incoming flows using screening, gravity settling, and centrifugal forces generated by forcing the influent into a circular motion.
By having the water move in a circular fashion, rather than a straight line, it is possible to obtain significant removal of suspended sediments and attached pollutants with less space as compared to wet vaults and other settling devices. Hydrodynamic devices were originally developed for combined sewer overflows, where they were used primarily to remove coarse inorganic solids. Hydrodynamic separation has been adapted for stormwater treatment by several manufacturers and is currently used to remove trash, debris, and other coarse solids down to sand-sized particles. Several types of hydrodynamic separation devices are also designed to remove floating oils and grease using sorbent media.
Catch basin inserts are manufactured filters or fabric placed in a drop inlet to remove sediment and debris and may include sorbent media to remove floating oils and grease.
There are a multitude of inserts of various shapes and configurations, typically falling into one of three groups: socks, boxes, and trays. The sock-type filters are typically constructed of a fabric, usually polypropylene. The fabric may be attached to a frame or the grate of the inlet may hold the sock. Socks are meant for vertical (drop) inlets.
Boxes are constructed of plastic or wire mesh. Typically a polypropylene “bag” is placed in the wire mesh box and the bag takes the form of the box. Most box products are one box; that is, settling and filtration through media occur in the same box. Other products consist of one or more trays or mesh grates. The trays may hold different types of media. Filtration media vary by manufacturer. Types include polypropylene, porous polymer, treated cellulose, and activated carbon. Inserts are an easy and inexpensive retrofitting option because drain inlets are already a component of most standard drainage systems. Inserts are usually only suitable for mitigating relatively small tributary areas (less than one acre) because they are limited by treatment capacity and influent flow rate.
T-6: Proprietary Treatment Control Measures
County of Los Angeles E-192 February 2014
Cartridge filter-type controls typically consist of a series of vertical filters contained in a vault or catch basin that provide treatment through filtration and sedimentation. The vault may be divided into multiple chambers where the first chamber acts as a pre- settling basin for removal of coarse sediment while another chamber acts as the filter bay and houses the filter cartridges. The performance and capacity of a cartridge filter installation depends on the properties of the media contained in the cartridges.
Cartridge filter manufacturers often provide an array of media types each with varying properties, targeting various pollutants and a range of particle sizes. Commonly used media include media that target solids, such as perlite, and media that target both dissolved and non-dissolved constituents, such as compost leaf media, zeolite, and iron-infused polymers. Manufacturers try to distinguish their products through innovative designs that aim at providing self cleaning and draining, uniformly loaded, and clog resistant cartridges that functional properly over a wide range of hydraulic loadings and pollutant concentrations.
Proprietary biotreatment devices are devices that are manufactured to mimic natural systems such as wetlands by incorporating plants, soil, and microbes engineered to provide treatment at higher flow rates or higher volumes and with smaller footprints than their natural counterparts. Incoming flows are typically filtered through natural media (mulch, compost, soil, plants, microbes, etc) and either infiltrated or collected by an underdrain and delivered to the storm system. Tributary areas for biotreatment devices tend to be limited to 0.5 to 1.0 acres.
The vendors of the various proprietary stormwater quality control measures provide detailed documentation for device selection, sizing, and maintenance requirements.
Tributary area sizes are limited to the capacities of the largest available model. The latest manufacturer supplied documentation must be used for sizing and selection of all proprietary devices. Links to the websites of a number of vendors of proprietary devices are provided at www.BMPLA.org. All proprietary devices proposed for use by a project applicant must be approved by LACDPW.
General Design Specifications
Proprietary stormwater quality control measure vendors are constantly updating and ex
panding their product lines, so refer to the latest design guidance from the vendors.
General guidelines on the performance, sizing, and operation and maintenance of proprietary devices are provided through LACDPW Watershed Division.
Expected Performance
For hydrodynamic devices, it has been stated with respect to combined sewer overflows t
hat the practical lower limit of hydrodynamic separation is a particle with a settling velocity of 12 to 16.5 ft/hr (0.10 to 0.14 cm/s). As such, the focus for hydrodynamic separation in combined sewer overflows has been with settleable solids generally 200 µm and larger, given the presence of the lighter organic solids. For inorganic sediment, the above settling velocity range represents a particle diameter of 50 to 100 µm. Thus, hydrodynamic separation devices are effective for removal of course sediment, trash, T-6: Proprietary Treatment Control Measures
County of Los Angeles E-193 February 2014
and debris and useful for pretreatment in combination with other types of stormwater quality control measures that target smaller particle sizes.
Because there is a wide range of catch basin insert configurations, it is not possible to generalize the expected performance. Inserts should mainly be used for catching coarse sediments and floatable trash, and are effective for pretreatment in combination with other types of stormwater quality control measures. Trash and large objects can greatly reduce the effectiveness of catch basin inserts with respect to sediment and hydrocarbon capture. Frequent maintenance and the use of screens and grates to keep trash out may decrease the likelihood of clogging and prevent obstruction and bypass of incoming flows.
Cartridge filters have been proven to provide efficient removals for both dissolved and non-dissolved pollutants. However, cartridge filters are less adept at handling high flow rates when compared to catch basin inserts and hydrodynamic devices due to the enhanced treatment provided through the filtration mechanism.
Because proprietary biotreatment devices are relatively new compared to the other types of proprietary treatment devices included in the LID Standards Manual, there are fewer third party studies on proprietary biotreatment devices. The available performance information is mostly vendor-supplied. According to the vendors, like their natural counterparts, proprietary biotreatment devices are highly efficient at mitigating dissolved metals, nutrients, and suspended solids.
Sizing
Hydrodynamic devices, catch basin inserts, and cartridge filters are flow-based s
tormwater quality control measures, but can be sized to capture and treat the mitigation volume of the SWQDv with additional facilities to manage stormwater runoff flow. Proprietary biotreatment devices on the other hand include both volume-based and flow-based stormwater quality control measures. Volume-based proprietary devices should be sized to capture and treat the mitigation volume of the SWQDv if used as a standalone stormwater quality control measure.
Auxiliary components of proprietary devices such as sorbent media, screens, baffles, and sumps are selected based on site-specific conditions such as the expected loading and the desired frequency of maintenance. Sizing of proprietary devices is reduced to a simple process whereby a model can simply be selected from a table or a chart based on a few known quantities (tributary area, location, design flow rate, design volume, etc). Some manufacturers either size the devices for potential clients or offer calculators on their websites that simplify the design process even further and lessens the possibility of using obsolete design information. For the latest sizing guidelines, refer to the manufacturer’s website.
T-6: Proprietary Treatment Control Measures
County of Los Angeles E-194 February 2014
Operation and Maintenance
Hydrodynamic Separation Devices
H
ydrodynamic separators do not have moving parts and are not maintenance intensive.
However, maintenance is important to ensure that the device operates as efficiently as possible. Proper maintenance involves frequent inspections throughout the first year of installation, especially after major storm events. The systems are considered full when the sediment level is within one foot from the top of the unit, at which point it must be cleaned out. Removal of sediment can be performed with a sump vacuum or vactor truck. Some hydrodynamic separator devices may contribute to mosquito breeding if they do not fully drain stormwater runoff between storm events. Refer to manufacturer’s guidelines for inspection and maintenance activities.
Catch Basin Inserts
Catch basin inserts can be maintenance-intensive because of their susceptibility for accumulating trash and debris. Regular maintenance activities include the clean-up and removal of accumulated trash and sediment while major maintenance activities include replacing filter media (if used) and or repairing/replacing geomembrane fabrics. Refer to manufacturer’s guidelines for inspection and maintenance activities.
Cartridge Filters
For cartridge filters, maintenance activities include periodically removing trash, debris, and sediment from the vault floor, typically twice per year depending on the accumulation rate, using a sump vacuum or vactor truck. The cartridges may need to be replaced when they become saturated, which will occur approximately every other year depending on the pollutant accumulation rate. The manufacturers of these devices typically provide contract operation and maintenance services.
All stormwater vaults that contain standing water can become a breeding area for vectors. Manufacturers have developed systems, such as a perforated pipe installed in the bottom of the vault that is encased in a filter sock to prevent clogging, to completely drain the vault.
Biotreatment Devices
Maintenance of biotreatment devices can be provided by the manufacturer and typically consists of routine inspection and hand removal of accumulated trash and debris.
Vactor trucks or mechanical maintenance activities are not needed for biotreatment devices.
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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Appendix D L ID Calculations
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Design Criteria
• The Los Angeles County Low Impact Development Standards Manual (2014) indicates that the design storm to calculate the Stormwater Quality Design Volume (SWQDv) is to be the greater of the 0.75-inch, 24-hour rain event and the 85th percentile, 24-hour rain event as determined f
rom the Los Angeles County 85th percentile precipitation isohyetal map. The isohyetal map i
ndicates the 85th percentile, 24-hour rain event is 0.90 inches at the project site. Thus, the 85th p
ercentile, 24-hour rain event has been analyzed for the project. • As identified in the Los Angeles County Department of Public Works (LACDPW) Hydrology Manual (January 2006), the site is situated within hydrologic soil type “006” and impervious surface for the project site will be 85%. The Los Angeles County Department of Public Works “HydroCalc” computer program was used for the design of the treatment systems.
LA County LID Manual SWQDv Calculations:
SWQDv = Proposed 24-hour 85th percentile runoff volume (cfs) = 5 ,029 cfs (Hydrocalc)
On-Site biofiltration treatment volume requirement = 1.5 x SWQDv = 1.5 x 5,029 cfs = 7,544 cfs
Modular Wetland System Unit (MWS)
Model # MWS L-4-19 Treatment Capacity @ 48-Hour Drain Down = 10,345 cfs
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(insert ISOHYTE MAP, SOIL MAP, HydroCalc)
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Appendix F Op eration and Maintenance
(O&M) Plan
OPERATION AND MAINTENANCE PLAN
(O&M PLAN)
For:
Public Storage Compton
30 10 N Alameda Street
Compton, CA 90222
Prepared for:
Public Storage
701 Western Avenue
Glendale, CA 91201
Contact: Mark Kennedy
Tel: (800) 688-8057
Lead Agency:
City of Compton
205 S. Willowbrook Avenue
Co
mpton, CA 90220
Tel: Agency's phone number
Prepared by:
DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
Tel: (714) 685-6860
Gregory R. Cooke, P.E.
P
repared on: July 21, 2021
DRC Project No. 21-826
Operation and Maintenance Plan 3010 N Alameda Street
Public Storage Compton Compton, CA
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Owner’s Certification
O
PERATION AND MAINTENANCE PLAN
FOR
Public Storage Compton
3010 N Alameda Street, Compton, CA 90222
This Operation and Maintenance Plan (O&M Plan) has been prepared for Public Storage by DRC En
gineering, Inc. for Public Storage Compton at 3010 N Alameda Street in the City of Compton, County of Los Angeles, State of California. The O&M Plan and a Covenant and Agreement are required to ensure optimum performance of the installed Best Management Practices.
The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the County’s Manual for Low Impact Development (LID) and the intent of the non-point source NPDES Permit for Waste Discharge Requirements for the County of Los Angeles, Los Angeles County Flood Control District and the incorporated Cities of Los Angeles County within the Los Angeles Region Stormwater Runoff Management Program. Once the undersigned transfers its interest in the property, its successors-in-interest shall bear the aforementioned responsibility to implement and amend the LID Plan and the Operation and Maintenance Plan. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity.
Signed:
Name: Mark Kennedy
Title: Senior Vice President__________________________________ Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Telephone #: (800) 688-8057
Date:
Operation and Maintenance Plan 3010 N Alameda Street
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Table of Contents
Section 1.0 Discretionary Permit(s) and Water Quality Conditions 1
1.1 Introduction ..................................................................................................... 1 Section 2.0 Project Description 2
2.1 Project Information ......................................................................................... 2
2.2 Location .......................................................................................................... 2
2.3 Site Plan ......................................................................................................... 2 Section 3.0 Site Description 4
3.1 Watershed ...................................................................................................... 4
3.2 Site Information .............................................................................................. 4
3.3 Drainage Pattern ............................................................................................ 4
3.4 Pollutants of Concern ..................................................................................... 5
3.5 Hydrologic Conditions of Concern .................................................................. 6 Section 4.0 Best Management Practices (BMPs) 7
4.1 Source Control BMPs ..................................................................................... 7
4.2 Site Design BMPs ........................................................................................... 9
4.3 Stormwater Quality Control BMPs ................................................................ 10 Section 5.0 Inspection/Maintenance Responsibility for BMPs 1 2
5.1 Responsible Parties ...................................................................................... 12
5.2 Reporting ...................................................................................................... 12 Section 6.0 Funding 1 5
6.1 Funding ......................................................................................................... 15
2.1 Responsible Party ...................................................................................... - 4 -
2.2 BMP Specific Information ........................................................................... - 4 -
2.3 Regular Inspection ...................................................................................... - 4 -
2.4 Cleaning ..................................................................................................... - 5 - Operation and Maintenance Plan 3010 N Alameda Street
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2.5 Maintenance Log ........................................................................................ - 5 -
3.1 Responsible Party .......................................... E rror! Bookmark not defined.
3.2 BMP Specific Information ............................... E rror! Bookmark not defined.
3.3 Regular Inspection .......................................... E rror! Bookmark not defined.
3.4 Cleaning ......................................................... E rror! Bookmark not defined.
3.5 Maintenance Log ............................................ E rror! Bookmark not defined.
Section 4.0 Operation & Maintenance Plan for Modular Wetland System E rror! Bookmark not defined.
4.1 Responsible Party .......................................... E rror! Bookmark not defined.
4.2 BMP Specific Information ............................... E rror! Bookmark not defined.
4.3 Regular Inspection .......................................... E rror! Bookmark not defined.
4.4 Cleaning ......................................................... E rror! Bookmark not defined.
4.5 Maintenance Log ............................................ E rror! Bookmark not defined.
Section 5.0 Operation & Maintenance Plan for FloGard InsertE rror! Bookmark not defined.
5.1 Responsible Party .......................................... E rror! Bookmark not defined.
5.2 BMP Specific Information ............................... E rror! Bookmark not defined.
5.3 Regular Inspection .......................................... E rror! Bookmark not defined.
5.4 Cleaning ......................................................... E rror! Bookmark not defined.
5.5 Maintenance Log ............................................ E rror! Bookmark not defined.
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Section 1.0 O peration and Maintenance Plan for
Source Control BMPs
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
S-1 Storm Drain
Message and
Signage
Inspect for legibility a minimum of
once per year.
Responsible Party:
Public Storage
Re-label/re-stencil as needed to
clearly depict signage.
Refer to LA County LID Manual
S-1 and CASQA BMP SD-13 for
additional information.
S-3 Outdoor Trash
Storage / Waste
Handling Area
Inspect the trash compactor area
and trash storage areas on a daily
basis for trash/debris, spills, broken
containers, etc. and that the lids
are closed.
Inspect the trash dumpster areas
monthly for leaks and other
structural damage and repair as
necessary.
Inspect the trash enclosures used
for food waste daily for leaks and
signs of vectors.
Responsible Party:
Public Storage
Pick up any trash off the ground
and place in appropriate
containers.
Trash dumpster pickup shall be
once per week, at minimum.
Refer to LA County LID Manual
S-3 and CASQA BMP SC-34 and
SD-32 for additional information.
S-8 Landscape Irrigation
Practices
Inspect irrigation equipment on a
monthly basis for proper operation.
Check water sensors, irrigation
heads, and timing.
Responsible Party:
Public Storage
Adjust irrigation heads and timers
as necessary
Repair or replace damaged
irrigation equipment and make
other repairs or adjustments as
necessary.
Landscape maintenance will be
conducted on a weekly basis.
Refer to LA County LID Manual
S-8 and CASQA BMP SD-12 for
additional information.
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
T-6 Proprietary Devices
– Modular Wetland
System (MWS)
Inspect annually or per
manufacturer’s requirements
whichever is more stringent.
Responsible Party:
Public Storage
Maintenance will occur as per
manufacturer’s instructions
included in Section E of this
document.
