Wells and Additional Sources Detail Report
670 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-006991 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-003251 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1985-003333 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005506 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Wells and Additional Sources Detail Report
671 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-002962 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-006003 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-003626 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1250 AVIATION AVE
Location(OSWCR): 1250 AVIATION AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
672 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2006-006814 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1988-003870 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2010-007229 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1401 AIRPORT BLVD
Location(OSWCR): 1401 AIRPORT BLVD
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-003260 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Wells and Additional Sources Detail Report
673 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-002971 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-005566 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-007337 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
674 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1997-004431 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005802 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1180,1182,1184 CAMPBELL AVE
Location(OSWCR): 1180,1182,1184 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1987-005368 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0159558 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
675 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0007398 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0264587 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1999-002459 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0050402 City(OSWCR): None
City: None County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
676 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-005945 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1985-004940 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1991-008068 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
677 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0258231 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1991-008638 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0207888 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0309091 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Wells and Additional Sources Detail Report
678 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-003833 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0121904 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0048852 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
679 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR0170925 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0121091 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0223480 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005489 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Wells and Additional Sources Detail Report
680 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1991-008791 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1989-010281 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1987-003231 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
681 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1985-003332 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1988-005659 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-006996 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-005093 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
682 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2010-007228 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1401 AIRPORT BLVD
Location(OSWCR): 1401 AIRPORT BLVD
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1987-005369 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-003621 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1250 AVIATION AVE
Location(OSWCR): 1250 AVIATION AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1988-005073 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
683 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-006987 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-007292 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1987-005367 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
684 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1988-007835 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1988-007836 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-005968 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-005000 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Wells and Additional Sources Detail Report
685 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0186075 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-004902 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0102728 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
686 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2000-005562 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0199777 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1999-002742 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0187033 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Wells and Additional Sources Detail Report
687 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0006595 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-006847 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1986-004555 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
688 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR0006499 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0007399 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1987-005370 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2010-001772 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1175 CAMPBELL AVE
Location(OSWCR): 1175 CAMPBELL AVE
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
689 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-006810 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005495 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2002-006452 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-005971 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
690 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0204423 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1990-010829 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0326452 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
691 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0298269 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0143268 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0102925 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0215927 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Wells and Additional Sources Detail Report
692 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2009-004376 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 590 W HEDDING ST
Location(OSWCR): 590 W HEDDING ST
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0312360 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1991-001719 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
693 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2001-006177 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005476 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-006815 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1988-006360 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Wells and Additional Sources Detail Report
694 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005952 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1991-005435 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-005540 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
695 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1987-005549 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-003624 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1250 AVIATION AVE
Location(OSWCR): 1250 AVIATION AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-007227 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-007207 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
696 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2010-003238 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1175 CAMPBELL AVE
Location(OSWCR): 1175 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2004-007106 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1250 AVIATION AVENUE (HANGER E)
Location(OSWCR): 1250 AVIATION AVENUE (HANGER E)
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-003252 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-001655 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
697 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-004695 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2011-004533 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1401 AIRPORT BLVD
Location(OSWCR): 1401 AIRPORT BLVD
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-003224 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
698 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005519 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1987-007803 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-004214 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-004268 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Wells and Additional Sources Detail Report
699 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1995-002190 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005720 City(OSWCR): SAN JSOE
City: SAN JSOE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0042676 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
700 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2010-001773 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1175 CAMPBELL AVE
Location(OSWCR): 1175 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-004433 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1999-002457 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-004040 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Wells and Additional Sources Detail Report
701 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2007-006308 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1173 CAMPBELL AVE
Location(OSWCR): 1173 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0283330 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0154199 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
702 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2005-000184 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1250 AVIATION AVE
Location(OSWCR): 1250 AVIATION AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2002-004393 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-003228 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-004273 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
703 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0158730 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0284096 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0225407 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0286786 City(OSWCR): None
City: None County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
704 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0170924 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0060021 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0057258 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
705 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0159556 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1998-001927 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1988-006135 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-003070 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Wells and Additional Sources Detail Report
706 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2009-004437 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1173 CAMPBELL AVE
Location(OSWCR): 1173 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2002-006475 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1990-003623 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
707 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR0204663 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1180-1184 CAMPBELL AVENUE
Location(OSWCR): 1180-1184 CAMPBELL AVENUE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1991-005434 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-005964 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1994-006471 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Wells and Additional Sources Detail Report
708 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-006041 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2000-003780 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-002906 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
709 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2006-005691 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1990-010152 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-006095 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005514 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
710 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1989-010283 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2003-008325 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1181 CAMPBELL AVE
Location(OSWCR): 1181 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1997-004271 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR0056962 City(OSWCR): None
City: None County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
711 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2004-006560 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 435 EL CAMINO REAL
Location(OSWCR): 435 EL CAMINO REAL
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1999-003232 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2005-001953 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1180,1184 CAMPBELL AVE
Location(OSWCR): 1180,1184 CAMPBELL AVE
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
712 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-004903 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2005-001964 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1180,1182,1184, CAMPBELL AVE
Location(OSWCR): 1180,1182,1184, CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR1993-006490 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2001-005097 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Wells and Additional Sources Detail Report
713 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92292
Location: None
Location(OSWCR): 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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2013-003210 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2008-004721 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1173 CAMPBELL AVE
Location(OSWCR): 1173 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2010-001783 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1175 CAMPBELL AVE
Location(OSWCR): 1175 CAMPBELL AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
Wells and Additional Sources Detail Report
714 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2006-007003 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 69 ENE 0.89 4,714.71 58.28 WATER WELLS
WCR No: WCR2006-005029 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3526
Decimal Latitude: 37.3526 Decim Long(OSWCR): -121.92292 Decimal Longitude: -121.92292
Location: 1125 COLEMAN AVE
Location(OSWCR): 1125 COLEMAN AVE
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 70 NNW 0.91 4,827.36 55.62 WATER WELLS
WCR No: WCR0012447 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.35930871
Decimal Latitude: 37.35930871 Decim Long(OSWCR): -121.94234965 Decimal Longitude: -121.94234965
Location: 1850 DE LA CRUZ
Location(OSWCR): 1850 DE LA CRUZ
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 71 NNW 0.93 4,935.01 55.28 WATER WELLS
WCR No: WCR2012-001860 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3594444
Decimal Latitude: 37.3594444 Decim Long(OSWCR): -121.9430556 Decimal Longitude: -121.9430556
Location: 555 REED ST.
Wells and Additional Sources Detail Report
715 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 555 REED ST.
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 72 E 0.94 4,949.79 71.92 WATER WELLS
WCR No: WCR2013-002336 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.3447222
Decimal Latitude: 37.3447222 Decim Long(OSWCR): -121.92 Decimal Longitude: -121.92
Location: 855 MCKENDRIE ST
Location(OSWCR): 855 MCKENDRIE ST
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 73 NNW 0.94 4,982.45 56.46 WATER WELLS
WCR No: WCR0010377 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.35879942
Decimal Latitude: 37.35879942 Decim Long(OSWCR): -121.94544071 Decimal Longitude: -121.94544071
Location: 720 REED STREET
Location(OSWCR): 720 REED STREET
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0141366 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
716 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1989-011060 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0159309 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-003155 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMERY ST.
Location(OSWCR): 901 EMERY ST.