Remove trash/debris as
necessary.
Replace cartridge and drain down
filter media.
Trim vegetation.
Unit maintenance as required by
manufacturer.
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Section 2.0 O peration & Maintenance Plan for
Modular Wetland System Unit
2.1 R esponsible Party
Entity responsible for the long-term inspection and maintenance:
N
ame: Mark Kennedy
Title: Senior Vice President
Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Phone: (800) 688-8057
Source of Funding:
Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Phone: (800) 688-8057
2.2 B
MP Specific Information
BMP Type: Contech CMP Infiltration System
Model Footprint Location Quantity
Modular Wetland
System Unit
Model No.
MWS L-8-8
9’x9’ West side of the site 1 EA
2.3 Regular Inspection
The manufacturer recommends ongoing annual inspections of the accumulated sediment.
S
ediment deposition and transport may vary from year to year and inspections will help ensure that system is cleaned out at the appropriate time. Keep a record of each inspection.
System should be cleaned when inspection reveals that accumulated sediment or trash is clogging the discharge orifice. Should it be necessary to get inside the system to perform maintenance activities, all appropriate precautions regarding confined space entry and OSHA regulations should be followed. The site’s maintenance manager can then revise the inspection schedule based on experience or local requirements.
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2.4 C leaning
Schedule the cleanout during dry weather. Accumulated sediment and trash can typically be e
vacuated through the manhole over the outlet orifice. If maintenance is not performed as recommended, sediment and trash may accumulate in front of the outlet orifice. Manhole covers should be securely seated following cleaning activities.
2.5 M
aintenance Log
Keep a log of all inspections and maintenance performed on the CMP Retention system. The l
og should be kept on-site.
Operation and Maintenance Plan 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx F-1 2021-07-21
Modular Wetland System Unit Model No. MWS L-8-8 Inspection & Maintenance Log
_
_MWS Unit Location: _West Side of the Site________________
Date Depth of
Sediment
Accumulated
Trash
Maintenance
Performed
Maintenance
Personnel
Comments
APPENDIX E
Preliminary Hydrology Report and Preliminary Low Impact Development Report
PRELIMINARY HYDROLOGY REPORT
F
or:
Public Storage Compton
Project Site Location/Address:
Public Storage Compton
Compton, CA 90222
Prepared for:
Public Storage
701 Western Avenue
Glendale, CA 91201
Contact: Mark Kennedy
Tel: (800) 688-8057
Lead Agency:
City of Compton
205 S. Willowbrook Avenue
Compton, CA 90220
Prepared by:
DRC Engineering Inc.
160 South Old Springs Road #210
Anaheim Hills, CA 92808
Tel: (714) 685-6860
Contact: Chris McKee, P.E.
Prepared on: July 21, 2021
DRC Project No. 21-826
HYDROLOGY REPORT Public Storage Compton, Compton, CA
TABLE OF CONTENTS
SECTION I Introduction
SECTION II Discussion
SECTION III Hydrologic Analysis
SECTION IV Conclusions
A
TTACHMENT A Site Information
Location Map
Site Soil Type and Rainfall Intensity Map
ATTACHMENT B Hydrology Maps & Storm Drain Plans
Concept Grading Plan
Concept Utility Plan
ATTACHMENT C HydroCalc Results
Existing Site 25-Year Storm Event
Proposed Site 25-Year Storm Event
ATTACHMENT D Hydraflow Results
Existing Site 25-Year Storm Event
Proposed Site 25-Year Storm Event
Pr
oposed Detention System Hydrograph Analysis
HYDROLOGY REPORT Public Storage Compton, Compton, CA
SECTION I Introduction
The Public Storage Compton Project Site comprises approximately 1.99 acres of existing industrial development located at the southeast corner of N. Alameda Street and E. Weber Avenue in Compton, California. The Site is located approximately 0.7 miles south of CA Interstate 105. Improvements to the Site include the demolition and removal of all existing buildings, paved parking areas and paved drive aisles; and the construction of a new building, sidewalks landscaping, paved parking areas, paved drive aisles, a new underground storm drain system and installation of new underground utilities.
A total of 1.99 acres of area will be analyzed in this Hydrology report and will be referred to as “Site” throughout this report. This report has been prepared to compare the pre-construction (Existing Condition) and post-construction (Proposed Condition) hydrology conditions for peak storm water runoff rates within the 1.99-acre Site.
SECTION II Discussion
Existing Site Conditions: In the Existing Condition, the Site is relatively flat and generally surface drains from northeast to southwest, offsite and into the easterly existing curb and gutter within the public right- of-way of N. Alameda Street. Stormwater drains southerly along N. Alameda Street into a Los Angeles County Flood Control District (LACFCD) curb opening catch basin located approximately 1,000 feet south of the Project Site. The catch basin is connected to an existing LACFCD owned and maintained underground storm drain system that eventually discharges into the Compton Creek concrete-lined open channel.
Proposed Site Condition: The Proposed Project Site was designed to mitigate runoff from a 25-year frequency design storm event to satisfy the Urban Flood level of protection based on Section 4.3 of Los Angeles County Department of Public Works (LADPW) Hydrology Manual (January 2006 edition). The Project Site was designed so that the Proposed Peak Flow Rate, Q (cfs) discharging offsite does not exceed the Existing Peak Flow Rate, Q (cfs) in the 25-year storm event.
In the Proposed Condition, the Site drainage pattern will remain relatively the same. Paved areas will be graded to drain into proposed concrete gutters that convey flow into proposed grate inlet catch basins throughout the Site. Stormwater is conveyed toward a proposed proprietary biofiltration system (MWS Unit) designed to meet Low Impact Development (LID) Storm Water Quality Design Volume (SWQDv) requirements. From there, stormwater will flow into a proposed sump pump located at the west side of the Project Site. The sump pump will be designed to pump stormwater up to the surface and to flow westerly through a parkway drain offsite into the existing easterly curb & gutter on N. Alameda Street.
HYDROLOGY REPORT Public Storage Compton, Compton, CA
For stormwater flows generated during a 25-year storm event, it is anticipated that the proposed MWS Unit will become full and the full flow rate cannot pass through. The Site is designed such that stormwater will overflow from the southerly onsite grate inlet catch basins. This will create a situation in which temporary above-ground ponding will occur along the southerly proposed onsite curb & gutter. This pond acts as an above-ground detention system that is required in order to prevent the Proposed Peak Flow Rate from exceeding the Existing Peak Flow Rate in the 25-year storm event. The Site is graded so that the pond may overflow offsite from a proposed grate inlet at the west side of the Project Site into N. Alameda Street via parkway drain. Ultimately, the stormwater flows generated in the Proposed Condition drain to N.
Alameda Street, similar to the drainage pattern in the Existing Condition.
SECTION III Hydrologic Analysis
The hydrology calculations for the project are based on the LADPW Hydrology. Precipitation values and soil values have been interpolated from the LADPW’s website (http://dpw.lacounty.gov/wrd/hydrologygis/) and can be found in Appendix A of this report. Proposed site conditions are analyzed using the LA County HydroCalc software to compute pre-construction and post-construction flow rates for the 25-Year storm event. See Attachment C for output of the calculations.
The 25-Year storm event was analyzed as the design storm in accordance with LA County Hydrology Manual Urban Flood Protection requirements. The Proposed Project Site has a soil type of 006, and a 50-Year Isohyet of 6.0 inches of rainfall. The 25-year storm event on the Proposed Project Site was modeled with Autodesk Civil3D “Hydraflow” software. HydroCalc software was used to generate the 25-year, 24-hour storm event hydrograph for the overall Proposed Site.
The Project Site features onsite ponding for detention. The total ponding volume is based on the high point at the southwest corner of the Site and the outlet point at the west side of the Site. This volume is equal to 466 cubic-feet and was calculated with a volume comparison surface in Autodesk Civil3D software.
The detention pond was modeled in Hydraflow.
The Project Site features a catch basin that is designed to overflow into a parkway drain that will be 3- inches in height and 48-inches in width. The parkway drain was modeled as an outlet orifice for the detention pond in Hydraflow. The catch basin includes a sump pump that is designed to pump stormwater generated from lower flows offsite. This was modeled as a 3-inch diameter outlet orifice in Hydraflow.
After modeling the 25-year, 24-hour storm, the detention pond, and the outlet orifice, Hydraflow is able to calculate the Peak flow runoff for the Project Site. Results are shown in the following pages.
HYDROLOGY REPORT Public Storage Compton, Compton, CA
Existing (Pre-Construction) Conditions: The Existing Project Site area can be analyzed as one (1) drainage area. The longest existing flow path of the drainage area was selected and an average slope of the path calculated. The Hydrocalc results of the drainage area calculations are shown in Attachment C of this report and are summarized in Table A below.
TABLE A: Existing Condition Hydrocalc Drainage Summary
Existing Condition
Drainage Subarea
Area Pervious Area Impervious Area 25-year Storm
acres acres %
Subarea acres %
Subarea
Q
(cfs)
Vol (cu-
ft)
Project Site 1.99 0.000 0.00% 1.99 100.00% 5.167 33,966
Proposed (Post-Construction) Conditions: The Proposed Project Site area can be analyzed as one (1) drainage area. The longest existing flow path of the drainage area was selected and an average slope of the path calculated. The Hydrocalc results of the drainage area calculations are shown in Attachment C of this report and are summarized in Table B below.
TABLE B: Proposed Condition Hydrocalc Drainage Summary
Proposed Condition
Drainage Subarea
Area Pervious Area Impervious Area 25-year Storm
acres acres %
Subarea acres %
Subarea
Q
(cfs)
Vol (cu-
ft)
Project Site 1.99 0.292 14.68% 1.70 85.32% 5.566 30,005
The Proposed Project Site was designed so that the Peak Flow Rate, Q (cfs) in the Proposed Condition does not exceed Q (cfs) in the existing condition. Therefore, the Site features an underground storm drain system, a sump pump to discharge smaller flows, an overflow catch basin with parkway drain to discharge peak flows, and onsite grading that allows for temporary above-ground ponding. The features listed above were modeled in Hydraflow and the results are summarized in Table C below. Calculations are shown in Attachment C of this report.
TABLE C: Proposed Condition Hydraflow Results (with Detention) Proposed Condition with Detention
Drainage Subarea Calculated Peak
Flow Q (cfs)
Max Ponding
Depth (ft)
Storage Provided
(cu-ft)
Storage Used
(cu-ft)
Project Site 4.284 0.86 466 423
HYDROLOGY REPORT Public Storage Compton, Compton, CA
SECTION IV Conclusions
A hydrology study was completed to satisfy the Urban Flood level of protection for the Project Site. In the pre-construction (Existing) condition, the Site discharges stormwater into the existing easterly curb & gutter on N. Alameda Street. In the post-construction (Proposed) condition, the Project Site is designed so that the calculated peak flow discharge from does not exceed peak flow discharge in the Existing Condition for the 25-year, 24-hour storm event. In order to satisfy this requirement, the Project Site is designed to implement an underground storm drain system, a proposed proprietary biofiltration unit to meet LID requirements, a sump pump to discharge smaller flows, an onsite grading design that allows for temporary above-ground ponding and an overflow catch basin with parkway drain to discharge peak flows.
TABLE C: Proposed Condition Hydraflow Results (with Detention) Proposed Condition with Detention
Drainage Subarea Calculated Peak
Flow Q (cfs)
Max Ponding
Depth (ft)
Storage Provided
(cu-ft)
Storage Used
(cu-ft)
Project Site 4.284 0.86 466 423
TABLE D: Summary of Results
25-year storm
Drainage
Subarea
Existing
Condition
Q (cfs)
[Hydrocalc]
Proposed Condition
Q (cfs)
[Hydrocalc]
Proposed Condition with Detention
Q (cfs)
[Hydraflow]
Project Site 5.167 5.566 4.284
In conclusion, the Urban Flood level of protection is
met by reducing the Proposed Condition peak
discharge, Q (cfs) with the implementation of the underground storm drain system, an onsite above-ground temporary storage of 466 cubic feet and 3-inch tall by 48--inch wide parkway drain discharge outlet. The location of the proposed parkway drain discharge outlet is shown on Concept Utility Plan in Appendix B of this Hydrology Report. Los Angeles County Hydraflow calculations are shown in Appendix C; and Civil 3D Hydraflow Hydrograph calculations are shown in Appendix D of this Hydrology Report.
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT A Site Information
Location Map
Site Soil Type and Rainfall Intensity Map
HYDROLOGY REPORT Public Storage Compton, Compton, CA
LOCATION MAP
SITE LOCATION
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT B Storm Drain Plans
Conceptual Grading Plan
Conceptual Utility Plan
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT C HydroCalc Results
Existing Site – 25-Year Storm Event
P
roposed Site – 25-Year Storm Event
Peak Flow Hydrologic Analysis
File location: M:/2021/21-826 Compton/HM/21-826 PS Compton - Site 25yr.pdf Version: HydroCalc 0.3.1-beta
Input Parameters
Project Name 21-826 PS Compton
Subarea ID SITE
Area (ac) 1.99
Flow Path Length (ft) 250.0
Flow Path Slope (vft/hft) 0.003
50-yr Rainfall Depth (in) 6.0
Percent Impervious 1.0
Soil Type 2
Design Storm Frequency 25-yr
Fire Factor 0
LID False
Output Results
Modeled (25-yr) Rainfall Depth (in) 5.268
Peak Intensity (in/hr) 2.8849
Undeveloped Runoff Coefficient (Cu) 0.8786
Developed Runoff Coefficient (Cd) 0.9
Time of Concentration (min) 6.0
Clear Peak Flow Rate (cfs) 5.1669
Burned Peak Flow Rate (cfs) 5.1669
24-Hr Clear Runoff Volume (ac-ft) 0.7798
24-Hr Clear Runoff Volume (cu-ft) 33965.9721
Peak Flow Hydrologic Analysis
File location: M:/2021/21-826 Public Storage Compton/HM/Hydrocalc/21-826 PS Compton - Site Prop 25yr.pdf Version: HydroCalc 0.3.1-beta
Input Parameters
Project Name 21-826 PS Compton
Subarea ID Site
Area (ac) 1.99
Flow Path Length (ft) 140.0
Flow Path Slope (vft/hft) 0.01
50-yr Rainfall Depth (in) 6.0
Percent Impervious 0.85
Soil Type 6
Design Storm Frequency 25-yr
Fire Factor 0
LID False
Output Results
Modeled (25-yr) Rainfall Depth (in) 5.268
Peak Intensity (in/hr) 3.143
Undeveloped Runoff Coefficient (Cu) 0.8323
Developed Runoff Coefficient (Cd) 0.8898
Time of Concentration (min) 5.0
Clear Peak Flow Rate (cfs) 5.5657
Burned Peak Flow Rate (cfs) 5.5657
24-Hr Clear Runoff Volume (ac-ft) 0.6888
24-Hr Clear Runoff Volume (cu-ft) 30004.8003
HYDROLOGY REPORT Public Storage Compton, Compton, CA
ATTACHMENT D Hydraflow Results
Existing Site – 25-Year Storm Event
P
roposed Site – 25-Year Storm Event
Proposed Detention System Hydrograph Analysis
Hydrograph Report
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Hyd. No. 3
25-yr Proposed
Hydrograph type = Manual Peak discharge = 5.570 cfs
Storm frequency = 25 yrs Time to peak = 19.25 hrs
Time interval = 5 min Hyd. volume = 30,141 cuft
1 0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q
(cfs)
0.00 0 .00
1.00 1 .00
2.00 2 .00
3.00 3 .00
4.00 4 .00
5.00 5 .00
6.00 6 .00
Q (cfs)
Time (hrs)
25-yr Proposed
Hyd. No. 3 -- 25 Year
Hyd No. 3
Hydrograph Report
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Hyd. No. 6
25yr Prop (Ponding)
Hydrograph type = Reservoir Peak discharge = 4.284 cfs Storm frequency = 25 yrs Time to peak = 19.25 hrs
Time interval = 5 min Hyd. volume = 30,143 cuft
Inflow hyd. No. = 3 - 25-yr Proposed Max. Elevation = 100.86 ft Reservoir name = Ponding Max. Storage = 423 cuft
Storage Indication method used.
1 0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q
(cfs)
0.00 0 .00
1.00 1 .00
2.00 2 .00
3.00 3 .00
4.00 4 .00
5.00 5 .00
6.00 6 .00
Q (cfs)
Time (hrs)
25yr Prop (Ponding)
Hyd. No. 6 -- 25 Year
Hyd No. 6 Hyd No. 3
Total storage used = 423 cuft
Pond Report 2
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Pond No. 5 - Ponding
Pond Data
UG Chambers -Invert elev. = 100.00 ft, Rise x Span = 1.00 x 1.00 ft, Barrel Len = 593.00 ft, No. Barrels = 1, Slope = 0.00%, Headers = No Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 100.00 n/a 0 0
0.10 100.10 n/a 24 24
0.20 100.20 n/a 42 66
0.30 100.30 n/a 51 118
0.40 100.40 n/a 56 174
0.50 100.50 n/a 59 233
0.60 100.60 n/a 59 292
0.70 100.70 n/a 56 348
0.80 100.80 n/a 51 400
0.90 100.90 n/a 42 442
1.00 101.00 n/a 24 466
Culvert / Orifice Structures W eir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise (in) = 3.00 3.00 Inactive Inactive
Span (in) = 3.00 48.00 24.00 0.00
No. Barrels = 1 1 1 0
Invert El. (ft) = 100.00 100.00 100.00 0.00
Length (ft) = 10.00 10.00 10.00 0.00
Slope (%) = 0.20 0.50 0.50 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60
Multi-Stage = n/a No No No
Crest Len (ft) Inactive Inactive Inactive Inactive
Crest El. (ft) = 0.00 0.00 0.00 0.00
Weir Coeff. = 3.33 3.33 3.33 3.33
Weir Type = Rect --- --- ---
Multi-Stage = No No No No
Exfil.(in/hr) = 0.000 (by Wet area)
TW Elev. (ft) = 0.00
Note: Culvert/Orifice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (s).
0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50 5.00
S
tage (ft)
0.00 1 00.00
0.20 1 00.20
0.40 1 00.40
0.60 1 00.60
0.80 1 00.80
1.00 1 01.00
1.20 1 01.20
1.40 1 01.40
1.60 1 01.60
1.80 1 01.80
2.00 1 02.00
Elev (ft)
Discharge (cfs)
Stage / Discharge
Total Q
Hydrograph Report
H
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2020.4 Wednesday, 07 / 21 / 2021 Hyd. No. 1
25-yr Existing
Hydrograph type = Manual Peak discharge = 5.170 cfs
Storm frequency = 25 yrs Time to peak = 19.25 hrs
Time interval = 5 min Hyd. volume = 33,921 cuft
1 0 2 4 6 8 10 12 14 16 18 20 22 24 26
Q
(cfs)
0.00 0 .00
1.00 1 .00
2.00 2 .00
3.00 3 .00
4.00 4 .00
5.00 5 .00
6.00 6 .00
Q (cfs)
Time (hrs)
25-yr Existing
Hyd. No. 1 -- 25 Year
Hyd No. 1
PRELIMINARY LOW IMPACT DEVELOPMENT
(
PRELIMINARY LID)
For:
Public Storage Compton
Project Site Location/Address:
3010 N Alameda Street
Compton, CA 90222
Prepared for:
Public Storage
701 Western Avenue
Glendale, CA 91201
Contact: Mark Kennedy
Tel: (800) 688-8057
Lead Agency:
City of Compton
205 S. Willowbrook Avenue
Compton, CA 90220
Prepared by:
DRC Engineering Inc.
160 South Old Springs Road #210
Anaheim Hills, CA 92808
Tel: (714) 685-6860
Contact: Chris McKee, P.E.
Prepared on: July 21, 2021
DRC Project No. 21-826
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
P
roject Owner’s Certification
I certify under penalty of law that this document and all attachments were prepared under my jurisdiction o
r supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or person who manage the system or those persons directly responsible for gathered the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.
Owner’s Name:
Mark Kennedy
Owner’s Title: Senior Vice President
Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Email: [email protected]
Telephone No: (800) 688-8057
Signature: Date:
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
P
reparer (Engineer) Certification
En
gineer’s Name: Chris McKee, P.E.
Engineer’s Title: Project Manager
Company: DRC Engineering Inc.
Address: 160 South Old Springs Road #210, Anaheim Hills, CA 92808 Email: [email protected]
Telephone No: (714) 685-6860
I hereby certify that this Low Impact Development Plan is in compliance with, and meets the requirements set forth in, Order No. R4-2012-0175, of the Los Angeles Regional Water Quality Control Board.
Engineer’s
Signature: Date: 7/7/2021
Place Stamp Here:
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
Table of Contents
S
ection 1.0 Discretionary Permit(s) and Water Quality Conditions 1
1.1 Introduction ..................................................................................................... 1 Section 2.0 Project Description 2
2.1 Project Information ......................................................................................... 2
2.2 Location .......................................................................................................... 2
2.3 Site Plan ......................................................................................................... 2 Section 3.0 Site Description 4
3.1 Watershed ...................................................................................................... 4
3.2 Site Information .............................................................................................. 4
3.3 Drainage Pattern ............................................................................................ 4 3 .3.1 Existing Condition .........................................................................................4
3.3.2 Proposed Condition ......................................................................................4
3.4 Pollutants of Concern ..................................................................................... 5 3 .4.1 Anticipated Pollutants ...................................................................................5
3.4.2 303(d) List of Water Quality Limited Segments .............................................5
3.5 Hydrologic Conditions of Concern .................................................................. 6 Section 4.0 Best Management Practices (BMPs) 7
4.1 Source Control BMPs ..................................................................................... 7
4.2 Site Design BMPs ........................................................................................... 9
4.3 Stormwater Quality Control BMPs ................................................................ 10 Section 5.0 Inspection/Maintenance Responsibility for BMPs 1 2
5.1 Responsible Parties ...................................................................................... 12
5.2 Reporting ...................................................................................................... 12 Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
M:\2021\21-826 Public Storage Compton\LID\21826 LID.docx 2021-07-21
5.2.1 I nspection Records ..................................................................................... 12
5.2.2 Maintenance Requirements ........................................................................ 12
5.2.3 Revisions to the LID .................................................................................... 14 Section 6.0 Funding 1 5
6.1 Funding ......................................................................................................... 15 Appendix A Location Map, Concept Grading Plan, and Concept Utility Plan A-1 Appendix B Master Covenant and Agreement B -1
Appendix C Educational Materials C -1
After the Storm – A Citizen’s Guide to Understanding Stormwater ...................... C-2 Protecting Water Quality from Urban Runoff ....................................................... C-3 Preventing Pollution through Efficient Use .......................................................... C-4 Gardening Tips .................................................................................................... C-5 Pesticide Tips ...................................................................................................... C-6 Recycling Tips ..................................................................................................... C-7 County of Los Angeles LID Fact Sheets .............................................................. C-8 Appendix D LID Calculations D -1
Appendix E Design Drawings E -1
Appendix F Operation and Maintenance (O&M) Plan F- 1
OPERATION AND MAINTENANCE PLAN 6 -i
2.1 Responsible Party ...................................................................................... - 4 -
2.2 BMP Specific Information ........................................................................... - 4 -
2.3 Regular Inspection ...................................................................................... - 4 -
2.4 Cleaning ..................................................................................................... - 5 -
2.5 Maintenance Log ........................................................................................ - 5 -
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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Section 1.0 D iscretionary Permit(s) and Water
Quality Conditions
1.1 I ntroduction
In accordance with the General Permit issued under the National Pollutant Discharge E
limination System (NPDES) and the municipal storm water NPDES Permit No. CAS004001 issued to Los Angeles County and 84 cities (Permittees) by the Los Angeles Regional Water Quality Control Board on December 13, 2001 under Order No. 01-182, this Low Impact Development has been developed to meet the objectives listed below. All pollutants and their sources, including sources of sediment associated with construction, construction site erosion and all other activities associated with construction activity are controlled. Identify pollutant sources that could affect the quality of storm water discharges. Identify non-storm water discharges.
Identify, construct, and implement Best Management Practices (BMPs) to reduce p
ollutants in storm water discharges from the site after construction. Develop a maintenance schedule for BMPs designed to reduce or eliminate p
ollutants after construction is completed (post-construction BMPs).
On November 8, 2012, the Regional Water Board adopted Order No. R4-2012-0175 (2012 MS4 Permit), which replaced the 2001 MS4 Permit. The most significant difference between the two MS4 permits is that the 2012 MS4 Permit requires new development and redevelopment projects in general, to retain, on-site, a specified volume of stormwater runoff (the Stormwater Quality Design Volume [SWQDv]) from a design storm event.
Preparation of this Low Impact Development (LID) is required by the City of Compton and shall comply with the City of Compton Storm Water Program supplementing the Low Impact Development (LID) and the Report of Waste Discharge (ROWD) adopted by the County of City of Compton. The City of Compton County Storm Water Program, LID, and ROWD are part of a countywide storm water pollution control effort adopted to comply with the National Pollution Discharge Elimination System (NPDES) General Permit adopted by the California State Water Resources Control Board.
The objective of this LID is to identify pollutant sources associated with business operations that may affect the quality of discharges of storm water from the site and to specify storm water pollution prevention measures to reduce potential pollutant discharges. These prevention measures are referred to as Best Management Practices or BMPs. Non- structural BMPs include such practices as spill prevention, outdoor loading/unloading, waste handling and disposal, and drainage system maintenance. Structural BMPs may include underground infiltration basins, vortex separators, proprietary control measures, and similar mechanisms as deemed appropriate.
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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Section 2.0 P roject Description
2.1 P roject Information
Owner: P ublic Storage
Site Address: 3010 N Alameda Street
Compton, CA 90222
Project Area: 1.99 acres (Total Disturbed Area = 1.99 acres) Proposed Use: Industrial
SIC Codes: 4225
MS4 Project Type: Industrial
2.2 L
ocation
The proposed project is the Public Storage Compton located in Compton, CA, at 3010 N A
lameda Street, as shown on the location map in Appendix A. The Project Site is located at the southeast corner of N. Alameda Street and E. Weber Avenue. On the east and south sides of the Site are developed industrial lots. The latitude and longitude of the Site are 33°55'10.14"N and 118°13'22.68"W.
2.3 S ite Plan
The Proposed Project will disturb 100% of the Site and the proposed construction will i
nclude the removal of all existing buildings and pavement, and the construction of one (1) three-story self-storage facility with parking areas, drive aisles, landscape planters, an underground storm drain system and proposed Modular Wetland System Unit to meet LID stormwater treatment requirements.
Plants with similar and low irrigation requirements and/or California native plant species will be chosen for efficient irrigation purposes.
The Concept Grading Plan and Concept Utility Plan illustrating the Project Site can be found in Appendix A of this document.
A trash enclosure is proposed on the southeast corner of the Project Site. Per Los Angeles County LID Manual dated February 2014, a screen or wall around trash storage area should be installed to prevent off-site transport of loose trash and waterproof lids on bins/dumpsters should be used or a roof to cover storage area enclosure should be provided to prevent precipitation from entering containers. The trash enclosure will be graded to direct storm water away from the bins.
Typical wastes generated from a self-storage warehouse facility include paper, food waste, containers and packing material. The ordinary wastes will be picked up by local waste management company on a weekly basis.
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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Routinely conducted outdoor activities include the ground and landscape maintenance, l
oading and unloading of materials.
Materials or products will be loaded and unloaded only at the designated loading areas and will not be stored outdoors.
The storm water generated from the new parking areas, drive aisles and from the rooftop of the proposed building will drain into the proposed storm drain inlets that are connected to the proposed Underground Detention System.
The stencil approved by County of Los Angeles will be
installed at the proposed inlets. An
example of the approved stencil is included with the County of Los Angeles LID Fact Sheets for S-1 in Appendix C.
Refer to Section 5.0 of this LID for entities that will be responsible for implementing each BMP.
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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Section 3.0 S ite Description
3.1 W atershed
Los Angeles River Watershed
R
WQCB: Los Angeles Regional Water Quality Control Board
320 W. 4th Street, Suite 200, Los Angeles, CA 90013
3.2 S ite Information
Site Address: 3 010 N Alameda Street
Compton, CA 90222
Existing Land Use: Industrial
Proposed Land Use: Industrial
Soil Types: 006
Hydrologic Concerns: No
Receiving Waters: Compton Creek, Los Angeles River Reach 1 (Estuary to Carson Street), Los Angeles River Estuary (Queensway Bay), San Pedro Bay Near/Off Shore Zones,
3.3 D rainage Pattern
The Project Site is located within the Los Angeles River Watershed.
3.3.1 Existing Condition
The Project Site is currently fully developed with multiple buildings, drive aisles and parking a
reas. The Site relatively flat and generally surface drains from northeast to southwest, offsite and into the easterly existing curb and gutter within the public right-of-way of N Alameda Street. Stormwater drains southerly along N Alameda Street into a Los Angeles County Flood Control District (LACFCD) curb opening catch basin located approximately 1,000 feet south of the Project Site. The catch basin is connected to an existing LACFCD 36-inch to 66-inch reinforced concrete pipe (RCP) storm drain system. The LACFCD RCP storm drain is connected to a series of reinforced concrete box (RCB) storm drains that discharges into the Compton Creek concrete-lined open channel.
3.3.2 Proposed Condition
In the developed condition, a new storm drain system will be constructed. Proposed grate i
nlet catch basins located in the paved areas within proposed concrete gutters will collect storm water. Stormwater will flow into a proposed underground storm drain system. The storm drain system will convey flows toward the proposed Modular Wetland System Unit Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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(MWS Unit) to meet Storm Water Quality Design Volume (SWQDv). From there, stormwater w
ill flow into a proposed sump pump located at the west side of the Project Site. The sump pump will be designed to pump stormwater up to the surface and to flow westerly through a parkway drain offsite into the existing easterly curb & gutter on N Alameda Street.
For a higher flow condition generated from the 25-year storm event, it is anticipated that the proposed MWS Unit will become full and cannot mitigate the full flow rate. In this condition, the storm drain system and Project Site is designed so that the storm drain system will overflow from the southwesterly onsite grate inlet catch basin and drain westerly offsite into N. Alameda Street, maintaining the existing condition’s drainage pattern.
Refer to the Concept Grading Plan and Concept Utility Plan in Appendix A for drainage patterns and calculations in Appendix D for more details.
3.4 P
ollutants of Concern
3.4.1 Anticipated Pollutants
Anticipated pollutants associated with this development include suspended solid/sediments, n
utrients, metals, pathogens, pesticides, oil and grease, organic compounds, trash and debris, oil and grease.
3.4.2 303(d) List of Water Quality Limited Segments
303(d) List & TMDL
Compton Creek
Benthic-Macroinvertebrate Bioassessments (TMDL completion 2021) Coliform Bacteria (TMDL completion 2009)
Copper (TMDL approval 2005)
Lead (TMDL approval 2005)
pH (TMDL approval 2004)
Trash (TMDL approval 2008)
Los Angeles River Reach 1 (Estuary to Carson Street)
Ammonia (TMDL approval 2004)
Cadmium (TMDL approval 2005)
Coliform Bacteria (TMDL completion 2009)
Copper, Dissolved (TMDL approval 2005)
Cyanide (TMDL completion 2019)
Diazinon (TMDL completion 2019)
Lead (TMDL approval 2005)
Nutrients (Algae) (TMDL approval 2004)
pH (TMDL approval 2003)
Trash (TMDL approval 2008)
Zinc, Dissolved (TMDL approval 2005)
Los Angeles River Estuary (Queensway Bay)
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Chlordane (sediment) (TMDL completion 2019)
D
DT (sediment) TMDL completion 2019)
PCBs (TMDL completion 2019)
Sediment Toxicity (TMDL completion 2019)
Trash (TMDL approval 2008)
San Pedro Bay Near/Off Shore Zones
Chlordane (sediment) (TMDL completion 2019)
DDT (tissue & sediment) TMDL completion 2019)
PCBs (TMDL completion 2019)
Sediment Toxicity (TMDL completion 2009)
3.5 H
ydrologic Conditions of Concern
The project is a redevelopment project that will result in replacing more than 5.000 square f
eet of impervious surface on a site that was previously developed with more than 10,000 square feet area. As described in Section 2 of the County of Los Angeles Department of Public Works Low Impact Development Manual adopted in February 2014, the project is a designated project.