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0020281 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
717 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007308 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0060700 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2004-002787 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 2106 THE ALAMEDA
Location(OSWCR): 2106 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1985-004646 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
718 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0006540 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0216330 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0098392 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
719 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0061856 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1984-001706 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-004209 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1390 MAGNOLIA AVE
Location(OSWCR): 1390 MAGNOLIA AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-003393 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
720 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2008-005282 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMERY ST
Location(OSWCR): 901 EMERY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1999-007450 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1996-002210 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
721 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2014-002191 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 905 STOCKTON AVE
Location(OSWCR): 905 STOCKTON AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0019992 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0121321 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0196957 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Wells and Additional Sources Detail Report
722 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2008-005199 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1390 MAGNOLIA AVE
Location(OSWCR): 1390 MAGNOLIA AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0309923 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0297423 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
723 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1985-004647 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-004758 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0129796 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0207373 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
724 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0086990 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0057421 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0011134 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0118031 City(OSWCR): None
City: None County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
725 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-004768 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 561 EMORY ST
Location(OSWCR): 561 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1989-011209 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0265415 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
726 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2010-001234 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON AVE
Location(OSWCR): 795 STOCKTON AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-005752 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-008119 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2006-006925 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
727 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: 960 HEDDING ST
Location(OSWCR): 960 HEDDING ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-004757 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1985-003329 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1989-011061 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
728 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1997-007021 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2008-005284 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMERY ST
Location(OSWCR): 901 EMERY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2004-002786 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 2106 THE ALAMEDA
Location(OSWCR): 2106 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002533 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Wells and Additional Sources Detail Report
729 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-004179 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-005754 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-002764 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
730 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2001-007307 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007314 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002530 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002535 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
731 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0126466 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: EMORY AT ELM ST
Location(OSWCR): EMORY AT ELM ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1986-007434 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-004181 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0144863 City(OSWCR): None
City: None County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
732 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0060701 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0196079 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0219601 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
733 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0081032 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0143307 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0220299 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2011-004547 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
734 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: EMERY ST
Location(OSWCR): EMERY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2002-006787 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-003394 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0267735 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
735 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR0103634 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0068693 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0237411 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0069033 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Wells and Additional Sources Detail Report
736 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0258288 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0041981 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0087055 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
737 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR0007757 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0237329 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0326469 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-003986 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
738 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-004177 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2011-004548 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: STOCKTON AVE & EMERY ST
Location(OSWCR): STOCKTON AVE & EMERY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1989-003383 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1984-002532 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
739 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1985-003330 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2002-004620 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-008125 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
740 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007315 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2004-002785 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 2106 THE ALAMEDA
Location(OSWCR): 2106 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2002-007032 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2002-006788 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
741 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007310 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-005241 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007311 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
742 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1984-002788 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1999-002071 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-003371 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMERY ST.
Location(OSWCR): 901 EMERY ST.
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-003395 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Wells and Additional Sources Detail Report
743 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2006-003881 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 960 HEDDING ST
Location(OSWCR): 960 HEDDING ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1999-007452 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-004176 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
744 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1996-002209 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1991-007670 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1995-005747 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007313 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
745 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0284500 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1985-002748 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007309 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2004-000806 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
746 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: NEWHALL ST
Location(OSWCR): NEWHALL ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1984-002632 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0326491 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0284501 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
747 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2014-002192 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 905 STOCKTON AVE
Location(OSWCR): 905 STOCKTON AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1985-002732 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0298754 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2008-005202 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
748 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: 1390 MAGNOLIA AVE
Location(OSWCR): 1390 MAGNOLIA AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0045523 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0219345 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0197220 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
749 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR0087054 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0237621 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0133108 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0269332 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Wells and Additional Sources Detail Report
750 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0072500 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0237595 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0083926 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: SAME AS ABOVE
Location(OSWCR): SAME AS ABOVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
751 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1989-003382 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0301566 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-005755 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-004756 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
752 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2002-006824 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0209518 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002527 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-005756 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
753 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002529 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002532 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-004178 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
754 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-003394 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002528 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2008-005281 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMERY ST
Location(OSWCR): 901 EMERY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1996-002207 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
755 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1984-002789 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2002-006789 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2014-014602 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 2090 THE ALAMODA
Location(OSWCR): 2090 THE ALAMODA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
756 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2008-005283 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMERY ST
Location(OSWCR): 901 EMERY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-007312 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0198163 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1996-002208 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Wells and Additional Sources Detail Report
757 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-002763 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2004-000189 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON BLVD
Location(OSWCR): 795 STOCKTON BLVD
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1989-011210 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
758 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR1984-002631 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-004759 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2003-002575 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2010-001233 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON AVE
Location(OSWCR): 795 STOCKTON AVE
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
759 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0087053 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-004208 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1390 MAGNOLIA AVE
Location(OSWCR): 1390 MAGNOLIA AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-005753 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1999-007451 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
760 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2010-001342 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON AVE
Location(OSWCR): 795 STOCKTON AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0008853 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1992-009770 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): None
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
761 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2004-007059 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 2090 THE ALAMEDA
Location(OSWCR): 2090 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1996-002211 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0204473 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0118032 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
762 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0011670 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0225954 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0300291 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
763 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR0311640 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1996-002206 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0213318 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0269170 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Wells and Additional Sources Detail Report
764 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR0057422 City(OSWCR): None
City: None County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2003-000005 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON AVE
Location(OSWCR): 795 STOCKTON AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2003-002574 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
765 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2002-006823 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1997-007018 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-003372 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2010-001355 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON AVE
Location(OSWCR): 795 STOCKTON AVE
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Wells and Additional Sources Detail Report
766 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Resources - Well Completion Reports
Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2006-006926 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 960 HEDDING ST
Location(OSWCR): 960 HEDDING ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2014-002193 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 905 STOCKTON AVE
Location(OSWCR): 905 STOCKTON AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-005757 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2010-001354 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
Wells and Additional Sources Detail Report
767 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON AVE
Location(OSWCR): 795 STOCKTON AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2001-008126 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-004207 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1390 MAGNOLIA AVE
Location(OSWCR): 1390 MAGNOLIA AVE
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-004180 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Wells and Additional Sources Detail Report
768 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Map Key Direction Distance (mi) Distance (ft) Elevation (ft) DB 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002531 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2012-002534 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 1455 THE ALAMEDA
Location(OSWCR): 1455 THE ALAMEDA
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2007-003085 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1992-009463 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Wells and Additional Sources Detail Report
769 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2009-002650 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON ST
Location(OSWCR): 795 STOCKTON ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR2003-002576 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 901 EMORY ST
Location(OSWCR): 901 EMORY ST
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 74 SE 0.95 5,000.89 86.76 WATER WELLS
WCR No: WCR1984-001707 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: None
Location(OSWCR): 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 74 SE 0.95 5,000.89 86.76 WATER WELLS
Wells and Additional Sources Detail Report
770 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p WCR No: WCR2010-001343 City(OSWCR): SAN JOSE
City: SAN JOSE County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.33812
Decimal Latitude: 37.33812 Decim Long(OSWCR): -121.92293 Decimal Longitude: -121.92293
Location: 795 STOCKTON AVE
Location(OSWCR): 795 STOCKTON AVE
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 75 WNW 0.97 5,125.32 76.48 WATER WELLS
WCR No: WCR2015-000204 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR):
Decimal Latitude: Decim Long(OSWCR):
Decimal Longitude:
Location: 1499 LINCOLN ST
Location(OSWCR): 1499 LINCOLN ST
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 76 NNW 0.98 5,152.36 53.16 WATER WELLS
WCR No: WCR2004-000123 City(OSWCR): SANTA CLARA
City: SANTA CLARA County(OSWCR): Santa Clara
County: Santa Clara Decimal Lat(OSWCR): 37.36
Decimal Latitude: 37.36 Decim Long(OSWCR): -121.9433333 Decimal Longitude: -121.9433333
Location: 400 ' EAST OF REED ST AND GRANT ST
Location(OSWCR): 400 ' EAST OF REED ST AND GRANT ST
Original Source: California Department of Water Resources - OSWCR(Well Numbers); California Department of Water Resources - Well Completion Reports
Radon Information
771 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p This section lists any relevant radon information found for the target property.
Federal EPA Radon Zone for SANTA CLARA 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 SANTA CLARA County
No Measures/Homes: 77
Geometric Mean: 0.7
Arithmetic Mean: 1.4
Median: 1
Standard Deviation: 1.9
Maximum: 9.2
% >4 pCi/L: 9
% >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.
Appendix
772 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p 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 Appendix
773 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p 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 longterm 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.
Liability Notice
774 erisinfo.com| Environmental Risk Information Services Order No: 22022400175p 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.
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No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc. ("ERIS") using various sources of information, including information provided by Federal and State government departments. The report applies only to the address and up to the date specified on the cover of this report, and any alterations or deviation from this description will require a new report. This report and the data contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein and does not constitute a legal opinion nor medical advice. Although ERIS has endeavored to present you with information that is accurate, ERIS Information Inc. disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.
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Project Property:
Project No:
Requested By:
Order No:
Date Completed:
Kapital Partners, LLC - 2655 The■Alameda, Santa Clara, CA Kapital Partners, LLC - 2655 The Alameda, Santa Clara, CA Santa Clara CA None
1347-0001
Tetra Tech, Inc.