The project is a “redevelopment of a previously developed site in an urbanized area” and the new layout will increase the landscape areas from the existing less than 1% to approximately 15% of the site. The project meets one of the LID manual Section 8.2 Exemptions to Hydromodification Requirements:
“Redevelopment of a previously developed site in an urbanized area that does not increase the effective impervious area or decrease the infiltration capacity of pervious areas compared to the pre-project conditions.”
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Section 4.0 B est Management Practices (BMPs)
4.1 S ource Control BMPs
The following tables show source control BMPs included in this project and those that were n
ot included.
Source Control BMPs
B
MP Name
Included
If not applicable, state brief
reason Yes No
S-1 Storm Drain Message and
Signage
S-2 Outdoor Material Storage
Area N ot proposed
S-3 Outdoor Trash Storage /
Waste Handling Area
S-4 Outdoor Loading / Unloading
Dock Area N ot proposed
S-5 Outdoor Vehicle / Equipment
Repair / Maintenance Area N ot proposed
S-6 Outdoor Vehicle / Equipment
Accessory Wash Area N ot proposed
S-7 Fuel & Maintenance Area N ot proposed
S-8 Landscape Irrigation Practices
S-9 Building Materials Selection
S-10 Animal Care and Handling
Facilities N ot proposed
S-11 Outdoor Horticulture Areas N ot proposed
S-1 Storm Drain Messaged and Signage
P
hrase “No Dumping – Flows to Ocean” or equally effective phrase, as approved by the NPDES General Committee, is to be stenciled on catch basins to alert the public as to the destination of pollutants discharged into storm drains. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SD-13 fact sheets for more details. An example of the stenciling accepted by County of Los Angeles is included in Appendix C of this document.
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S-3 Outdoor Trash Storage / Waste Handling Area
T
rash container areas shall be screened or walled to prevent the transportation of trash offsite. The property owner is responsible for the maintenance of the trash container areas. Recycle materials whenever possible. Cover waste containers with leak proof lids or some other means. The waste containers must be covered except when in use.
Check containers weekly for leaks and to ensure that lids are on tightly. Sweep and clean the storage area regularly and do not hose down the area to a storm drain.
Ensure that only appropriate solid wastes are added to the solid waste container.
Certain wastes such as hazardous wastes, appliances, fluorescent lamps, pesticides, etc. may not be disposed of in solid waste containers. Hazardous waste must be disposed of by a licensed hazardous waste hauler. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SC-34 and SD-32 fact sheets for more details. S-8 Landscape Irrigation Practices
T
he irrigation system for the proposed landscape areas will be designed to minimize runoff of excess irrigation water by providing reducers or shutoff valves, using timing and application methods, using mulches in planter areas, selecting and grouping appropriate plant materials. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SD-12 fact sheets for more details.
S-9 Building Materials Selection
P
romote the use of less harmful products and products that contain little or no TMDL pollutants. Refer to California Stormwater BMP Handbook, BMP SC-35 fact sheets, for details. Refer to fact sheets in Appendix D of the County of Los Angeles Low Impact Development Standard Manual and California Stormwater BMP Handbook, BMP SC-35 and SD-21 fact sheets for more details.
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4.2 S ite Design BMPs
The following table shows site design BMPs that are included, if any, in this project. A d
escription of each BMP to be included follows:
Site Design BMPs
T
echnique
Included? Reason for Not Being
Implemented
Yes No
Site Planning X
Protect and Restore Natural
Areas X The site is previously developed; no
natural area to be protected
Minimize Land Disturbance X The entire site has been previously developed
Minimize Impervious Area X
Site Planning
P
roject applicants must implement a holistic approach to site design in order to develop a more hydraulically-functional site, help to maximize the effectiveness of on-site retention, and integrate stormwater management throughout the project site. Early project site planning can identify physical site constraints, reduce costs of downstream stormwater quality control measures, and prevent potential project site re-design. Distribute, if feasible, stormwater quality control measures throughout the project site. Minimize Impervious Area
L
andscaped areas are proposed to increase the pervious areas.
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4.3 S tormwater Quality Control BMPs
The following table shows stormwater quality control BMPs that are included in this project.
BMP N ame Included? If not applicable, state brief reason Yes No RET-1 Bioretention X Landscape areas are too narrow to provide retention
RET-2 Infiltration Basin X On-site infiltration tests showed next to zero infiltration rates
RET-3 Infiltration Trench X On-site infiltration tests showed next to zero infiltration rates
RET-4 Dry Well X On-site infiltration tests showed next to zero infiltration rates
RET-5 Permeable pavement
without an Underdrain
X
The project is to construct loading docks and
parking areas for semi-trailer trucks. The heavy
loading of the trucks will likely damage
permeable pavement and demolish the
functionality of the pavement
RET-6 Rain Barrel / Cistern X
To use rain barrel/cistern, a pump will need to be
installed. The pump will require additional pipe
lines and maintenance.
BIO-1 Biofiltration x On-site infiltration tests showed next to zero infiltration rates
VEG-1 Green Roof X No building is proposed
VEG-2 Stormwater Planter X
Planters are proposed. However, due to the
grading, the majority of the storm water will drain
away from the planters that can be considered as
stormwater planter
VEG-3 Tree-well Filter X
Planters are proposed. However, due to the
grading, the majority of the storm water will drain
away from the planters that are large enough to
be tree-well filters
VEG-4 Vegetated Swales X Landscape areas are too narrow to construct swales
VEG-5 Vegetated Filter Strip X Landscape areas are too narrow to construct filter strips
T-1 Sand Filter X Proprietary biofiltration will be used T-2 Constructed Wetland X Landscape areas are too narrow to function as wetlands
T-3 Extended Detention
Basin X Landscape areas are too narrow to function as
basins
T-4 Wet Pond X Landscape areas are too narrow to function as ponds
T-5 Permeable Pavement
with an Underdrain X
The project is to construct loading docks and
parking areas for semi-trailer trucks. The heavy
loading of the trucks will likely damage
permeable pavement and demolish the
functionality of the pavement
T-6 Proprietary Treatment
Control Measures X
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T-6 Proprietary Treatment Control Measures
P
roprietary devices are commercial products that typically aim at providing stormwater treatment in space-limited applications, often using patented innovative technologies.
The most common encountered classes of proprietary stormwater quality control measures include hydrodynamic separation, catch basin insert technologies, cartridge filter-type controls, and proprietary biotreatment devices.
Modular Wetland System (MWS) is a proprietary biotreatment with cartridges for pre- filtering. BioClean, the manufacturer of MWS units, lists MWS unit performance as follows:
- 66% removal of dissolved zinc
- 69% removal of total zinc
- 38% of dissolved copper
- 85% removal of TSS
- 100% removal of trash
- 45% removal of nitrogen
- 50% removal of total copper
- 95% removal of motor oil
- 67% removal of ortho phosphorus
- 64% removal of total phosphorus
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Public Storage Compton Compton, CA
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Section 5.0 I nspection/Maintenance
Responsibility for BMPs
5.1 R esponsible Parties
The following entity is responsible for the implementation of this LID for the onsite areas, i
ncluding the long-term inspection and maintenance of all structural source control BMPs and all treatment control BMPs:
Entity: Public Storage
Address: 701 Western Avenue, Glendale, CA, 91201
Telephone: (800) 688-8057
The owner may employ property managers to assist in implementing, monitoring and reporting the BMPs outlined in this LID for operating facilities to ensure compliance with the provisions of LID including storm water control permitting requirements for new developments. See Appendix B for the Master Covenant and Agreement.
5.2 R
eporting
5.2.1 Inspection Records
The owner of the property shall be responsible for completing and maintaining inspection r
eports that include the date of the inspection, the name of the person who performed the inspection, the observations made, and any actions taken. Records shall be maintained for five years. The records shall be available for inspection upon request of the city engineer, Regional Water Control Board, or the designated city representative.
See the BMP Maintenance Responsibility/Frequency Matrix in this section for details on the party responsible for each BMP and the frequency of action with respect to that BMP.
5.2.2 Maintenance Requirements
Maintenance and cleaning of the proprietary treatment control BMPs shall be in accordance w
ith the manufacturer’s recommendations. At a minimum, the proprietary treatment control BMPs shall be inspected and maintained once prior to the rainy season, once during the rainy season, and once after the rainy season (generally accepted as October 1st through A
pril 30th). All BMPs shall be inspected and maintained according to the Maintenance R
esponsibility/Frequency Matrix below.
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Public Storage Compton Compton, CA
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
S-1 Storm Drain
Message and
Signage
Inspect for legibility a minimum of
once per year.
Responsible Party:
Public Storage
Re-label/re-stencil as needed to
clearly depict signage.
Refer to LA County LID Manual
S-1 and CASQA BMP SD-13 for
additional information.
S-3 Outdoor Trash
Storage / Waste
Handling Area
Inspect the trash compactor area
and trash storage areas on a daily
basis for trash/debris, spills, broken
containers, etc. and that the lids
are closed.
Inspect the trash dumpster areas
monthly for leaks and other
structural damage and repair as
necessary.
Inspect the trash enclosures used
for food waste daily for leaks and
signs of vectors.
Responsible Party:
Public Storage
Pick up any trash off the ground
and place in appropriate
containers.
Trash dumpster pickup shall be
once per week, at minimum.
Refer to LA County LID Manual
S-3 and CASQA BMP SC-34 and
SD-32 for additional information.
S-8 Landscape Irrigation
Practices
Inspect irrigation equipment on a
monthly basis for proper operation.
Check water sensors, irrigation
heads, and timing.
Responsible Party:
Public Storage
Adjust irrigation heads and timers
as necessary
Repair or replace damaged
irrigation equipment and make
other repairs or adjustments as
necessary.
Landscape maintenance will be
conducted on a weekly basis.
Refer to LA County LID Manual
S-8 and CASQA BMP SD-12 for
additional information.
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
T-6 Proprietary Devices
– Modular Wetland
System (MWS)
Inspect annually or per
manufacturer’s requirements
whichever is more stringent.
Responsible Party:
Public Storage
Maintenance will occur as per
manufacturer’s instructions
included in Section E of this
document.
Remove trash/debris as
necessary.
Replace cartridge and drain down
filter media.
Trim vegetation.
Unit maintenance as required by
manufacturer.
5.2.3 Revisions to the LID
Revisions to the LID in the event of a substantial change to the project due to construction m
odifications or uses at the site will be the responsibility of Public Storage. Modifications to the LID may be necessary if project changes result in a potential increase in pollutant discharge to storm water or if inspection and monitoring indicates that existing BMPs are ineffective. Public Storage shall secure the services of the firm that prepared the original LID or other qualified persons to make any appropriate changes, additions or deletions. Any revisions shall require approval by the local government that has jurisdiction over the subject property.
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Section 6.0 F unding
6.1 F unding
The property owner will be responsible for the funding of post construction BMPs and p
roposed annual operating budget:
Public Storage
701 Western Avenue
Glendale, CA 91201
Mark Kennedy, Senior Vice President
(800) 688-8057
Annual budget for BMP maintenance is to be determined. A copy of annual budget for Public Storage Compton will be included in this section once available.
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Appendix A L ocation Map, Concept
Grading Plan, and Concept
Utility Plan
Low Impact Development 3010 N Alameda Street
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Figure 1A: Location Map
SITE LOCATION
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
E. WEBER AVENUE
N. ALAMEDA STREET
NOT FOR CONSTRUCTION
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Public Storage Compton Compton, CA
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Appendix B M aster Covenant and
Agreement
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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(
Documents to be inserted in final report.)
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Appendix C E ducational Materials
T
he following is a list of the educational materials that pertain to this project and are included in this appendix:
After the Storm – A Citizen’s Guide to Understanding Stormwater Protecting Water Quality from Urban Runoff
Preventing Pollution through Efficient Water Use
Gardening Tips
Pesticide Tips
Recycling Tips
County of Los Angeles LID Fact Sheets
S-1 – Storm Drain Message and Signage
S-3 – Outdoor Trash Storage / Waste Handling Area
S-8 – Landscape Irrigation Practices
S-9 – Building Materials Selection
T-6 – Proprietary Devices
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A
FTER THE STORM – A CITIZEN’S GUIDE TO UNDERSTANDING STORMWATER
What is stormwater runoff?
Why is stormwater runoff
a problem?
The effects of pollution
Stormwater runoff occurs when precipitation
from rain or snowmelt flows over the ground.
Impervious surfaces like driveways, sidewalks,
and streets prevent stormwater from
naturally soaking into the ground.
Stormwater can pick up debris, chemicals, dirt, and other pollutants and flow into a storm sewer system or directly to a lake, stream, river, wetland, or coastal water. Anything that enters a storm sewer system is discharged untreated into the waterbodies we use for swimming, fishing, and providing drinking water.
Polluted stormwater runoff can have
many adverse effects on plants, fish,
animals, and people.
Sediment can cloud the water
and make it difficult or
impossible for aquatic plants to
grow . Sediment also can
.
�
destroy aquatic habitats
Excess nutrients can cause
algae blooms. When algae die,
they sink to the bottom and decompose
in a process that removes oxygen from
the water. Fish and other aquatic
organisms can’t exist in water with low
dissolved oxygen levels.
Bacteria and other pathogens can wash
into swimming areas and create health
hazards, often making beach closures
necessary .
Debris—plastic bags, six-pack rings, bottles, and
cigarette butts—washed into waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds.
Household hazardous wastes like insecticides, pesticides, paint, solvents, used motor oil, and other auto fluids can poison aquatic life.
Land animals and people can become sick or die from eating diseased fish and shellfish or ingesting polluted water.
Polluted stormwater often
affects drinking water
sources. This, in turn, can
affect human health and
increase drinking water
treatment costs.
�
�
�
�
�
EPA 833-B-03-002
January 2003
For more information contact:
or visit
www.epa.gov/npdes/stormwater
www.epa.gov/nps
WHEN IT RAINS
IT DRAINS
Internet Address (URL) HTTP://www.epa.gov
Recycled/Recyclable Printed WithVegetable
Oil Based Inks on 100% Postconsumer,
Process Chlorine Free Recycled Paper
●
●
After the Storm
A Citizen’s Guide to
Understanding Stormwater
WHEN IT RAINS
IT DRAINS
After the Storm
EPA 833-B-03-002
January 2003
For more information contact:
or visit
www.epa.gov/npdes/stormwater
www.epa.gov/nps
A Citizen’s Guide to
Understanding Stormwater
WHEN IT RAINS
IT DRAINS
WHEN IT RAINS
IT DRAINS
Internet Address (URL) HTTP://www.epa.gov
Recycled/Recyclable Printed WithVegetable
Oil Based Inks on 100% Postconsumer,
Process Chlorine Free Recycled Paper
●
●
What is stormwater runoff?
Stormwater runoff occurs when precipitation
from rain or snowmelt flows over the ground.
Impervious surfaces like driveways, sidewalks,
and streets prevent stormwater from
naturally soaking into the ground.
Why is stormwater runoff
a problem?
Stormwater can pick up debris, chemicals, dirt, and other pollutants and flow into a storm sewer system or directly to a lake, stream, river, wetland, or coastal water. Anything that enters a storm sewer system is discharged untreated into the waterbodies we use for swimming, fishing, and providing drinking water.
The effects of pollution
Polluted stormwater runoff can have
many adverse effects on plants, fish,
animals, and people.