22022400175
February 24, 2022
Topographic Map Symbology for the maps may be available in the following documents:
Pre-1947
1947-2009
2009-present
Topographic Maps included in this report are produced by the USGS and are to be used for research purposes including a phase I report.
Maps are not to be resold as commercial property.
No warranty of Accuracy or Liability for ERIS: The information contained in this report has been produced by ERIS Information Inc.(in the US) and ERIS Information Limited Partnership (in Canada), both doing business as 'ERIS', using Topographic Maps produced by the USGS.
This maps contained herein does not purport to be and does not constitute a guarantee of the accuracy of the information contained herein.
Although ERIS has endeavored to present you with information that is accurate, ERIS disclaims, any and all liability for any errors, omissions, or inaccuracies in such information and data, whether attributable to inadvertence, negligence or otherwise, and for any consequences arising therefrom. Liability on the part of ERIS is limited to the monetary value paid for this report.
Topographic Map Symbols
US Topo Map Symbols
We have searched USGS collections of current topographic maps and historical topographic maps for the project property. Below is a list of maps found for the project property and adjacent area. Maps are from 7.5 and 15 minute topographic map series, if available.
Year Map Series
2015 7.5
1980 7.5
1973 7.5
1968 7.5
1961 7.5
1953 7.5
1961 15
1953 15
1899 15
1897 15
1889 15
2015
Source: USGS 7.5 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose West, CA
¯
Quadrangle(s):
(1)
Aerial Photo Year: 1979
Photo Revision Year: 1980
1980
Source: USGS 7.5 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose West, CA(1)
¯
Quadrangle(s):
(1)
Aerial Photo Year: 1973
Photo Revision Year: 1973
1973
Source: USGS 7.5 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose West, CA(1)
¯
Quadrangle(s):
(1)
Aerial Photo Year: 1968
Photo Revision Year: 1968
1968
Source: USGS 7.5 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose West, CA(1)
¯
Quadrangle(s):
(1) 1961 Aerial Photo Year: 1960
Source: USGS 7.5 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose West, CA(1)
¯
Quadrangle(s):
(1) 1953 Aerial Photo Year: 1948
Source: USGS 7.5 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose West, CA(1)
¯
Quadrangle(s):
1961
Source: USGS 15 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose, CA
¯
Quadrangle(s):
(1) 1953 Aerial Photo Year: 1948
Source: USGS 15 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose, CA(1)
¯
Quadrangle(s):
1899
Source: USGS 15 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose, CA
¯
Quadrangle(s):
1897
Source: USGS 15 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose, CA
¯
Quadrangle(s):
1889
Source: USGS 15 Minute Topographic Map
Order No. 22022400175
0 0.125 0.25 0.5
Miles
San Jose, CA
¯
Quadrangle(s):
Phase I Environmental Site Assessment 2665 The Alameda
May 2022
Appendix D—Previous Phase I Environmental Site
Assessment
Phase I Environmental Site Assessment 2665 The Alameda
May 2022
Appendix E—Photographic Log
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
1 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 1
Description:
View of the Site from
adjacent parking lot to the
south.
Orientation:
Facing northwest
Photo: 2
Description:
View of the Site access
gate from Park Avenue.
Orientation:
Facing north
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
2 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 3
Description:
View of monitoring wells
at the northwest end of the
Site.
Orientation:
Facing southeast
Photo: 4
Description:
View of monitoring well
outside the fence at the
northwest end of the Site.
Orientation:
Facing southeast
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
3 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 5
Description:
View of the southeast
portion of the Site.
Monitoring well on left
assumed to be ozone
sparge point SP-1.
Orientation:
Facing southeast
Photo: 6
Description:
View of monitoring wells
U-10 and U-3
(background) and ozone
sparge point SP-a
(foreground) on the east
side of the Site.
Orientation:
Facing east
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
4 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 7
Description:
View of the south
boundary of the Site and
monitoring well U-7.
Orientation:
Facing west
Photo: 8
Description:
View of the south site
boundary and adjacent
commercial property south
of the Site.
Orientation:
Facing South
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
5 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 9
Description:
View of restaurants and
drycleaners (University
Cleaners) southwest of the
Site across Park Avenue.
Orientation:
Facing west
Photo: 10
Description:
View of concrete/asphalt
patching at the intersection
of Locust Street and Park
Avenue, south of the Site
and southeast of
University Cleaners
Orientation:
Facing north
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
6 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 11
Description:
View of a restaurant (Pizza
My Heart) adjacent west of
the Site, across Park
Avenue. Daycare property
in background located
northwest of the Site at the
intersection of Bellomy
Street and Park Avenue.
Orientation:
Facing northwest
Photo: 12
Description:
View of abandoned
monitoring well location
on the northwest side of
Pizza My Heart property.
Orientation:
Facing east
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
7 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 13
Description:
View of monitoring well
on Bellomy Street, south
of the daycare building.
Orientation:
Facing west
Photo: 14
Description:
View of a second
monitoring well on
Bellomy Street, south of
the daycare building.
Orientation:
Facing west
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
8 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 15
Description:
View of the front of the
daycare building with the
Site in the background
(left).
Orientation:
Facing southeast
Photo: 16
Description:
View of Santa Clara
University buildings
northeast of the Site,
across The Alameda.
Orientation:
Facing north
Photographic Documentation
Kapital Partners – The Alameda
2566 Santa Clara, CA 95050
Tetra Tech Project Number: 194-1347-0001
9 Tetra Tech, Inc. Photographed by Mike Ferrif on March 7, 2022 Photo: 17
Description:
View of Santa Clara
University housing
buildings adjacent east of
the Site, across The
Alameda.
Orientation:
Facing east
Phase I Environmental Site Assessment 2665 The Alameda
May 2022
Appendix F—Resumes of Environmental Professionals
Carl Lenker, PE, QSD
Senior Environmental Engineer
EXPERIENCE SUMMARY
Mr. Lenker is an environmental engineer with more than 15 years of environmental consulting experience consisting of performing environmental compliance, conducting Phase I and II environmental site assessments (ESAs), treatability studies, feasibility studies, pilot testing, and remedial design work. He has conducted over 50 Phase I ESAs. He also has experience with the design and installation of several remediation technologies including slurry walls, soil excavation, soil vapor extraction, dual-phase extraction, in-well air sparging, groundwater aeration, in situ chemical oxidation, and in situ bioremediation. Mr. Lenker manages a variety of projects to satisfy client objectives.
RELEVANT EXPERIENCE
NRG Energy, Daggett Solar Power Facility, San Bernardino County, CA. Performed senior review of the Phase I ESA for the proposed Daggett Solar Power Facility encompassing approximately 3,393 acres of land in San Bernardino County. The Phase I ESA was completed in general accordance with the ASTM Standard E2247-16.
WSS Phase I ESA Portfolio, Southern California, CA. Assisted with conducting and managing the preparation of Phase I ESAs for a portfolio of 11 commercial properties throughout Southern California. The Phase I ESA reports were prepared within 3 weeks.
Blythe Energy SPCC, Blythe, CA. Prepared a Spill Prevention, Control and Countermeasure (SPCC) Plan for a 520-megawatt natural gas-fired, combined cycle power plant in Blythe, California. Performed the site visit and documented the location and size of oil products at the facility including above-ground and underground storage tanks. Calculated secondary containment volumes to confirm adequate containment. Prepared emergency response action plan and spill control and clean-up equipment list.
North County Transit District SPCC, Various Locations. Prepared SPCC plans for several train fueling, maintenance, and operations facilities in southern California. Facilities were up to 18 acres in size with numerous chemical storage areas. Developed a template to streamline the preparation of the SPCC plan.
Griffon Corporation, Site Characterization and Remedial Activities, Rancho Dominguez, CA. Managed a remedial-focused investigation and remediation activities to address chlorinated solvents in soil and groundwater.
The groundwater plume is commingled with impacts from adjacent properties. Utilized MIP technology to determine the horizontal and vertical limits of the source area for remediation and to evaluate potential offsite impacts. Remediation of the soil impacts are being conducted utilizing a SVE system, while groundwater impacts will be treated by the pneumatic emplacement of sand slurry mixed with potassium permanganate due to the presence of a tight silt formation.
Prologis, Site Characterization and Remedial Activities, Commerce, CA. Managed this contract to remediate carbon tetrachloride impacts in soil beneath an operating 650,000 square foot warehouse. Included the operation and maintenance of a 1,000 cfm SVE system which was able to remediate the soil vapor impacts within six months of operation, as originally designed, and a No Further Action Letter was issued by the Los Angeles
EDUCATION
BS, Chemical Engineering,
University of Michigan, 2001
MS, Environmental Engineering,
University of Michigan, 2003
AREA OF EXPERTISE
Site remediation and project
management
REGISTRATIONS/
CERTIFICATIONS
Professional Civil Engineer, California,
2008 (C72516)
Qualified SWPPP Developer
Sustainable Remediation Forum
OFFICE
Irvine, California
YEARS OF EXPERIENCE
Over 15
Résumé Carl Lenker, PE
County Fire Department after confirmation soil vapor sampling indicated no detectable vapor concentrations beneath the warehouse.
IHP Capital Partners, Site Characterization and Remedial Activities, Northridge, CA. Provided a technical review for the site characterization and prepared a Remedial Action Plan to treat residual PCE, Freon-113, and benzene impacts utilizing a SVE system. The impacts associated with a former aerospace parts manufacturing facility that operated on the property. Worked closely with the Los Angeles County Fire Department to expedite the investigation and remedial activities to allow for redevelopment of the property for residential use.
Confidential Client, In-Situ Perchlorate and Hexavalent Chromium Treatment Bench-Scale and Treatability Studies, Henderson, NV. Project engineer responsible for preparing the work plan and conducting several bench-scale and treatability studies. The treatability studies include the evaluation of in situ chemical reduction, in situ biological reduction, soil flushing, and vacuum enhanced recovery technologies to address hexavalent chromium, chloroform, chlorate, and perchlorate impacts to soil and groundwater.
Griffon Corporation, Background Arsenic Evaluation and Feasibility Study, Frankfort, NY. Developed and implemented a plan under the NYSDEC and NYSDOH to conduct a background soil evaluation to demonstrate elevated arsenic and metal concentrations in on-site soil and groundwater are largely naturally occurring and not attributable to over 100 years of historical operations. The results of the background soil evaluation will be incorporated into a feasibility study to refine the areas requiring remedial evaluation potentially resulting in over $1M in savings for the client.
Port of Los Angeles, Aeration System Design for Enhanced Biodegradation, San Pedro, CA. Designed an aeration system to enhance biodegradation of petroleum impacts at the Port of Los Angeles. The aeration system consists of 22 horizontal injection wells with screen lengths ranging from 60 to 130 feet. Performed detailed head loss calculations to minimize head loss over the entire length of conveyance piping. Designed the well screen to allow for equal air distribution throughout the entire screened interval. Selected an appropriate air compressor to meet the flow rate and pressure requirements. Developed an innovative cycling strategy to minimize potential air emissions and to ensure aeration only occurs when sufficient water is present due to the location within the tidal zone where elevations vary up to 8 feet in a day.
Sunset Waste, LNAPL Remediation and Vapor Mitigation at an Existing Shopping Center, San Diego, CA.
Prepared and implemented a Remedial Action Plan to address LNAPL and dissolved-phase groundwater impacts beneath an existing shopping center. The Remedial Action Plan outlined the remediation program consisting of injecting persulfate and oxygen release compounds through both horizontal and vertical injection wells to treat the dissolved-phase petroleum hydrocarbon impacts as well as LNAPL recovery strategies. A Vapor Mitigation Plan was also developed and implemented to mitigate the potential for vapor intrusion to the on-site tenants. A vapor barrier, Retro-Coat®, was installed in one of the suites due to the presence of elevated indoor air concentrations.
KTR Capital Partners, Site Characterization and Remedial Activities, Commerce, CA. Senior Project Engineer responsible for providing technical review of the site characterization and remedial investigation as well as preparing the Feasibility Study, Remedial Action Plan, and construction drawings for the installation of a 1,000 cfm SVE system to treat wide-spread carbon tetrachloride impacts. Coordinated the SVE system installation efforts with the construction manager to minimize impact to site grading activities and the construction of a 650,000 square foot warehouse.
Deerfield Realty, Remediation Project, Menlo Park, CA. Senior Project Engineer responsible for the oversight of investigation and remediation activities under the regulatory oversight of the San Mateo County Health Services and the California Regional Water Quality Control Board – San Francisco Bay Region. Conducted and coordinated activated persulfate injections and pre- and post-injection soil and groundwater sampling under a guaranteed fixed-price remediation contract.
Soil and Groundwater Management Plan
2665 The Alameda (Former Unocal Site No. 0715)
Santa Clara, California
Project #194-1347-0002
March 31, 2023
PRESENTED TO PRESENTED BY
Kapital Alameda, LLC
1999 S. Bascom Ave., Suite 250
Campbell, CA 95008
Tetra Tech, Inc.
17885 Von Karman Avenue
Irvine, California 92614
P +1-949-809-5000
F +1-949-809-5010
tetratech.com
Prepared by:
DRAFT
Walter Bell, P.E.
Project Engineer
Date
Reviewed by:
DRAFT
Carl Lenker, P.E.
California Environmental Remediation Lead
Date
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
i
TABLE OF CONTENTS
1.0 INTRODUCTION........................................................................................................................ 1
2.0 OBJECTIVES............................................................................................................................. 1
3.0 PROPERTY DEVELOPMENT ASSUMPTIONS......................................................................... 1
4.0 BACKGROUND ......................................................................................................................... 2
4.1 Property Location and Description.................................................................................. 2
4.2 Property History and Current Status ............................................................................... 3
4.3 Summary of Relevant Reports and Investigations........................................................... 3
5.0 AREAS OF CONCERN.............................................................................................................. 4
6.0 SOIL SCREENING AND SAMPLING PROTOCOL .................................................................... 5
7.0 SITE GRADING AND MONITORING PROTOCOL .................................................................... 6
7.1 Monitoring Activities........................................................................................................ 6
7.2 Fugitive Dust Management and Monitoring..................................................................... 7
7.3 Encountering Subsurface Anomalies .............................................................................. 7
7.4 Excavation Area Requirements....................................................................................... 8
7.5 Soil Handling .................................................................................................................. 8
7.6 Requirements for Stockpiling .......................................................................................... 9
7.7 Protocol and Procedures for Encountering Debris and Miscellaneous Unidentified Anomolies..................................................................................................................... 10
7.8 Impacted Soil Disposal Procedures .............................................................................. 10
7.9 Groundwater DEWATERING PPROCEDURES............................................................ 10
8.0 CONSTRUCTION BEST MANAGEMENT PRACTICES........................................................... 11
9.0 NOTIFICATION PROCEDURES/CONTACT INFORMATION .................................................. 13
10.0 REFERENCES......................................................................................................................... 15 TABLES
Table 1 Well Construction Details
Table 2 Summary of Soil Analytical Results
Table 3 Summary of Soil Vapor Analytical Results
Table 4 Summary of Groundwater Sample Analytical Results
FIGURES
Figure 1 Site Location Map
Figure 2 Site Layout with Construction Phases
Figure 3 Proposed Development Layout
Figure 4 Areas of Concern
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
ii
APPENDICES
Appendix A Preliminary Development Plan
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
1 1.0 INTRODUCTION
Tetra Tech, Inc. (Tetra Tech) has prepared this Soil and Groundwater Management Plan (SGMP) on behalf of Kapital Alameda, LLC (Kapital) for the property located at 2665 The Alameda (Former Unocal Site No. 0715) in Santa Clara, California (Project). Tetra Tech has prepared this SGMP to be implemented during grading operations in order to address the possibility that previously undiscovered contaminants are encountered. The Project consists of constructing a multi-level student housing complex, ground level retail structures, and an underground parking structure on approximately 0.46 acres of land in Santa Clara County, California (Property; Figure 1).
The purpose of this SGMP is to provide a background of the Property, highlight areas of concern (AOCs) that the grading contractor should be aware of during grading activities, and define procedures for addressing suspected contaminated materials or subsurface anomalies that may be encountered during grading activities. The AOCs are based on the information provided in the January 2023 Conceptual Site Model Update for the Property (Tetra Tech 2023b).