� Sediment can cloud the water
and make it difficult or
impossible for aquatic plants to
grow . Sediment also can
destroy aquatic habitats .
e
� Excess nutrients can cause
algae blooms. When algae die,
they sink to the bottom and decompos
in a process that removes oxygen from
the water. Fish and other aquatic
organisms can’t exist in water with low
dissolved oxygen levels.
� Bacteria and other pathogens can wash
into swimming areas and create health
hazards, often making beach closures
necessary .
� Debris—plastic bags, six-pack rings, bottles, and
cigarette butts—washed into waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds. � Household hazardous wastes like insecticides, pesticides, paint, solvents, used motor oil, and other auto fluids can poison aquatic life.
Land animals and people can become sick or die from eating diseased fish and shellfish or ingesting polluted water.
� Polluted stormwater often
affects drinking water
sources. This, in turn, can
affect human health and
increase drinking water
treatment costs.
Dirt, oil, and debris that collect in
parking lots and paved areas can be
washed into the storm sewer system
and eventually enter local
waterbodies.
� Sweep up litter and debris from
sidewalks, driveways and parking lots,
especially around storm drains.
� Cover grease storage and dumpsters
and keep them clean to avoid leaks.
� Report any chemical spill to the local
hazardous waste cleanup team.
They’ll know the best way to keep
spills from harming the environment.
Erosion controls that aren’t maintained can cause
excessive amounts of sediment and debris to be
carried into the stormwater system. Construction
vehicles can leak fuel, oil, and other harmful fluids
that can be picked up by stormwater and
deposited into local waterbodies.
� Divert stormwater away from disturbed or
exposed areas of the construction site.
� Install silt fences, vehicle mud removal areas,
vegetative cover, and other sediment and
erosion controls and properly maintain them,
especially after rainstorms.
� Prevent soil erosion by minimizing disturbed
areas during construction projects, and seed
and mulch bare areas as soon as possible.
Uncovered fueling stations allow spills to be
washed into storm drains. Cars waiting to be
repaired can leak fuel, oil, and other harmful
fluids that can be picked up by stormwater.
�
�
�
�
Clean up spills immediately and properly
dispose of cleanup materials.
Provide cover over fueling stations and
design or retrofit facilities for spill
containment.
Properly maintain fleet vehicles to prevent
oil, gas, and other discharges from being
washed into local waterbodies.
Install and maintain oil/water separators.
Lack of vegetation on streambanks can lead to erosion. Overgrazed pastures can also contribute excessive amounts of sediment to local waterbodies. Excess fertilizers and pesticides can poison aquatic animals and lead to destructive algae blooms. Livestock in streams can contaminate waterways with bacteria, making them unsafe for human contact. �
�
�
�
�
Keep livestock away from streambanks and provide
them a water source away from waterbodies.
Store and apply manure away from waterbodies and in
accordance with a nutrient management plan.
Vegetate riparian areas along waterways.
Rotate animal grazing to prevent soil erosion in fields.
Apply fertilizers and pesticides according to label
instructions to save money and minimize pollution.
Improperly managed logging operations can result in erosion and sedimentation.
�
�
�
�
�
Conduct preharvest planning to prevent erosion and lower costs.
Use logging methods and equipment that minimize soil disturbance.
Plan and design skid trails, yard areas, and truck access roads to minimize stream crossings and avoid disturbing the forest floor.
Construct stream crossings so that they minimize erosion and physical changes to streams.
Expedite revegetation of cleared areas.
Commercial
Construction
Agriculture
Automotive
Facilities
Forestry
Stormwater Pollution Solutions
Auto care
Washing your car and
degreasing auto parts at home
can send detergents and other
contaminants through the
storm sewer system. Dumping
Recycle or properly dispose of household products that automotive fluids into storm drains has the same result as
contain chemicals, such as insecticides, pesticides, paint, dumping the materials directly solvents, and used motor oil and other auto fluids.
into a waterbody .
Don’t pour them onto the ground or into storm drains.
� Use a commercial car wash that treats or
recycles its wastewater, or wash your car on
your yard so the water infiltrates into the
ground.
Lawn care � Repair leaks and dispose of used auto fluids and batteries at designated drop-off or Excess fertilizers recycling locations. and pesticides applied to lawns
and gardens wash
off and pollute
Septic Pet waste
streams. In systems addition, yard Pet waste can be
clippings and a major source of Leaking and leaves can wash bacteria and poorly into storm drains and contribute excess nutrients maintained nutrients and organic matter to streams. in local waters. septic systems release nutrients and �� Don’t overwater your lawn. Consider When walking pathogens (bacteria and using a soaker hose instead of a your pet, viruses) that can be picked up sprinkler. remember to pick up the by stormwater and discharged waste and dispose of it � Use pesticides and fertilizers into nearby waterbodies. properly . Flushing pet sparingly . When use is necessary , use Pathogens can cause public waste is the best disposal these chemicals in the recommended health problems and method. Leaving pet waste amounts. Use organic mulch or safer environmental concerns. on the ground increases pest control methods whenever � Inspect your system every public health risks by possible. 3 years and pump your allowing harmful bacteria � tank as necessary (every 3 and nutrients to wash into Compost or mulch yard waste. Don’t the storm drain and leave it in the street or sweep it into to 5 years). eventually into local storm drains or streams. � Don't dispose of waterbodies. � Cover piles of dirt or mulch being household hazardous used in landscaping projects. waste in sinks or toilets.
Education is essential to changing people's behavior.
Signs and markers near storm drains warn residents
that pollutants entering the drains will be carried
untreated into a local waterbody.
Residential landscaping
Permeable Pavement —Traditional concrete and
asphalt don’t allow water to soak into the ground.
Instead these surfaces rely on storm drains to
divert unwanted water. Permeable pavement
systems allow rain and snowmelt to soak through,
decreasing stormwater runoff.
Rain Barrels —You can
collect rainwater from
rooftops in mosquito-
proof containers. The
water can be used later on
lawn or garden areas.
Rain Gardens and
Grassy Swales —Specially
designed areas planted
with native plants can provide natural places for
rainwater to collect
and soak into the
ground. Rain from
rooftop areas or paved
areas can be diverted
into these areas rather
than into storm drains.
Vegetated Filter Strips —Filter strips are areas of
native grass or plants created along roadways or
streams. They trap the pollutants stormwater
picks up as it flows across driveways and streets.
Auto care
Washing your car and
degreasing auto parts at home
can send detergents and other
contaminants through the
storm sewer system. Dumping
automotive fluids into storm
drains has the same result as
dumping the materials directly
into a waterbody .
Pet waste
Pet waste can be
a major source of
bacteria and
excess nutrients
in local waters.
�
When walking
your pet,
remember to pick up the
waste and dispose of it
properly . Flushing pet
waste is the best disposal
method. Leaving pet waste
on the ground increases
public health risks by
allowing harmful bacteria
and nutrients to wash into
the storm drain and
eventually into local
waterbodies.
Septic
systems
Leaking and
poorly
maintained
septic
systems release nutrients and
pathogens (bacteria and
viruses) that can be picked up
by stormwater and discharged
into nearby waterbodies.
Pathogens can cause public
health problems and
environmental concerns.
Lawn care
Excess fertilizers
and pesticides
applied to lawns
and gardens wash
off and pollute
streams. In
addition, yard
clippings and
leaves can wash
into storm drains and contribute
nutrients and organic matter to streams.
Education is essential to changing people's behavior.
Signs and markers near storm drains warn residents
that pollutants entering the drains will be carried
untreated into a local waterbody.
Recycle or properly dispose of household products that
contain chemicals, such as insecticides, pesticides, paint, solvents, and used motor oil and other auto fluids.
Don’t pour them onto the ground or into storm drains.
�
�
Use a commercial car wash that treats or
recycles its wastewater, or wash your car on
your yard so the water infiltrates into the
ground.
Repair leaks and dispose of used auto fluids
and batteries at designated drop-off or
recycling locations.
�
�
�
�
Don’t overwater your lawn. Consider
using a soaker hose instead of a
sprinkler.
Use pesticides and fertilizers
sparingly . When use is necessary , use
these chemicals in the recommended
amounts. Use organic mulch or safer
pest control methods whenever
possible.
Compost or mulch yard waste. Don’t
leave it in the street or sweep it into
storm drains or streams.
Cover piles of dirt or mulch being
used in landscaping projects.
�
�
Inspect your system every
3 years and pump your
tank as necessary (every 3
to 5 years).
Don't dispose of
household hazardous
waste in sinks or toilets.
Permeable Pavement
Rain Barrels
Rain Gardens and
Grassy Swales
Vegetated Filter Strips
—Traditional concrete and
asphalt don’t allow water to soak into the ground.
Instead these surfaces rely on storm drains to
divert unwanted water. Permeable pavement
systems allow rain and snowmelt to soak through,
decreasing stormwater runoff.
—You can
collect rainwater from
rooftops in mosquito-
proof containers. The
water can be used later on
lawn or garden areas.
—Specially
designed areas planted
with native plants can provide natural places for
rainwater to collect
and soak into the
ground. Rain from
rooftop areas or paved
areas can be diverted
into these areas rather
than into storm drains.
—Filter strips are areas of
native grass or plants created along roadways or
streams. They trap the pollutants stormwater
picks up as it flows across driveways and streets.
Residential landscaping
Stormwater Pollution Solutions
Dirt, oil, and debris that collect in
parking lots and paved areas can be
washed into the storm sewer system
and eventually enter local
waterbodies.
� Sweep up litter and debris from
sidewalks, driveways and parking lots,
especially around storm drains.
� Cover grease storage and dumpsters
and keep them clean to avoid leaks.
�
Report any chemical spill to the local
hazardous waste cleanup team.
They
’ll know the best way to keep
spills from harming the environment.
Erosion controls that aren’t maintained can cause
excessive amounts of sediment and debris to be
carried into the stormwater system. Construction
vehicles can leak fuel, oil, and other harmful fluids
that can be picked up by stormwater and
deposited into local waterbodies.
� Divert stormwater away from disturbed or
exposed areas of the construction site.
�
Install silt fences, vehicle mud removal areas,
vegetative cover, and other sediment and
erosion controls and properly maintain them,
especially after rainstorms.
� Prevent soil erosion by minimizing disturbed
areas during construction projects, and seed
and mulch bare areas as soon as possible.
Agriculture Lack of vegetation on streambanks can lead to erosion. Overgrazed pastures can also contribute excessive amounts of sediment to local waterbodies. Excess fertilizers and pesticides can poison aquatic animals and lead to destructive algae blooms. Livestock in streams can contaminate waterways with bacteria, making them unsafe for human contact. � Keep livestock away from streambanks and provide
them a water source away from waterbodies.
� Store and apply manure away from waterbodies and in
accordance with a nutrient management plan.
� Vegetate riparian areas along waterways.
� Rotate animal grazing to prevent soil erosion in fields. � Apply fertilizers and pesticides according to label
instructions to save money and minimize pollution.
Improperly managed logging operations can result in erosion and sedimentation.
� Conduct preharvest planning to prevent erosion and lower costs. � Use logging methods and equipment that minimize soil disturbance. � Plan and design skid trails, yard areas, and truck access roads to minimize stream crossings and avoid disturbing the forest floor. � Construct stream crossings so that they minimize erosion and physical changes to streams.
� Expedite revegetation of cleared areas.
Commercial
Construction
Automotive
Facilities
Forestry
Uncovered fueling stations allow spills to be
washed into storm drains. Cars waiting to be
repaired can leak fuel, oil, and other harmful
fluids that can be picked up by stormwater.
� Clean up spills immediately and properly
dispose of cleanup materials.
�
Provide cover over fueling stations and
design or retrofit facilities for spill
containment.
� Properly maintain fleet vehicles to prevent
oil, gas, and other discharges from being
washed into local waterbodies.
� Install and maintain oil/water separators.
What is stormwater runoff?
Why is stormwater runoff
a problem?
The effects of pollution
Stormwater runoff occurs when precipitation
from rain or snowmelt flows over the ground.
Impervious surfaces like driveways, sidewalks,
and streets prevent stormwater from
naturally soaking into the ground.
Stormwater can pick up debris, chemicals, dirt, and other pollutants and flow into a storm sewer system or directly to a lake, stream, river, wetland, or coastal water. Anything that enters a storm sewer system is discharged untreated into the waterbodies we use for swimming, fishing, and providing drinking water.
Polluted stormwater runoff can have
many adverse effects on plants, fish,
animals, and people.
Sediment can cloud the water
and make it difficult or
impossible for aquatic plants to
grow . Sediment also can
.
�
destroy aquatic habitats
Excess nutrients can cause
algae blooms. When algae die,
they sink to the bottom and decompose
in a process that removes oxygen from
the water. Fish and other aquatic
organisms can’t exist in water with low
dissolved oxygen levels.
Bacteria and other pathogens can wash
into swimming areas and create health
hazards, often making beach closures
necessary .
Debris—plastic bags, six-pack rings, bottles, and
cigarette butts—washed into waterbodies can choke, suffocate, or disable aquatic life like ducks, fish, turtles, and birds.
Household hazardous wastes like insecticides, pesticides, paint, solvents, used motor oil, and other auto fluids can poison aquatic life.
Land animals and people can become sick or die from eating diseased fish and shellfish or ingesting polluted water.
Polluted stormwater often
affects drinking water
sources. This, in turn, can
affect human health and
increase drinking water
treatment costs.
�
�
�
�
�
After the Storm
A Citizen’s Guide to
Understanding Stormwater
WHEN IT RAINS
IT DRAINS
WHEN IT RAINS
IT DRAINS
-03-002 A 833-B EP
January 2003
For more information contact:
or visit
www.epa.gov/npdes/stormwater
www.epa.gov/nps
● a.gov .ep HTTP://www Address (URL) Internet
● able egetV Printed With Recycled/Recyclable
, Oil Based Inks on 100% Postconsumer
Process Chlorine Free Recycled Paper
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PR
OTECTING WATER QUALITY FROM URBAN RUNOFF
and snowmelt remains above the
surface, where it runs off rapidly in
unnaturally large amounts.
Storm sewer systems concentrate
runoff into smooth, straight
conduits. This runoff gathers speed
and erosional power as it travels
underground. When this runoff
leaves the storm drains and empties
into a stream, its excessive volume
and power blast out streambanks,
damaging streamside vegetation and
wiping out aquatic habitat. These
increased storm flows carry sediment
loads from construction sites and
other denuded surfaces and eroded
streambanks. They often carry
higher water temperatures from
streets, roof tops, and parking lots,
which are harmful to the health and
reproduction of aquatic life.
from
Did you know that because of impervious surfaces like pave- ment and rooftops, a typical city block generates more than 5 times more runoff than a woodland area of the same size? The most recent National Water Quality Inventory reports that runoff from urbanized areas is the leading source of water quality impairments to surveyed estuaries and the third-largest source of impairments to surveyed lakes.
I
n urban and suburban areas, much
of the land surface is covered
by buildings and pavement, which
do not allow rain and snowmelt
to soak into the ground. Instead,
most developed areas rely on storm
drains to carry large amounts of
runoff from roofs and paved areas to
nearby waterways. The stormwater
runoff carries pollutants such as oil,
dirt, chemicals, and lawn fertilizers
directly to streams and rivers, where
they seriously harm water quality.
To protect surface water quality and
groundwater resources, development
should be designed and built to
minimize increases in runoff.
How Urbanized Areas
Affect Water Quality
Increased Runoff
The porous and varied terrain of
natural landscapes like forests,
wetlands, and grasslands traps
rainwater and snowmelt and allows
them to filter slowly into the ground.
In contrast, impervious (nonporous)
surfaces like roads, parking lots, and
rooftops prevent rain and snowmelt
from infiltrating, or soaking, into
the ground. Most of the rainfall
The loss of infiltration from
urbanization may also cause profound
groundwater changes. Although
urbanization leads to great increases
in flooding during and immediately
after wet weather, in many instances
it results in lower stream flows
during dry weather. Many native fish
and other aquatic life cannot survive
when these conditions prevail.