2.0 OBJECTIVES
The objectives of the SGMP are to:
• Identify AOCs where the site grading contractor should be prepared to encounter potential environmental issues, based on the information provided in the January 2023 Conceptual Site Model Update (Tetra Tech 2023b);
• Provide guidance to the site grading contractor when potentially encountering impacted soil and other unidentified subsurface objects not described in previous environmental assessment reports within AOCs;
• Ensure that grading operations within AOCs continue with as few interruptions as possible; and
• Reduce any potential health effects within AOCs associated with exposure to contaminants of concern (COCs).
3.0 PROPERTY DEVELOPMENT ASSUMPTIONS
Kapital Alameda, LLC is currently planning to redevelop the Property for mixed commercial/residential use with preliminary development plans calling for a subterranean parking structure, a commercial space on the first floor and four floors of residential apartments.
The following assumptions have been used to guide development of this SGMP based on Tetra Tech’s understanding of current Project plans:
1. The development of the Property will be for residential housing/commercial spaces.
2. Overall responsibility for management of the development will reside with Kapital Alameda, LLC and its contractors.
3. Kapital Alameda, LLC and its contractors will have the responsibility for reviewing and approving any activities at the Property that involve removal of any subgrade utilities, pavement, and/or subsurface/subgrade excavations.
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
2 4. The excavations are expected to extend up to 20 feet below ground surface (bgs) to accommodate the subterranean parking lot. The actual depth of the excavations is dependent on a number of factors, including, but not necessarily limited to, the building(s) design and the geotechnical engineer’s foundation recommendations.
5. The SGMP is designed so that previously unknown areas of impacted soil, if any, can be addressed in the event one or more Impacted Soil Areas (ISAs) are encountered.
4.0 BACKGROUND
Kapital Alameda, LLC and/or its development partners, intend to develop the Property for a multi-level student housing complex and ground level retail spaces with associated parking structures.
4.1 PROPERTY LOCATION AND DESCRIPTION
The Property is located at 2665 The Alameda and consists of a triangular parcel of fenced, vacant land in the city of Santa Clara. The Property is bordered by The Alameda to the northeast, Park Avenue to the west, and Bellomy Street to the northwest. Adjacent properties of note include various residence halls of Santa Clara University located to the east and northeast of the Property; a preschool and childcare center, Kids on Campus, to the northwest; University Cleaners to the southwest; and Pizza My Heart to the west.
The Property consists of a fenced, vacant lot covered with dirt (Tetra Tech 2023b).
The Property is located in Santa Clara Valley, which is predominantly a flat alluvial plain from the Pleistocene and Holocene. The valley is bounded by mountains to the east and west (Diablo Range and Coast Range, respectively) and is located in a major fault zone. This includes a system of northwestsoutheast trending right lateral strike slip faults on either side of the valley, as well as a series of thrust faults to the south. Most of the area in the immediate vicinity of the property is underlain by Quaternary (Pleistocene to Recent) alluvial fan deposits, the valley is composed of Jurassic to Cretaceous volcanic and metamorphic rocks from the Franciscan complex. Basement rock here also includes Coast Range ophiolite and continental margin sequences. Surficial deposits in the southwest portion of the valley include Miocene Monterey shale, Pliocene and Pleistocene Santa Clara Formation, and several other Quaternary fluvial and alluvial units (McLaughlin et al. 2002). In the northern portion of the valley, further alluvial fans, levees, and floodplain deposits are observed (Westling and Helley 1989). Previous investigations indicated that soils at and surrounding the Site grade from sand to clay. From 0-22 feet below ground surface (bgs), clays are interbedded with silts and silty sands. From 22-40 feet bgs, silty sands are interbedded with sand. Between 40 and 55 feet bgs, clayey and silty sands are interbedded with clay. Below 55 feet bgs, fine to coarse sand and clayey silts with sand are observed and are interbedded with silty and gravelly clays (Arcadis 2020).
There are no surface water bodies identified within a 0.5-mile radius of the Site. The nearest surface water feature is the Guadalupe River, located approximately 1.5 miles to the east of the Site. A well survey conducted in 2012 identified all water supply wells within a 0.5-mile radius of the Site. The results of the survey pointed to two municipal wells: one municipal well was installed approximately 1,800 feet west-northwest (downgradient) of the site to a depth of approximately 840 feet bgs and was screened from approximately 490 to 515 feet bgs, 540 to 700 feet bgs, and 730 to 820 feet bgs. A second municipal well was installed approximately 2,330 feet northeast (cross-gradient) of the Site to a depth of approximately 890 ft bgs and was screened from approximately 300 to 380 feet bgs, 430 to Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
3 485 feet bgs, 590 to 800 feet bgs, and 755 to 870 feet bgs (Stantec 2012a). During the last groundwater monitoring event, conducted in December 2022, groundwater at the Site was encountered at an elevation of approximately 57.36 to 62.35 feet above mean sea level or approximately 15 to 30 feet bgs. The groundwater flow direction is to the north-northwest at an apparent gradient of 0.019 feet/foot (Tetra Tech 2023a).
4.2 PROPERTY HISTORY AND CURRENT STATUS
Historical aerial photographs from 1931, 1965, 1980, and 1987 indicate the Property was used primarily for commercial structures (Tetra Tech 2022). In the 1931 aerial photograph, a structure can be seen on the subject property. Streets and lot spaces in the vicinity of the subject property are similar configuration as today. By 1965, the Property appears to involve additional structures. West of the Property, newly developed facilities associated with the University can be seen. The 1993 aerial photograph shows the Property without any structures, containing only what appears to be a dirt lot. Much of the structures and areas to the west of the Property remain unchanged from 1965. The 1993 to 2020 aerial photographs show the Property similar to the current condition.
4.3 SUMMARY OF RELEVANT REPORTS AND INVESTIGATIONS
Second Semi-Annual 2022 Groundwater Monitoring Report, 2665 The Alameda (Former Unocal Site No. 0715) Santa Clara, California, (Tetra Tech 2023a)
Tetra Tech submitted this Semi-Annual Groundwater Monitoring Report (GWM) on January 20, 2023 for Kapital Alameda, LLC. The report identified the following:
• Groundwater elevations have shown an increasing trend since September 2021. • Groundwater elevations ranging from 57.36 feet above mean sea level (U-22S) to 62.35 feet above mean sea level (U-1).
• No sheen or measurable light non-aqueous phase liquid were observed in any well during this event.
• Among other volatile organic compounds detected, benzene was detected in thirteen of the twenty-four groundwater monitoring wells sampled and analyzed, with detected concentrations ranging from 3.5 μg/L at U-19 to 10,000 μg/L at U-1.
• The highest concentrations of TPH were present beneath the Site at well UV-1 within the shallow zone; wells U-13, U-15, and U-18 within the middle zone; and U-1 within the deep zone.
Conceptual Site Model, 2665 The Alameda (Former Unocal Site No. 0715) Santa Clara, California, (Tetra Tech 2023b)
Tetra Tech submitted this Conceptual Site Model (CSM) on January 31, 2023 for Kapital Alameda, LLC.
The CSM identified the following:
• Soil borings advanced in 2010 and 2012 vertically defined petroleum hydrocarbon impacts. The results indicated most of the petroleum hydrocarbon impacts in soil were present on-site between approximately 10 and 40 feet bgs in the area of the former USTs and associated piping and dispensers.
• Soil impacts at the Site have largely been remediated through soil excavation and SVE. • Groundwater impacts exceeding the LTCP groundwater-specific criteria are present on the Site.
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4 Soil
The maximum benzene concentration following soil remediation activities in shallow soils was 0.084 mg/kg between 0 and 5 feet bgs at boring location U-12 and 2.6 mg/kg between 5 and 10 feet bgs at boring location U-13. The maximum ethylbenzene concentration detected in shallow soils was 1.8 mg/kg between 0 and 5 feet bgs at boring location X-1 (soil removed) and 6.3 mg/kg between 5 and 10 feet bgs at boring location U-13. The maximum naphthalene concentration detected in shallow soils was 0.52 mg/kg from 0 to 5 feet bgs at boring location X-1 (soil removed) and below laboratory detection limits for soils between 5 and 10 feet bgs. (Tetra Tech 2023b)
Groundwater
Groundwater below the Property is present at 13 feet bgs. Historically, depth to water has fluctuated between 7 and 25 feet bgs. Groundwater sampled from shallow-screened wells had a maximum benzene concentration of 89 μg/L (UV-1) and the maximum MTBE concentration was 12 μg/L (UV-1). Within the mid-screened wells, the maximum benzene concentration at the Property was 380 μg/L (U-13) and the maximum MTBE concentration was 67 μg/L (U-13). Within the deep-screened wells, the maximum benzene concentration at the Property was 10,000 μg/L (U-1), and the maximum MTBE concentration was 14 μg/L (U-4). (Tetra Tech 2023b).
Based on the analytical results presented above, the shallow soils within the sampling area may represent an AOC and precautions and procedures will be necessary during grading or construction activities.
Based on the information from groundwater monitoring and the excavation planned to be on the order of 20 feet below ground surface, it is likely that contact with groundwater will be made; dependent on the fluctuating groundwater elevations. Based on the CSM and most recent semi-annual groundwater monitoring event, groundwater has been most recently found from approximately 13 to 18 feet below ground surface.
5.0 AREAS OF CONCERN
The investigative activities discussed in the previous section of this SGMP have been determined to have sufficiently evaluated the Property for areas of potential soil impacts. No amount of investigation is sufficient to completely preclude the potential presence of undiscovered contamination. As such, it is possible for the grading contractor to discover such “pockets” of contaminated soil that may not have been discovered during previous subsurface investigations or property assessments. The grading contractor shall observe for potentially impacted soils and subsurface anomalies, which includes but is not limited to:
• Discolored soil;
• Odors;
• Elevated readings on field monitoring equipment, such as a Photo-ionization Detector (PID); • Drums;
• Underground Storage Tanks (USTs);
• Clarifiers;
• Dry wells;
• Wells or piping associated with previous remediation efforts; • Piping or other materials related to the previous site operations; and • Impacted groundwater.
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
5 Tetra Tech has identified the following AOCs based the findings of the January 2023 CSM for the Property where potential soil and groundwater impacts are more likely to be encountered based on historical activities within the AOC or in the immediate vicinity of the AOC. 2665 The Alameda
The northwest portion of the Property contained former USTs which historically released petroleum products, impacting soil and groundwater. Based on the historical monitoring data and history of petroleum product releases, it is assumed that the northern portion of the Site will contain the most impacted soils and groundwater.
Soil
Previous investigation results indicated most of the petroleum hydrocarbon impacts in soil were present on-site between approximately 10 and 40 feet bgs in the area of the former USTs and associated piping and dispensers. Soil impacts at the Property have largely been remediated through soil excavation and SVE. Known petroleum impacts outside the former USTs and associated piping and dispensers in soil are limited to soil within the smear zone of impacted groundwater and the fluctuating groundwater table.
The groundwater table has been as high as 7 feet bgs and as low as 25 feet bgs.
Groundwater
Shallow groundwater impacts are primarily down gradient of former USTs and associated piping and dispensers on the northwestern portion of the property. In general, contaminant concentrations have fluctuated with changes in groundwater elevations but have generally decreased, including in the downgradient monitoring wells. Groundwater encountered during the excavation activities may be impacted with petroleum hydrocarbons throughout the excavation area, however the majority of the impacts are anticipated to be in the northwest of the excavation area.
If potentially impacted soils, groundwater, or other subsurface anomalies are discovered, the grading contractor should immediately cease soil disturbing activities in the vicinity of the suspect soil or subsurface anomaly and notify the Construction/Environmental Manager to allow the Construction/Environmental Manager staff to take corrective actions such as inspect the materials of concern, collect samples for laboratory analysis (if necessary), and notify the proper regulatory agency (if necessary).
6.0 SOIL SCREENING AND SAMPLING PROTOCOL
In the event that potentially impacted soil is encountered during grading activities within AOCs, an assessment should be made to determine whether work can continue in the area where the potentially impacted soil was found and the contractor shall contact the Construction/Environmental Manager immediately to ensure that the soil can be adequately evaluated and assessed. Qualified and trained personnel will conduct field sampling activities that are to occur at the Property. The Construction/Environmental Manager is responsible for ensuring field staff practice proper sampling techniques, appropriately document field activities, and submit samples to certified laboratories for analysis. The Construction/Environmental Manager is also responsible for interpretation of laboratory Soil and Groundwater Management Plan 2655 The Alameda
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6 results used to develop recommendations pertaining to the fate of excavated soil. The Construction/Environmental Manager will be responsible for characterizing the soil and assessing its suitability for reuse on-site. Additional sampling and analyses may be necessary to determine appropriate disposal protocol for contaminated soil.
7.0 SITE GRADING AND MONITORING PROTOCOL
The most recent version of the grading plan should be provided by the general contractor to the grading contractor. Prior to commencement of site grading/construction activities, a kick-off meeting should be held between the Construction/Environmental Manager, the site grading contractor, the general contractor, Kapital Alameda, and other applicable parties to discuss grading and monitoring requirements as they pertain to this SGMP.
Implementation of this SGMP requires on-site monitoring during grading activities. This is primarily because there are known soil impacts present at the Property as presented in the CSM (Tetra Tech 2023b). If potential additional soil impacts are discovered during grading activities, the Construction/Environmental Manager will be required to assess the potentially impacted material and potentially screen and/or sample such materials. The following sections describe the protocol that shall be followed should impacted soils or other potentially contaminated debris be encountered at the Property during grading activities. There will be contractor prepared site-specific Health and Safety Plans to establish health and safety protocols for personnel working at the Property.
7.1 MONITORING ACTIVITIES
Soil monitoring during grading activities when impacted soils or other potentially contaminated debris are encountered is expected to include the following:
• Visual and olfactory monitoring is to be performed by the contractor’s representative, who is to be experienced with grading activities and excavations that have impacted soil. The monitoring is to include:
o Looking for subsurface anomalies (i.e., drums and tanks). o Looking for discolored soil.
o Noting whether chemical or petroleum odors are detected. • Upon encountering atypical debris (i.e., drums and tanks) and/or discolored and odorous soil, the contractor shall notify the Construction/Environmental Manager to evaluate the condition. • The Construction/Environmental Manager may also periodically monitor for impacts during grading activities using a PID or other field instruments. The frequency of monitoring by the Construction/Environmental Manager is to be mutually agreed upon by the Property Owner and the Construction/Environmental Manager.
• Documentation of monitoring activities is to include the following items:
o When the monitoring was performed, by whom, and where. It is recommended that this be accomplished by the daily completion of field monitoring forms by the contractor and the Construction/Environmental Manager (when the latter is present).
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7 o Monitoring documentation including field instrument calibration information (date, calibration method, personnel who performed the calibration), dates, times, locations, wind conditions, and field instrument readings.
7.2 FUGITIVE DUST MANAGEMENT AND MONITORING
Construction activities performed at the Property are subject to Bay Area Air Quality Management District (BAAQMD) Regulations 1 and 6, requirements pertinent to fugitive dust control. Dust control activities are to utilize the best available control measures. The method of dust control that is typically employed during soil disturbance activities is the application of water or other wetting or dust suppression compound. It is expected that dust and other excavation equipment-related emissions will meet BAAQMD guidance in effect at the time the grading activities take place.
7.3 ENCOUNTERING SUBSURFACE ANOMALIES
In the event that atypical debris (i.e., drums and tanks) and/or discolored and odorous soil are encountered, excavation and grading activities in the area the material is discovered should cease immediately and the Construction/Environmental Manager should be informed of the discovery. In a timely manner, the Construction/Environmental Manager staff will decide what screening measures should be taken, and if it is necessary to collect samples to submit for laboratory analysis to ensure adequate characterization. The following information will be documented for each sample collected:
• Sample identification number
• Sample location and description
• Site sketch showing sample location and measured distances • Sampler’s name(s)
• Date and time of sample collection
• Designation of sample as composite or grab
• Type of sample (i.e., matrix)
• Type of preservation
• Type of sampling equipment used
• Field observations and details important to analysis or integrity of samples (e.g., heavy rains, odors, colors, etc.)
• Instrument readings (e.g., photoionization detector [PID], etc.) • Chain-of-custody form numbers and chain-of-custody seal numbers • Transport arrangements (courier delivery, lab pickup, etc.) Based on the findings of the assessment, the material will be properly characterized for disposal or reuse as fill material at the Property. The Construction/Environmental Manager will inform the grading contractor of the requirements for segregation of soil stockpiles for disposal, and whether soil meets the cleanup criteria for reuse as fill material at the Property; it is the responsibility of the site grading supervisor to relay to other site grading staff information provided to him/her by the Construction/Environmental Manager, locate proper stockpiling locations for the differently characterized soil, and direct all earth-moving activities .