Increased Pollutant Loads
Urbanization increases the variety
and amount of pollutants carried
into streams, rivers, and lakes. The
pollutants include:
• Sediment
• Oil, grease, and toxic chemicals
from motor vehicles
• Pesticides and nutrients from
lawns and gardens
• Viruses, bacteria, and nutrients
from pet waste and failing septic
systems
• Road salts
• Heavy metals from roof shingles,
motor vehicles, and other sources
• Thermal pollution from dark
impervious surfaces such as streets
and rooftops
These pollutants can harm fish and
wildlife populations, kill native
vegetation, foul drinking water
supplies, and make recreational areas
unsafe and unpleasant.
Clean Water Is Everybody’s Business
URBAN RUNOFF
EPA 841-F-03-003
Relationship between impervious cover and surface runoff. Impervious cover in a watershed results in increased surface ruunoff. As little as 10 percent impervious cover in a watershed can result in stream degradation.
Protecting Water Quality
Managing Urban Runoff
What Homeowners Can Do
To decrease polluted runoff from
paved surfaces, households can develop
alternatives to areas traditionally covered
by impervious surfaces. Porous pavement
materials are available for driveways and
sidewalks, and native vegetation and mulch
can replace high maintenance grass lawns.
Homeowners can use fertilizers sparingly
and sweep driveways, sidewalks, and roads
instead of using a hose. Instead of disposing
of yard waste, they can use the materials to
start a compost pile. And homeowners can
learn to use Integrated Pest Management
(IPM) to reduce dependence on harmful
pesticides.
In addition, households can prevent
polluted runoff by picking up after pets and
using, storing, and disposing of chemicals
properly. Drivers should check their cars
for leaks and recycle their motor oil and
antifreeze when these fluids are changed.
Drivers can also avoid impacts from car
wash runoff (e.g., detergents, grime, etc.) by
using car wash facilities that do not generate
runoff. Households served by septic systems
should have them professionally inspected
For More Information
U.S. Environmental Protection Agency
Nonpoint Source Control Branch (4503T)
1200 Pennsylvania Avenue, NW
Washington, DC 20460
www.epa.gov/nps
and pumped every 3 to 5 years. They should
also practice water conservation measures to
extend the life of their septic systems.
Controlling Impacts from New
Development
Developers and city planners should
attempt to control the volume of runoff
from new development by using low
impact development, structural controls,
and pollution prevention strategies. Low
impact development includes measures that
conserve natural areas (particularly sensitive
hydrologic areas like riparian buffers and
infiltrable soils); reduce development
impacts; and reduce site runoff rates by
maximizing surface roughness, infiltration
opportunities, and flow paths.
Controlling Impacts from
Existing Development
Controlling runoff from existing urban
areas is often more costly than controlling
runoff from new developments. Economic
efficiencies are often realized through
approaches that target “hot spots” of
runoff pollution or have multiple benefits,
such as high-efficiency street sweeping
(which addresses aesthetics, road safety,
and water quality). Urban planners and
others responsible for managing urban
and suburban areas can first identify and
implement pollution prevention strategies
and examine source control opportunities.
They should seek out priority pollutant
reduction opportunities, then protect
natural areas that help control runoff, and
finally begin ecological restoration and
retrofit activities to clean up degraded water
bodies. Local governments are encouraged
to take lead roles in public education
efforts through public signage, storm drain
marking, pollution prevention outreach
campaigns, and partnerships with citizen
groups and businesses. Citizens can help
prioritize the clean-up strategies, volunteer
to become involved in restoration efforts,
and mark storm drains with approved “don’t
dump” messages.
Turn Your Home into a Stormwater Pollution Solution!
www.epa.gov/nps
This web site links to an EPA homeowner’s guide to healthy habits for clean water that provides tips for better vehicle and garage care, lawn and garden techniques, home improvement, pet care, and more.
National Management Measures to Control Nonpoint Source Pollution from Urban Areas
www.epa.gov/owow/nps/urbanmm
This technical guidance and reference document is useful to local, state, and tribal managers in implementing management programs for polluted runoff. Contains information on the best available, economically achievable means of reducing pollution of surface waters and groundwater from urban areas.
Onsite Wastewater Treatment System Resources
www.epa.gov/owm/onsite
This web site contains the latest brochures and other resources from EPA for managing onsite wastewater treatment systems (OWTS) such as conventional septic systems and alternative decentralized systems. These resources provide basic information to help individual homeowners, as well as detailed, up-to-date technical guidance of interest to local and state health departments.
Low Impact Development Center
www.lowimpactdevelopment.org
This center provides information on protecting the environment and water resources through integrated site design techniques that are intended to replicate preexisting hydrologic site conditions.
Stormwater Manager’s Resource Center (SMRC)
www.stormwatercenter.net
Created and maintained by the Center for Watershed Protection, this resource center is designed specifically for stormwater practitioners, local government officials, and others that need technical assistance on stormwater management issues.
Strategies: Community Responses to Runoff Pollution
www.nrdc.org/water/pollution/storm/stoinx.asp
The Natural Resources Defense Council developed this inter- active web document to explore some of the most effective strategies that communities are using around the nation to control urban runoff pollution. The document is also available in print form and as an interactive CD-ROM.
February 2003
Related Publications
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PR
EVENTING POLLUTION THROUGH EFFICIENT USE
For more information on what you and your
community can do to use water more
efficiently, contact:
US. Environmental Protection Agency
Office of Water
401 M Street, S.W.
Washington, ILC. 20460
For more information on pollution
prevention programs at U.S. €PA, contact:
U.S. Environmental Protection Agency
Office of Pollution Prevention
401 M Street, S.W.
Washington, D.C. 20460
United States 2ow-0002
Environmental Protection July 1990
Agency
OW (WH-556) OPPE (PM-222)
~
GEPA Preventing ~~
Through
Efficient Water
Use
How Efficient Water Use
Other Reasons to Use
P7i-Y Water Wisely
What Individuals
What Communities
Can Do ~~ ~
~
What Communities Can Do
~
_.
A water supplier or wastewater system operator (public or private) has cost-effective options to process and, deliver water more efficiently. A community can do the same, and can foster ways to use water wisely.
Not all of these steps are expensive. The best choices vary by region and by community; start by asking if these are appropriate where you live and work.
A Water Supplier or Wastewater
Procsssqr Cgn:
e Identify who uses water, and reduce unac-
A Community Can:
SF Adopt plumbing and building codes that require
water-efficient equipment and practices.
Adopt a water-efficient landscaping ordinance to
reduce the water used for golf courses and com-
mercial landscapes.
Retrofit older buildings with water-efficient
equipment, starting with public buildings, '
Reduce municipal water use for landscaping and
other uses.
Conduct a public education campaign.
countedrfor water use.
e Find and repair leaking pipes.
e Consider a new pricing scheme which encour-
ages conservation.
Reduce excess pressure in water lines.
Explore the reuse of treated wastewater for uses
other than drinking water.
e Charge hookup fees which encourage more
efficient water use in new buildings.
Build water efficiency into future demand pro-
jections, facility planning, and drought plan-
ning.
uw Require developers to build in water efficiency
measures.
~
-~
r Reasons to Use What Individuals Can Do
Preventing pollution is only one reason why using
water efficiently makes sense. Here are a few more:
Money Saved
Less water use results in fewer pumping and
treatment costs.
Saving money on water and wastewater opera-
tions frees money for meeting water quality,
public health and water treatment goals.
Water saved is also energy, and money, saved for
you and your community.
Improved Reliability
Water conservation provides a hedge against
drought impacts.
Improving water efficiency may be quicker and
cheaper than developing a new supply.
Reduced water use may extend the life of your
water or wastewater facility.
Reduced water use may increase the efficiency of
wastewater treatment, and reduce overflows
during storms.
Communities which use water efficiently are
better prepared to cope with effects of possible
future climate change.
More efficient water use begins with individuals, in
the home and place of work. Taking these and other
steps, and encouraging others to do so, makes good
economic as well as environmental sense.
In The Home
03~ Install a toilet dam or plastic 'bottle in your toilet tank.
Install a water-efficient showerhead (2.5 gallons
or less per minute).
= When you buy a new toilet, purchase a low flow
model (1.6 gallons or less per flush).
Outdoors
= Water in the morning or evening, to minimize
= Install a drip-irrigation watering system for
w- Use drought-tolerant plants and grasses for land-
At Work or School
~
evaporation.
valuable plant?.
scaping, and reduce grass-covered areas.
Adopt the same water-saving habits that are
effective at home.
Ask about installing wqter-efficient equipment
and reducing outdoor water use.
recycled "gray-water" or reclaimed wastewater.
03~ Encourage employers to explore the use of
~
How Efficient Water Use Helps Prevent Pollution
~
__ -
Using water more efficiently can help prevent pollution as well as protect and conserve our finite water resources. More efficient water use by you and your community has many other benefits.
Fewer Pollutants Protection of Drinking Water Sources
Using less water reduces the amount of waste-
water discharged into our lakes, streams, rivers,
and marine waters. well.
as Less pumping of groundwater lowers the chance
that pollutants will be drawn into a water supply
ES The amount of pollutants wastewater carries can With less water use, septic system performance can improve, reducing the risk of groundwater
contamination.
Highest quality water sources are preserved for
drinking water by using treated wastewater for
other uses.
also be reduced, as treatment efficiency improves.
Recycled process water can reduce pollutants
from industry.
More efficient irrigation can minimize runoff of
agricultural pollutants and reduce the use of
fertilizers and pesticides. Energy Conservation
Protection of Aquatic Habitats Efficient water use means less power needed to pump and treat water and wastewater.
Building fewer and smaller new water projects
can help preserve wetlands, which naturally
treat pollutants.
US Less water use reduces the amount of energy
required for heating hot water.
= Diverting less water preserves more streamflow
to maintain a healthy aquatic environment.
Less energy demand results in fewer harmful by-
products from power plants.
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G
ARDENING TIPS
AA YardYard is ais a Terrible Terrible
ThingThing toto Waste!Waste!
Storm drains are for rain… not yard waste.
Residential yard waste represents about 13 percent
of the total waste generated in L.A. County.
Pesticides, fertilizer and yard waste such as leaves and mowed grass wash from the ground and streets into storm drains and flow straight to the ocean — untreated.
Remember to use pesticides and fertilizer
wisely and pick-up yard waste.
Tips For Yard Care:
L.A. County residents can help solve the stormwater
pollution problem by taking these easy steps…
Do not over-fertilize and do not use fertilizer or pesticides near ditches, gutters or storm drains.
Do not use fertilizer or pesticides before a rain.
Follow the directions on the label carefully.
Use pesticides sparingly — more is not better.
“Spot” apply, rather than “blanket” apply.
When watering your lawn, use the least amount of
water possible so it doesn’t run into the street carrying pesticides and other chemicals with it.
Use non-toxic products for your garden and lawn
whenever possible.
If you must store pesticides or fertilizer, make sure they are in a sealed, water-proof container in a
covered area to prevent runoff.
Do not blow, sweep, hose or rake leaves or other
yard trimmings into the street, gutter or storm drain.
A message from the County of Los Angeles Department of Public Works.Printed on recycled paper.
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PEST
ICIDE TIPS
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R
ECYCLING TIPS
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C
OUNTY OF LOS ANGELES LID FACT SHEETS
County of Los Angeles D-1 February 2014
S-1: Storm Drain Message and Signage
Purpose
Waste material dumped into storm drain inlets can adversely impact surface and ground waters. In fact, any material discharged into the storm drain system has the potential to significantly impact downstream receiving waters. Storm drain messages have become a popular method of alerting and reminding the public about the effects of and the prohibitions against waste disposal into the storm drain system. The signs are typically stenciled or affixed near the storm drain inlet or catch basin. The message simply informs the public that dumping of wastes into storm drain inlets is prohibited and/or that the drain ultimately discharges into receiving waters.
General Guidance
The signs must be placed so they are easily visible to the public. Be aware that signs placed on sidewalk will be worn by foot traffic.
Design Specifications
Signs with language and/or graphical icons that prohibit illegal dumping, must be posted at designated public access points along channels and streams within the project area. Consult with Los Angeles County Department of Public Works (LACDPW) staff to determine specific signage requirements for channels and streams.
Storm drain message markers, placards, concrete stamps, or stenciled language/icons (e.g., “No Dumping – Drains to the Ocean”) are required at all storm drain inlets and catch basins within the project area to discourage illegal or inadvertent dumping. Signs should be placed in clear sight facing anyone approaching the storm drain inlet or catch basin from either side (see Figure D-1 and Figure D-2). LACDPW staff should be contacted to determine specific requirements for types of signs and methods of application. A stencil can be purchased for a nominal fee from LACDPW Building and Safety Office by calling (626) 458-3171. All storm drain inlet and catch basin locations must be identified on the project site map.
Maintenance Requirements
Legibility and visibility of markers and signs should be maintained (e.g., signs should be repainted or replaced as necessary). If required by LACDPW, the owner/operator or homeowner’s association shall enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards and signs.
S-1: Storm Drain Message and Signage
County of Los Angeles D-2 February 2014
Figure D-1. Storm Drain Message Location – Curb Type Inlet Figure D-2. Storm Drain Message Location – Catch Basin/Area Type Inlet
CONCRETE
PERIMETER
County of Los Angeles D-8 February 2014
S-3: Outdoor Trash Storage and Waste Handling Area
Purpose
Stormwater runoff from areas where trash is stored or handled can be polluted. Loose trash and debris can be easily transported by water or wind into nearby storm drain inlets, channels, and/or receiving waters. Waste handling operations (i.e., dumpsters, litter control, waste piles) may be sources of stormwater pollution.
Design Specifications
Wastes from commercial and industrial sites are typically hauled away for disposal by either public or commercial carriers that may have design or access requirements for waste storage areas. Design specifications for waste handling areas are regulated by local building and fire codes and by current County ordinances and zoning requirements. The design specifications, listed below in Table D-3, are recommendations and are not intended to conflict with requirements established by the waste hauler. The design specifications are intended to enhance local codes and ordinances while addressing stormwater runoff concerns. The waste hauler should be contacted prior to the design of trash storage and collection areas to determine established and accepted guidelines for designing trash collection areas. All hazardous waste must be handled in accordance with the legal requirements established in Title 22 of the California Code of Regulations. Conflicts or issues should be discussed with LACDPW staff.
Table D-3. Design Specifications for Outdoor Trash Storage and Waste Handling Area Design Feature Design Specifications
Surfacing Construct/pave outdoor trash storage and waste handling area with Portland cement concrete or an equivalent impervious surface.
Screens/Covers Install a screen or wall around trash storage area to prevent off-site transport of loose trash.
Use lined bins or dumpsters to reduce leaking of liquid wastes. Use waterproof lids on bins/dumpsters or provide a roof to cover storage area enclosure (LACDPW discretion) to prevent precipitation from entering containers.
Grading/Drainage Berm and/or grade waste handling area to prevent stormwater run-on. Locate waste handling area at least 35 feet from storm drains. Divert drainage from adjoining roofs and pavement away from adjacent trash storage areas.
Signs Post signs on all dumpsters and/or inside enclosures prohibiting disposal of liquids and hazardous materials in accordance with any waste disposal ordinance.
S-3: Outdoor Trash Storage and Waste Handling Area
County of Los Angeles D-9 February 2014
Accumulated Water
Stormwater runoff, non-stormwater runoff, and spills will accumulate in containment areas and sumps with impervious surfaces. Contaminated accumulated water must be disposed of in accordance with applicable laws and regulations, and cannot be discharged directly to the storm drain or sanitary sewer system without appropriate permitting. Contact LACDPW (1-888-CLEAN-LA) for information regarding discharge of contaminated accumulated water.
Maintenance Requirements
The integrity of structural elements that are subject to damage (e.g., screens, covers, signs) must be maintained by the owner/operator as required by local codes and ordinances. Outdoor trash storage and waste handling areas must be checked periodically to ensure containment of accumulated water and prevention of stormwater run-on. Maintenance agreements between LACDPW and the owner/operator may be required. Failure to properly maintain building and property may subject the property owner to citation.