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
8 7.4 EXCAVATION AREA REQUIREMENTS
Open excavations created during grading activities with subsurface anomalies will be demarcated using barricades and caution tape during periods of inactivity and at the end of each workday to prevent trip and fall risks. Excavations where VOC-contaminated soil surfaces are exposed during prolonged periods of inactivity (longer than 12 hours), trench bottoms and sidewalls should be covered with heavy duty plastic sheeting in order to minimize emissions of contaminants to the atmosphere.
7.5 SOIL HANDLING
If contaminated soils or suspected contaminated soil are encountered, the soils shall be handled by a contractor certified to handle and/or transport such materials. If suspected contaminated soils are encountered during excavation and/or grading activities, the Construction/Environmental Manager should be notified immediately. Soil suspected to be impacted will be screened in the field by the Construction/Environmental Manager using field observations and an organic vapor meter.
Depending on the extent of the suspected contaminated soil, the soil may be handled in one of the following methods:
• Excavate and stockpile very near to the location of where the contaminated or suspected contaminated soil was found
• Leave in place until material can be direct loaded for offsite disposal Regardless of the method, the suspect materials will be inspected and potentially sampled for analysis by a certified laboratory. Based on the laboratory results, recommendations will be provided regarding the fate of the potentially contaminated material (i.e., disposed of as non-hazardous, hazardous, or reused at the Property).
A site-specific HASP will be prepared and will outline proper protocols pertaining to handling of soils suspected to be contaminated and should be used by on-site field management to ensure worker safety when these types of soils are encountered. The HASP will also provide on-site staff with the health and safety measures that must be adhered to when stockpiling suspected contaminated soil in designated staging areas including covering with continuous plastic sheeting and secured with sandbags. The Construction/Environmental Manager will provide input with respect to segregation of the different levels of contaminated soil to be stockpiled on plastic sheeting. If laboratory analysis results yield a determination that soil is unsuitable for reuse, arrangements must be made to transport the contaminated soils to the appropriate disposal facility within 30 days of origination. • During handling of impacted soil, construction dust control best available control measures are to be employed to control fugitive dust. These should include, but not necessarily be limited to, standard construction-related dust control measures and vapor control measures, if needed, consistent with BAAQMD Regulation 6 per Section 7.2. • During any activity involving impacted soil, the requirements of the SWPPP are to be followed to control storm water run-off, if any, particularly in the areas of impacted soil.
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
9 7.6 REQUIREMENTS FOR STOCKPILING
Contaminated soils, debris, suspect materials, and unknown structures that are excavated may be direct loaded onto trucks for offsite disposal under pre-existing waste manifest documentation or may be temporarily stockpiled until waste profiling and off-site transport of the materials can occur. Temporarily stockpiling the materials allows for grading activities to continue uninterrupted in the areas when such materials are initially encountered. The staging areas will coincide with the proposed laydown areas. The responsibility of transporting materials from the impacted area to the staging area will rest with the grading contractor. Staging areas may be modified, should site conditions require and allow for it; however, the Construction/Environmental Manager should be notified of any changes to the proposed staging area.
Contaminated soil must be covered during transportation to minimize impacts to air quality and prevent spills. Trucks will adhere to any plans prepared by the Construction Contractor, including following designating trucking routes, truck loading operations, and procedures for transportation of contaminated soil to licensed disposal facilities and waste manifest documentation procedures. In order to ensure wastes are tracked from their point of generation to ultimate disposal location, a state-approved manifest system will be implemented which shall comply with all provisions of appropriate transportation and disposal regulations. All waste manifest forms prepared in connection with disposal of soil from the Property will list Kapital Alameda, LLC as the waste generator and must be signed by an authorized representative of Kapital Alameda, LLC.
Although not anticipated, the Construction/Environmental Manager shall be notified of any soil that is brought onto the Property as import fill for backfilling purposes. Prior to being transported to the Property, potential import fill material will be adequately documented (includes listing the source location of the soil) and profiled (may include sampling and analysis if deemed appropriate), so as to prevent the introduction of contaminated fill material to the Property. • Impacted soil is to be segregated from non-impacted soil in separate stockpile(s). To the extent feasible, stockpiled soil is to be placed on an impermeable membrane/sheeting (such as visqueen-type sheeting or bermed, intact pavement/floor slab) of sufficient thickness that it will not be penetrated by earth moving equipment.
• Access restrictions for pedestrian and vehicular traffic are to be placed with the appropriate signage around impacted soil stockpile(s). Run-off control measures are to be implemented consistent with Federal, State, and local regulations. These can include covering the stockpile(s) and placing a suitable impermeable sheeting-covered berm or sandbags around the base of the stockpile(s).
• The impacted soil stockpile(s) is (are) to be covered and secured or otherwise appropriately protected from the elements when not actively in use.
• Any excavation and handling activities that involve the impacted soil are to be performed by personnel in accordance with a HASP, including provisions for medical monitoring and medical clearance.
• The Construction/Environmental Manager will determine when impacted soil is sufficiently excavated and removed in accordance with this SGMP.
• The location and dimensions of the excavation will be documented by the Construction/Environmental Manager:
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10 o in field notes,
o with a “to scale” field drawing that is linked to a permanent suitable landmark/benchmark outside of the impacted soil excavation (that will remain after the completion of development), and
o with photographs that include a date/time stamp.
7.7 PROTOCOL AND PROCEDURES FOR ENCOUNTERING DEBRIS AND MISCELLANEOUS
UNIDENTIFIED ANOMOLIES
The procedures for assessing suspected contaminated materials and unidentified anomalies within AOCs can be used as a guidance for dealing with suspect materials encountered during over-excavation activities outside of the AOCs. When atypical debris and/or soil with non-native or odorous characteristics are discovered during over-excavation activities, it is recommended that such discoveries be communicated to the Construction/Environmental Manager immediately to ensure proper sampling and analysis can be conducted and unnecessary delays can be prevented. Section 9.0 of this SGMP outlines the appropriate notification procedures. At the discretion of the Construction/Environmental Manager staff, encountered materials shall be field screened and if necessary, samples collected and submitted to a certified laboratory for analysis.
7.8 IMPACTED SOIL DISPOSAL PROCEDURES
The following is a list of procedures to follow for disposing impacted soils:
• The Construction/Environmental Manager is expected to select an appropriate licensed disposal facility.
• Impacted soil is to be transported by a hauler licensed to transport the impacted soil and using the appropriate manifest documentation.
• Following removal of the impacted soil stockpile(s), the area beneath the impacted soil stockpile(s) is to be free of all impacted soil. This may require the over-excavation of the area where the impacted soil was stockpiled (e.g., if an impermeable membrane/sheeting was not placed beneath the impacted soil stockpile[s]). It may also involve the collection and analysis of confirmation soil samples for the COCs in underlying soil. • Copies of all disposal facility manifests, signed by the disposal facility, are to be obtained by the Construction/Environmental Manager.
• Resumption of grading activities shall be based on the approval of the Construction/Environmental Contractor.
7.9 GROUNDWATER DEWATERING PPROCEDURES
Water that seeps into the excavation will be collected in sumps and pumped from the trench to maintain a condition dry enough to allow for proper construction. In order to conform with California Regional Water Quality Control Board – San Francisco Bay Region, National Discharge Pollution Elimination System (NPDES) requirements, the groundwater will likely need to be placed in large steel storage tanks (Baker Tanks) in order for sediments to settle out of suspension before discharging and/or loaded into tanker trucks for off-site disposal. The groundwater will also be sampled for potential contaminants and treated if appropriate as described later in this plan.
Dewatering System
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11 The dewatering system for excavation work will include the placement of submersible sumps at alternating edges of the excavation approximately every 50 feet lineally along the trench. A sump will also be installed at each permanent pump station. The sumps will be placed inside of slotted pipe that is encased in ¾-inch gravel in order to protect the pumps and filter sediment. The slotted pipe sections will be attached to 10-inch- or 12-inch-diameter pipe casings. The casings will be constantly adjusted so that the sumps are lowered and maintained at an approximate depth of 2 feet below the bottom of the excavation at all times. The collected water is pumped to a header pipe and then to water tanks for settling/treatment prior to treatment and discharge.