County of Los Angeles D-10 February 2014
S-4: Outdoor Loading/Unloading Dock Area
Purpose
Materials spilled, leaked, or lost during loading or unloading may collect on impervious surfaces or in the soil and be carried away by stormwater runoff or when the area is cleaned. Precipitation may also wash pollutants from machinery used to load or unload materials. In particular, loading docks have the potential to contribute heavy metals, nutrients, suspended solids, oils, and grease to stormwater runoff due to the heavy truck traffic and loading and unloading activities. Depressed loading docks (e.g., truck wells) are contained areas that can also accumulate water.
Design Specifications
Design specifications for outdoor loading/unloading dock areas are regulated by local building and fire codes and by current County ordinances and zoning requirements.
Additionally, individual businesses may have their own design or access requirements for loading docks. Design specifications presented in this fact sheet are intended to enhance and be consistent with these code and ordinance requirements while addressing stormwater runoff concerns. The design specifications presented in Table D-4 are not intended to conflict with requirements established by individual businesses, but should be followed to the maximum extent practicable.
Accumulated Water
Stormwater runoff, non-stormwater runoff, and spills will accumulate in containment areas and sumps with impervious surfaces, such as depressed loading docks.
Contaminated accumulated water must be disposed of in accordance with applicable laws and cannot be discharged directly to the storm drain or sanitary sewer system without appropriate permitting. Contact LACDPW (1-888-CLEAN-LA) for information regarding discharge of contaminated accumulated water.
Maintenance Requirements
The integrity of structural elements that are subject to damage (e.g., covers, signs) must be maintained by the owner/operator as required by local codes and ordinances. If a water quality inlet or infiltration system is installed, it must be maintained as indicated by the manufacturer or installer. Outdoor loading/unloading dock areas must be checked periodically to ensure containment of accumulated water and prevention of stormwater run-on. Maintenance agreements between LACDPW and the owner/operator may be required. Failure to properly maintain building and property may subject the property owner to citation.
S-4: Outdoor Loading/Unloading Dock Area
County of Los Angeles D-11 February 2014
Table D-4. Design Specifications for Outdoor Loading/Unloading Dock Area Design Feature Design Specifications
Surfacing Construct/pave outdoor loading/unloading dock areas with Portland cement concrete or an equivalent impervious surface. Ensure that the surfacing material is chemically-resistant to materials being handled in the loading/unloading dock area.
Covers Cover outdoor loading/unloading dock areas to a distance of at least 10 feet beyond the loading dock or building face if there is no raised dock. If the cover or roof structure does not include sidewalls, then the roof overhang must extend beyond the grade break. The overhang must extend a minimum of 20 percent of the roof height.
For interior transfer bays, provide a minimum 10-foot “No Obstruction Zone” to allow trucks or trailers to extend at least 5 feet inside the building. Identify “No Obstruction Zone” clearly on site plans and paint zone with high visibility floor paint.
If covers or interior transfer bays are not feasible, install a seal or door skirt and provide a cover to shield all material transfers between trailers and building.
LACDPW may grant waivers for covers on a case-by-case basis.
Hydraulic
Isolation/Drainage
For outdoor loading/unloading dock areas, hydraulically-isolate the first six feet of paved area measured from the building or dock face with grading, berms, or drains to prevent stormwater run-on from surrounding areas or roof drains. Direct stormwater runoff (e.g., from downspouts/roofs) and drainage from surrounding areas away from hydraulically-isolated areas to a stormwater runoff discharge point that meets all applicable LID Standards Manual requirements.
For interior transfer bays or bay doors, prevent stormwater runoff from surrounding areas from entering the building with grading or drains. Do not install interior floor drains in the “No Obstruction Zone”. Hydraulically- isolate the “No Obstruction Zone” from any interior floor drains. Do not install direct connections to storm drains from depressed loading docks. Connect drains or direct drainage from hydraulically-isolated loading/unloading dock area to an approved sediment/oil/water separator system connected a discharge location as determined by LACDPW.
Provide a manual emergency spill diversion valve upstream of separator system to direct flow, in the event of a spill, to an approved spill containment vault sized to contain a volume equal to 125% of largest container handled at the facility. Provide additional emergency means, such as drain plugs or drain covers, to prevent spills or contaminated stormwater runoff from entering the storm drain system.
County of Los Angeles D-19 February 2014
S-8: Landscape Irrigation Practices
Purpose
Irrigation runoff provides a pathway for pollutants (i.e., nutrients, bacteria, organics, sediment) to enter the storm drain system. By effectively irrigating, less runoff is produced resulting in less potential for pollutants to enter the storm drain system.
General Guidance
Do not allow irrigation runoff from the landscaped area to drain directly to storm drain system.
Minimize use of fertilizer, pesticides, and herbicides on landscaped areas. Plan sites with sufficient landscaped area and dispersal capacity (e.g., ability to receive irrigation water without generating runoff).
Consult a landscape professional regarding appropriate plants, fertilizer, mulching applications, and irrigation requirements (if any) to ensure healthy vegetation growth.
Design Specifications
Choose plants that minimize the need for fertilizer and pesticides. Group plants with similar water requirements and water accordingly. Use mulch to minimize evaporation and erosion.
Include a vegetative boundary around project site to act as a filter. Design the irrigation system to only water areas that need it. Install an approved subsurface drip, pop-up, or other irrigation system.1 The irrigation system should employ effective energy dissipation and uniform flow spreading methods to prevent erosion and facilitate efficient dispersion. Install rain sensors to shut off the irrigation system during and after storm events. Include pressure sensors to shut off flow-through system in case of sudden pressure drop. A sudden pressure drop may indicate a broken irrigation head or water line.
If the hydraulic conductivity in the soil is not sufficient for the necessary water application rate, implement soil amendments to avoid potential geotechnical hazards (i.e., liquefaction, landslide, collapsible soils, and expansive soils). 1 If alternative distribution systems (e.g., spray irrigation) are approved, the County will establish guidelines to implement these new systems.
S-8: Landscape Irrigation Practices
County of Los Angeles D-20 February 2014
For sites located on or within 50 feet of a steep slope (15% or greater), do not irrigate landscape within three days of a storm event to avoid potential geotechnical instability.2
Implement Integrated Pest Management practices.
For additional guidelines and requirements, refer to the Los Angeles County Department of Health Services.
Maintenance Requirements
Maintain irrigation areas to remove trash and debris and loose vegetation. Rehabilitate areas of bare soil. If a rain or pressure sensor is installed, it should be checked periodically to ensure proper function. Inspect and maintain irrigation equipment and components to ensure proper functionality. Clean equipment as necessary to prevent algae growth and vector breeding. Maintenance agreements between LACDPW and the owner/operator may be required. Failure to properly maintain building and property may subject the property owner to citation.
2 As determined by the City of Los Angeles, Building and Safety Division
County of Los Angeles E -191 February 2014
T-6: Proprietary Treatment Control Measures
Definition
The LID Standards Manual provided information for selecting and designing the more c
ommon treatment-based stormwater quality control measures for projects. The treatment-based stormwater quality control measures included in this appendix (T-1 to T-5) are non-proprietary (public domain) designs that have been reviewed and evaluated by LACDPW and determined generally acceptable.
Proprietary devices are commercial products that typically aim at providing stormwater treatment in space-limited applications, often using patented innovative technologies.
The most commonly encountered classes of proprietary stormwater quality control measures include hydrodynamic separation, catch basin insert technologies, cartridge filter-type controls, and proprietary biotreatment devices.
Hydrodynamic separation devices (alternatively, swirl concentrators) are devices that remove trash, debris, and coarse sediment from incoming flows using screening, gravity settling, and centrifugal forces generated by forcing the influent into a circular motion.
By having the water move in a circular fashion, rather than a straight line, it is possible to obtain significant removal of suspended sediments and attached pollutants with less space as compared to wet vaults and other settling devices. Hydrodynamic devices were originally developed for combined sewer overflows, where they were used primarily to remove coarse inorganic solids. Hydrodynamic separation has been adapted for stormwater treatment by several manufacturers and is currently used to remove trash, debris, and other coarse solids down to sand-sized particles. Several types of hydrodynamic separation devices are also designed to remove floating oils and grease using sorbent media.
Catch basin inserts are manufactured filters or fabric placed in a drop inlet to remove sediment and debris and may include sorbent media to remove floating oils and grease.
There are a multitude of inserts of various shapes and configurations, typically falling into one of three groups: socks, boxes, and trays. The sock-type filters are typically constructed of a fabric, usually polypropylene. The fabric may be attached to a frame or the grate of the inlet may hold the sock. Socks are meant for vertical (drop) inlets.
Boxes are constructed of plastic or wire mesh. Typically a polypropylene “bag” is placed in the wire mesh box and the bag takes the form of the box. Most box products are one box; that is, settling and filtration through media occur in the same box. Other products consist of one or more trays or mesh grates. The trays may hold different types of media. Filtration media vary by manufacturer. Types include polypropylene, porous polymer, treated cellulose, and activated carbon. Inserts are an easy and inexpensive retrofitting option because drain inlets are already a component of most standard drainage systems. Inserts are usually only suitable for mitigating relatively small tributary areas (less than one acre) because they are limited by treatment capacity and influent flow rate.
T-6: Proprietary Treatment Control Measures
County of Los Angeles E-192 February 2014
Cartridge filter-type controls typically consist of a series of vertical filters contained in a vault or catch basin that provide treatment through filtration and sedimentation. The vault may be divided into multiple chambers where the first chamber acts as a pre- settling basin for removal of coarse sediment while another chamber acts as the filter bay and houses the filter cartridges. The performance and capacity of a cartridge filter installation depends on the properties of the media contained in the cartridges.
Cartridge filter manufacturers often provide an array of media types each with varying properties, targeting various pollutants and a range of particle sizes. Commonly used media include media that target solids, such as perlite, and media that target both dissolved and non-dissolved constituents, such as compost leaf media, zeolite, and iron-infused polymers. Manufacturers try to distinguish their products through innovative designs that aim at providing self cleaning and draining, uniformly loaded, and clog resistant cartridges that functional properly over a wide range of hydraulic loadings and pollutant concentrations.
Proprietary biotreatment devices are devices that are manufactured to mimic natural systems such as wetlands by incorporating plants, soil, and microbes engineered to provide treatment at higher flow rates or higher volumes and with smaller footprints than their natural counterparts. Incoming flows are typically filtered through natural media (mulch, compost, soil, plants, microbes, etc) and either infiltrated or collected by an underdrain and delivered to the storm system. Tributary areas for biotreatment devices tend to be limited to 0.5 to 1.0 acres.
The vendors of the various proprietary stormwater quality control measures provide detailed documentation for device selection, sizing, and maintenance requirements.
Tributary area sizes are limited to the capacities of the largest available model. The latest manufacturer supplied documentation must be used for sizing and selection of all proprietary devices. Links to the websites of a number of vendors of proprietary devices are provided at www.BMPLA.org. All proprietary devices proposed for use by a project applicant must be approved by LACDPW.
General Design Specifications
Proprietary stormwater quality control measure vendors are constantly updating and ex
panding their product lines, so refer to the latest design guidance from the vendors.
General guidelines on the performance, sizing, and operation and maintenance of proprietary devices are provided through LACDPW Watershed Division.
Expected Performance
For hydrodynamic devices, it has been stated with respect to combined sewer overflows t
hat the practical lower limit of hydrodynamic separation is a particle with a settling velocity of 12 to 16.5 ft/hr (0.10 to 0.14 cm/s). As such, the focus for hydrodynamic separation in combined sewer overflows has been with settleable solids generally 200 µm and larger, given the presence of the lighter organic solids. For inorganic sediment, the above settling velocity range represents a particle diameter of 50 to 100 µm. Thus, hydrodynamic separation devices are effective for removal of course sediment, trash, T-6: Proprietary Treatment Control Measures
County of Los Angeles E-193 February 2014
and debris and useful for pretreatment in combination with other types of stormwater quality control measures that target smaller particle sizes.
Because there is a wide range of catch basin insert configurations, it is not possible to generalize the expected performance. Inserts should mainly be used for catching coarse sediments and floatable trash, and are effective for pretreatment in combination with other types of stormwater quality control measures. Trash and large objects can greatly reduce the effectiveness of catch basin inserts with respect to sediment and hydrocarbon capture. Frequent maintenance and the use of screens and grates to keep trash out may decrease the likelihood of clogging and prevent obstruction and bypass of incoming flows.
Cartridge filters have been proven to provide efficient removals for both dissolved and non-dissolved pollutants. However, cartridge filters are less adept at handling high flow rates when compared to catch basin inserts and hydrodynamic devices due to the enhanced treatment provided through the filtration mechanism.
Because proprietary biotreatment devices are relatively new compared to the other types of proprietary treatment devices included in the LID Standards Manual, there are fewer third party studies on proprietary biotreatment devices. The available performance information is mostly vendor-supplied. According to the vendors, like their natural counterparts, proprietary biotreatment devices are highly efficient at mitigating dissolved metals, nutrients, and suspended solids.
Sizing
Hydrodynamic devices, catch basin inserts, and cartridge filters are flow-based s
tormwater quality control measures, but can be sized to capture and treat the mitigation volume of the SWQDv with additional facilities to manage stormwater runoff flow. Proprietary biotreatment devices on the other hand include both volume-based and flow-based stormwater quality control measures. Volume-based proprietary devices should be sized to capture and treat the mitigation volume of the SWQDv if used as a standalone stormwater quality control measure.
Auxiliary components of proprietary devices such as sorbent media, screens, baffles, and sumps are selected based on site-specific conditions such as the expected loading and the desired frequency of maintenance. Sizing of proprietary devices is reduced to a simple process whereby a model can simply be selected from a table or a chart based on a few known quantities (tributary area, location, design flow rate, design volume, etc). Some manufacturers either size the devices for potential clients or offer calculators on their websites that simplify the design process even further and lessens the possibility of using obsolete design information. For the latest sizing guidelines, refer to the manufacturer’s website.
T-6: Proprietary Treatment Control Measures
County of Los Angeles E-194 February 2014
Operation and Maintenance
Hydrodynamic Separation Devices
H
ydrodynamic separators do not have moving parts and are not maintenance intensive.
However, maintenance is important to ensure that the device operates as efficiently as possible. Proper maintenance involves frequent inspections throughout the first year of installation, especially after major storm events. The systems are considered full when the sediment level is within one foot from the top of the unit, at which point it must be cleaned out. Removal of sediment can be performed with a sump vacuum or vactor truck. Some hydrodynamic separator devices may contribute to mosquito breeding if they do not fully drain stormwater runoff between storm events. Refer to manufacturer’s guidelines for inspection and maintenance activities.
Catch Basin Inserts
Catch basin inserts can be maintenance-intensive because of their susceptibility for accumulating trash and debris. Regular maintenance activities include the clean-up and removal of accumulated trash and sediment while major maintenance activities include replacing filter media (if used) and or repairing/replacing geomembrane fabrics. Refer to manufacturer’s guidelines for inspection and maintenance activities.
Cartridge Filters
For cartridge filters, maintenance activities include periodically removing trash, debris, and sediment from the vault floor, typically twice per year depending on the accumulation rate, using a sump vacuum or vactor truck. The cartridges may need to be replaced when they become saturated, which will occur approximately every other year depending on the pollutant accumulation rate. The manufacturers of these devices typically provide contract operation and maintenance services.
All stormwater vaults that contain standing water can become a breeding area for vectors. Manufacturers have developed systems, such as a perforated pipe installed in the bottom of the vault that is encased in a filter sock to prevent clogging, to completely drain the vault.
Biotreatment Devices
Maintenance of biotreatment devices can be provided by the manufacturer and typically consists of routine inspection and hand removal of accumulated trash and debris.
Vactor trucks or mechanical maintenance activities are not needed for biotreatment devices.
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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Appendix D L ID Calculations
Low Impact Development 3010 N Alameda Street
Public Storage Compton Compton, CA
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Design Criteria
• The Los Angeles County Low Impact Development Standards Manual (2014) indicates that the design storm to calculate the Stormwater Quality Design Volume (SWQDv) is to be the greater of the 0.75-inch, 24-hour rain event and the 85th percentile, 24-hour rain event as determined f
rom the Los Angeles County 85th percentile precipitation isohyetal map. The isohyetal map i
ndicates the 85th percentile, 24-hour rain event is 0.90 inches at the project site. Thus, the 85th p
ercentile, 24-hour rain event has been analyzed for the project. • As identified in the Los Angeles County Department of Public Works (LACDPW) Hydrology Manual (January 2006), the site is situated within hydrologic soil type “006” and impervious surface for the project site will be 85%. The Los Angeles County Department of Public Works “HydroCalc” computer program was used for the design of the treatment systems.
LA County LID Manual SWQDv Calculations:
SWQDv = Proposed 24-hour 85th percentile runoff volume (cfs) = 5 ,029 cfs (Hydrocalc)
On-Site biofiltration treatment volume requirement = 1.5 x SWQDv = 1.5 x 5,029 cfs = 7,544 cfs
Modular Wetland System Unit (MWS)
Model # MWS L-4-19 Treatment Capacity @ 48-Hour Drain Down = 10,345 cfs
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(insert ISOHYTE MAP, SOIL MAP, HydroCalc)
Low Impact Development 3010 N Alameda Street
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Appendix F Op eration and Maintenance
(O&M) Plan
OPERATION AND MAINTENANCE PLAN
(O&M PLAN)
For:
Public Storage Compton
30 10 N Alameda Street
Compton, CA 90222
Prepared for:
Public Storage
701 Western Avenue
Glendale, CA 91201
Contact: Mark Kennedy
Tel: (800) 688-8057
Lead Agency:
City of Compton
205 S. Willowbrook Avenue
Co
mpton, CA 90220
Tel: Agency's phone number
Prepared by:
DRC Engineering, Inc.
160 South Old Springs Road, Suite 210
Anaheim Hills, CA 92808
Tel: (714) 685-6860
Gregory R. Cooke, P.E.
P
repared on: July 21, 2021
DRC Project No. 21-826
Operation and Maintenance Plan 3010 N Alameda Street
Public Storage Compton Compton, CA
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Owner’s Certification
O
PERATION AND MAINTENANCE PLAN
FOR
Public Storage Compton
3010 N Alameda Street, Compton, CA 90222
This Operation and Maintenance Plan (O&M Plan) has been prepared for Public Storage by DRC En
gineering, Inc. for Public Storage Compton at 3010 N Alameda Street in the City of Compton, County of Los Angeles, State of California. The O&M Plan and a Covenant and Agreement are required to ensure optimum performance of the installed Best Management Practices.
The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the County’s Manual for Low Impact Development (LID) and the intent of the non-point source NPDES Permit for Waste Discharge Requirements for the County of Los Angeles, Los Angeles County Flood Control District and the incorporated Cities of Los Angeles County within the Los Angeles Region Stormwater Runoff Management Program. Once the undersigned transfers its interest in the property, its successors-in-interest shall bear the aforementioned responsibility to implement and amend the LID Plan and the Operation and Maintenance Plan. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity.
Signed:
Name: Mark Kennedy
Title: Senior Vice President__________________________________ Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Telephone #: (800) 688-8057
Date:
Operation and Maintenance Plan 3010 N Alameda Street
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Table of Contents
Section 1.0 Discretionary Permit(s) and Water Quality Conditions 1
1.1 Introduction ..................................................................................................... 1 Section 2.0 Project Description 2
2.1 Project Information ......................................................................................... 2
2.2 Location .......................................................................................................... 2
2.3 Site Plan ......................................................................................................... 2 Section 3.0 Site Description 4
3.1 Watershed ...................................................................................................... 4
3.2 Site Information .............................................................................................. 4
3.3 Drainage Pattern ............................................................................................ 4
3.4 Pollutants of Concern ..................................................................................... 5
3.5 Hydrologic Conditions of Concern .................................................................. 6 Section 4.0 Best Management Practices (BMPs) 7
4.1 Source Control BMPs ..................................................................................... 7
4.2 Site Design BMPs ........................................................................................... 9
4.3 Stormwater Quality Control BMPs ................................................................ 10 Section 5.0 Inspection/Maintenance Responsibility for BMPs 1 2
5.1 Responsible Parties ...................................................................................... 12
5.2 Reporting ...................................................................................................... 12 Section 6.0 Funding 1 5
6.1 Funding ......................................................................................................... 15
2.1 Responsible Party ...................................................................................... - 4 -
2.2 BMP Specific Information ........................................................................... - 4 -
2.3 Regular Inspection ...................................................................................... - 4 -
2.4 Cleaning ..................................................................................................... - 5 - Operation and Maintenance Plan 3010 N Alameda Street
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2.5 Maintenance Log ........................................................................................ - 5 -
3.1 Responsible Party .......................................... E rror! Bookmark not defined.
3.2 BMP Specific Information ............................... E rror! Bookmark not defined.
3.3 Regular Inspection .......................................... E rror! Bookmark not defined.
3.4 Cleaning ......................................................... E rror! Bookmark not defined.
3.5 Maintenance Log ............................................ E rror! Bookmark not defined.
Section 4.0 Operation & Maintenance Plan for Modular Wetland System E rror! Bookmark not defined.
4.1 Responsible Party .......................................... E rror! Bookmark not defined.
4.2 BMP Specific Information ............................... E rror! Bookmark not defined.
4.3 Regular Inspection .......................................... E rror! Bookmark not defined.
4.4 Cleaning ......................................................... E rror! Bookmark not defined.
4.5 Maintenance Log ............................................ E rror! Bookmark not defined.
Section 5.0 Operation & Maintenance Plan for FloGard InsertE rror! Bookmark not defined.
5.1 Responsible Party .......................................... E rror! Bookmark not defined.
5.2 BMP Specific Information ............................... E rror! Bookmark not defined.
5.3 Regular Inspection .......................................... E rror! Bookmark not defined.
5.4 Cleaning ......................................................... E rror! Bookmark not defined.
5.5 Maintenance Log ............................................ E rror! Bookmark not defined.
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Section 1.0 O peration and Maintenance Plan for
Source Control BMPs
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
S-1 Storm Drain
Message and
Signage
Inspect for legibility a minimum of
once per year.
Responsible Party:
Public Storage
Re-label/re-stencil as needed to
clearly depict signage.
Refer to LA County LID Manual
S-1 and CASQA BMP SD-13 for
additional information.
S-3 Outdoor Trash
Storage / Waste
Handling Area
Inspect the trash compactor area
and trash storage areas on a daily
basis for trash/debris, spills, broken
containers, etc. and that the lids
are closed.
Inspect the trash dumpster areas
monthly for leaks and other
structural damage and repair as
necessary.
Inspect the trash enclosures used
for food waste daily for leaks and
signs of vectors.
Responsible Party:
Public Storage
Pick up any trash off the ground
and place in appropriate
containers.
Trash dumpster pickup shall be
once per week, at minimum.
Refer to LA County LID Manual
S-3 and CASQA BMP SC-34 and
SD-32 for additional information.
S-8 Landscape Irrigation
Practices
Inspect irrigation equipment on a
monthly basis for proper operation.
Check water sensors, irrigation
heads, and timing.
Responsible Party:
Public Storage
Adjust irrigation heads and timers
as necessary
Repair or replace damaged
irrigation equipment and make
other repairs or adjustments as
necessary.
Landscape maintenance will be
conducted on a weekly basis.
Refer to LA County LID Manual
S-8 and CASQA BMP SD-12 for
additional information.
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POST CONSTRUCTION BMPS
M
AINTENANCE RESPONSIBILITY/FREQUENCY MATRIX
BMP TITLE INSPECTION FREQUENCY (ALL
CONTROLS)
MAINTENANCE / REPAIR
PROGRAM
T-6 Proprietary Devices
– Modular Wetland
System (MWS)
Inspect annually or per
manufacturer’s requirements
whichever is more stringent.
Responsible Party:
Public Storage
Maintenance will occur as per
manufacturer’s instructions
included in Section E of this
document.
Remove trash/debris as
necessary.
Replace cartridge and drain down
filter media.
Trim vegetation.
Unit maintenance as required by
manufacturer.
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Section 2.0 O peration & Maintenance Plan for
Modular Wetland System Unit
2.1 R esponsible Party
Entity responsible for the long-term inspection and maintenance:
N
ame: Mark Kennedy
Title: Senior Vice President
Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Phone: (800) 688-8057
Source of Funding:
Company: Public Storage
Address: 701 Western Avenue, Glendale, CA 91201
Phone: (800) 688-8057
2.2 B
MP Specific Information
BMP Type: Contech CMP Infiltration System
Model Footprint Location Quantity
Modular Wetland
System Unit
Model No.
MWS L-8-8
9’x9’ West side of the site 1 EA
2.3 Regular Inspection
The manufacturer recommends ongoing annual inspections of the accumulated sediment.
S
ediment deposition and transport may vary from year to year and inspections will help ensure that system is cleaned out at the appropriate time. Keep a record of each inspection.
System should be cleaned when inspection reveals that accumulated sediment or trash is clogging the discharge orifice. Should it be necessary to get inside the system to perform maintenance activities, all appropriate precautions regarding confined space entry and OSHA regulations should be followed. The site’s maintenance manager can then revise the inspection schedule based on experience or local requirements.
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2.4 C leaning
Schedule the cleanout during dry weather. Accumulated sediment and trash can typically be e
vacuated through the manhole over the outlet orifice. If maintenance is not performed as recommended, sediment and trash may accumulate in front of the outlet orifice. Manhole covers should be securely seated following cleaning activities.
2.5 M
aintenance Log
Keep a log of all inspections and maintenance performed on the CMP Retention system. The l
og should be kept on-site.
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Modular Wetland System Unit Model No. MWS L-8-8 Inspection & Maintenance Log
_
_MWS Unit Location: _West Side of the Site________________
Date Depth of
Sediment
Accumulated
Trash
Maintenance
Performed
Maintenance
Personnel
Comments
APPENDIX F
Noise Study
NOISE STUDY
FOR THE
ALAMEDA STREET COMPTON PROJECT
3010 N. Alameda Street, Compton, California 90222
PREPARED FOR:
Public Storage
701 Western Avenue
Glendale, CA 91201
PREPARED BY:
Westlake Village Office
920 Hampshire Road, Suite A5
Westlake Village, CA 91361
Los Angeles Office
706 S. Hill Street, 11th Floor
Los Angeles, CA 90014
January 2022
Alameda Street Compton Project i Noise Study
Public Storage January 2022
Table of Contents
Section Page
Executive Summary ...................................................................................................... 1 Project Description ...................................................................................................... 2 Noise Descriptors ......................................................................................................... 2 Regulatory Setting ....................................................................................................... 5 Existing Conditions ....................................................................................................... 7 Methodology .............................................................................................................. 8 Thresholds of Significance ............................................................................................ 10 Noise Analysis ........................................................................................................... 11 Cumulative Noise ....................................................................................................... 16
Attachments
A Noise Monitoring Data Sheets
B Construction Noise Worksheet
C Construction Vibration Worksheet
Alameda Street Compton Project ii Noise Study
Public Storage January 2022
Tables
Table Page
1 Noise Descriptors ............................................................................................... 3 2 Noise/Land Use Compatibility Matrix ....................................................................... 6 3 Ambient Noise Measurements ................................................................................ 7 4 Typical Maximum Noise Levels for Project Construction Equipment ................................. 12 5 Construction Maximum Noise Estimates .................................................................. 13 6 On-Site Construction Vibration Impacts—Building Damage ............................................ 15 7 On-Site Construction Vibration Impacts—Human Annoyance .......................................... 15
Alameda Street Compton Project 1 Noise Study
Public Storage January 2022
EXECUTIVE SUMMARY
Public Storage proposes to demolish all existing buildings and site improvements, and construct one, three-story self-storage building with related site improvements.
In accordance with requirements under the California Environmental Quality Act (CEQA), this Noise Study estimates future noise and vibration levels at surrounding land uses resulting from construction and operation of the Project . The report includes the c ategories and types of noise and vibration sources resulting from the Project, the calculation procedures used in the analysis, and any assumptions or limitations.
This report summarizes the potential for the Project to generate a substantial temporary or permanent increase in ambient noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies; generate excessive groundborne vibration or groundborne noise levels; or expose people re siding or working in the project area to excessive noise levels.
The findings of the analyses are as follows:
• Construction activities would not result in short-term and temporary noise impacts to nearby noise- sensitive receptors due to on-site construction equipment and activities. Compliance with the City’s Nosie Ordinance and standards established in the local general plan would ensure implementation of noise-attenuation techniques and placement of the construction -staging area and earthmoving equipment away from noise-sensitive sites to reduce construction noise levels below the significance threshold.
• Construction of the Project would generate sporadic, temporary vibration effects adjacent to the Project area but would not be expected to exceed the significance thresholds. • Noise associated with cumulative construction activities would be reduced to the degree reasonably and technically feasible through proposed recommended measures for each individual project and compliance with locally adopted and enforced noise ordinances. Given that construction activities would be required to comply with the City’s allowable hours and would be temporary, construction- related noise would not be significant.
• Noise associated with cumulative operational sources would not be significant. • Due to the rapid attenuation characteristics of ground -borne vibration and the distance of the cumulative projects to the Project site, no potential exists for cumulative construction - or operational-related impacts with respect to ground-borne vibration.
Alameda Street Compton Project 2 Noise Study
Public Storage January 2022
PROJECT DESCRIPTION
Public Storage is under contract to purchase the property located on 3010 N. Alameda Street (APN 6169- 021-032 and 6169- 021-038) within the City of Compton (City) . The property is approximately 92,143 square feet (2.12 acres) and is currently developed with a variety of industrial and auto related uses, totaling of 33,602 square feet among the seven existing buildings. East Weber Avenue is adjacent to the property on the north side, North Alameda Street and the Alameda Train Corridor is to the west, a metal recycling yard is to the south, and an unknown industrial use is to the east. The site and abutting properties are Zoned MH (Heavy Manufacturing) with a small portion of B (Buffer zone) to the east. The site is designated Industrial in the General Plan. Surrounding uses to the Project site include a metal recycling yard to the south, an industrial use to the east, the Alameda Train Corridor to the west, and a recycling center to the north.
The Project proposes to demolish the existing uses and site improvements to construction one, three - story self -storage building and related improvements. Th e proposed development would be 131,028 square feet in size and would include a 940 square foot rental office. Access to the site will be provided by one driveway along E. Weber Avenue and another driveway along N. Alameda St. Customers will access the new building and their storage spaces through secured lobbies, using an access code. The site and storage spaces will be accessible to customers from 6:00 AM to 9:00 PM seven days a week. The rental office will be open from 9:00 AM to 6:00 PM seven days a week.
NOISE DESCRIPTORS
Fundamentals of Sound
Because the human ear does not respond uniformly to sounds at all frequencies, sound -pressure level alone is not a reliable indicator of loudness. For example, the human ear is less sensitive to low and high frequencies than to the medium frequencies that more closely correspond to human speech. In response to the sensitivity of the human ear to certain sound frequencies, the A-weighted noise level, referenced in units of dBA, was developed to better correspond with people’s subjective judgment of sound levels.
To support assessing a community reaction to noise, scales have been developed that average sound - pressure levels over time and quantify the result in terms of a single numerical descriptor. Several scales have been developed that address community noise levels. The equivalent sound level ( Leq) is the average A-weighted sound level measured over a given time interval. Leq can be measured o ver any period but is typically measured for 1-minute, 15-minute, 1-hour, or 24-hour periods.
Table 1: Noise Descriptors identifies various noise descriptors developed to measure sound levels over different periods of time.
Alameda Street Compton Project 3 Noise Study
Public Storage January 2022
TABLE 1
NOISE DESCRIPTORS
Term Definition
Decibel (dB)
The unit for measuring the volume of sound equal to 10 times the logarithm (base 10) of the ratio of the pressure of a measure sound to a reference pressure.