Treatment of Groundwater
If discharge of groundwater to the sanitary sewer is necessary, other than potential removal of suspended solids, treatment of groundwater may not be required. If treatment is required, aboveground treatment of the extracted groundwater, such as by gravity sedimentation, will be performed prior to discharge.
Additional treatment of metals, petroleum hydrocarbons, and/or VOCs may be required based on permit conditions, dewatering rates, and concentrations of target analytes encountered during the dewatering.
When elevated metals, petroleum hydrocarbons, or VOCs are encountered, activated carbon adsorption using granular activated carbon (GAC) vessels will be performed prior to discharge.
8.0 CONSTRUCTION BEST MANAGEMENT PRACTICES
Construction Best Management Practices are management practices, operating procedures, or schedules of activities to control, reduce, or prevent discharge of pollutants from construction activities.
It should be noted that there may be overlapping and/or additional Best Management Practices (BMPs) specified in the SWPPP and Dust Control Plan pertaining to the Project. The following BMPs are typical, and may be amended or otherwise revised by those plans, the Construction/Environmental Manager, and/or Kapital Alameda:
General
• Material or products will be stored in manufacturer’s original containers. • Storage areas will be neat and orderly to facilitate inspection. • Check all equipment for leaks and repair leaking equipment promptly. • Perform major maintenance, repairs, and washing of equipment away from the excavation. • Designate a completely contained area away from storm drains for refueling and/or maintenance work that must be performed at the Property. • Clean up all spills and leaks using dry methods (absorbent materials/rags). • Dry sweep dirt from paved surfaces for general cleanup. • Train employees to perform and apply these BMPs.
Concrete Breakout
• Avoid creating excess dust when breaking concrete. Prevent dust from entering waterways. • Protect storm drains using earth dikes, straw bales, sandbags, absorbent socks, or other control measures to divert or trap and filter runoff.
• Shovel or vacuum saw-cut slurry and remove from the Property.
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12 • Remove contaminated broken pavement from the Property promptly. Do not allow rainfall or runoff to contact contaminated broken concrete.
Excavation
• Schedule excavation work for dry weather periods when possible. • Protect storm drains using earth dikes, straw bales, sandbags, absorbent socks, or other control measures to divert or trap and filter runoff.
• Avoid over-application by water trucks for dust control. • Install temporary barriers around stockpile perimeters to prevent contact with storm water when required. Temporary barriers can be berms, dikes, silt fence, straw bales, or sandbag barriers. During the rainy season, cover inactive soil stockpiles or protect them with soil stabilization.
• Open trenches/excavations shall be inspected daily for readily observable indications of possible cave-ins, hazardous atmosphere or other hazardous conditions. • Stockpiles of soil shall not be stored within 2 feet of a trench/excavation. • If readily observable conditions are noted that could result in cave-in, hazardous atmosphere or other hazardous condition, exposed workers shall be removed from the area until the necessary precautions have been taken to address the concern. • Where oxygen deficiency (atmospheres containing less than 19.5 percent oxygen) or a hazardous atmosphere exists or could reasonably be expected to exist, the atmosphere shall be tested before workers enter the work area.
• Adequate precautions shall be taken to prevent exposures to atmospheres containing less than 19.5 percent oxygen and or hazardous atmospheres, including proper respiratory protection or ventilation.
Track-out Prevention
Decontamination procedures shall be established and implemented by the Contractor to reduce the potential for construction equipment and vehicles to release soil, sand, gravel, aggregate, etc. onto public roadways or other off-site transfer.
• All truck tires shall be cleaned prior to leaving the project site. • At a minimum, gravel will be placed at all project site access points by the Contractor and excess soil will be removed from construction equipment using dry methods (e.g., brushing or scraping)
• Decontamination rinse will be captured and stored in Department of Transportation (DOT) approved containers for subsequent testing and off-site disposal.
Pollution Prevention and Control
It is the Contractor’s responsibility to ensure that no accidental release of hazardous substances is made to previously non-impacted soil and the environment (including surface water), surrounding the ISAs where remedial activities will be performed. The following are BMPs for storage activities:
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13 • The Contractor’s storage and equipment yard/area is to be a designated area on-site. • The designated equipment yard is to be a minimum of 50 feet from the limits of all ISA excavations.
• It is recommended that all equipment maintenance be performed off-site. If on-site equipment maintenance takes place, it is to be performed in the designated equipment yard. • In case of accidental discharge of maintenance-related liquids or fuel, they and any impacted soil are to be removed and stored in 55-gallon drums or other suitable container at the designated hazardous substances storage area. All listed wastes and hazardous wastes, are to be labeled, sealed, manifested, and hauled by an appropriate transporter to a treatment, storage, and disposal facility in accordance with all applicable regulations for disposal of hazardous waste.
• All hazardous materials (such as diesel fuel, gasoline, oil, grease, and other petroleum or chemical products) and hazardous wastes (collectively, hazardous substances) are to be stored in a designated hazardous substances storage area either within the designated equipment yard or at another location selected by the Contractor. All hazardous substance storage is to be consistent with BMPs and all applicable regulations, including labeling and signage in a lined, embanked area with a containment capacity that is 110 percent of the total quantity of all stored hazardous substances.
Refueling Operations
• It is recommended that all heavy equipment, trucks, and any other vehicles used on-site be refueled at an off-site fueling station.
• If on-site refueling is to take place, it is to occur only in the designated equipment yard, which is to be a minimum of 50 feet from all known ISAs. The following safety measures are recommended for refueling operations:
o Flammable liquids may be drawn from, or transferred into, vessels, containers, or ASTs only through a closed piping system from approved safety cans by means of a device drawing from tank top or by gravity or pump through an approved hose and nozzle with a self-closing nozzle without a latch-open device.
o In case of accidental discharge of fuel, it and any impacted soil is to be removed and stored in 55-gallon drums or another suitable container at the designated hazardous substances storage area. Hazardous wastes (including listed wastes) are to be labeled, sealed, manifested, and hauled away by an appropriate transporter to a treatment, storage, and disposal facility in accordance with all applicable regulations for disposal of hazardous waste.
9.0 NOTIFICATION PROCEDURES/CONTACT INFORMATION
The Construction/Environmental Manager will be present on-site during the removal of impacted soil and will be responsible for observing soil conditions and Contractor’s activities. As part of this process, daily field reports documenting site activities will be completed and made available for inspection by authorized oversight personnel for the duration of the project. The Construction/Environmental Manager will complete daily field reports for each day that they are on-site. Entries will be complete and accurate enough to permit reconstruction of the Construction/Environmental Manager’s field activities. Each page will be dated, and the time of entry noted.
Soil and Groundwater Management Plan 2655 The Alameda
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14 If contaminated soils or suspect materials/contamination is identified by on-site personnel, the following notification procedure shall be followed:
1. The grading contractor shall notify the Construction/Environmental Manager immediately; and
2. The Construction/Environmental Manager evaluates issue and notifies appropriate personnel, including Property Owner; Property Owner and/or the Construction/Environmental Manager notify other contacts, as appropriate (see below).
Construction/Environmental Manager Tetra Tech, Inc.
1999 Harrison Street, Suite 500
Oakland, CA 94612
Attn: Carl Lenker
Tel: (626) 818-1661
Email: [email protected]
Property Owner Kapital Alameda, LLC
1999 S. Bascom Ave., Suite 250
Campbell, CA 95008
Attn: Anjuli Habbas
Tel: (408) 892-9945
Email: [email protected]
General Contractor TBD
Demolition Contractor TBD
Grading Contractor TBD
Geotechnical Engineer Tetra Tech, Inc.
21700 Copley Drive, Suite #200
Diamond Bar, CA 91765
Attn: Michael Spira
Tel: (714) 863-6513
Email: [email protected]
Santa Clara Fire Department Fire Station No. 1 /
Fire Administration
777 Benton Street
Santa Clara, CA 95050
Phone: 408-615-4900
Fax: 408-246-8652
Bay Area AQMD The Bay Area AQMD
375 Beale Street, Suite 600
San Francisco, CA 94105
(415) 749-5000
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
15 10.0 REFERENCES
Arcadis. 2020. Site Conceptual Model and Low-Threat Closure Policy Request for Former Unocal Site No. 306426, The Alameda, Santa Clara, CA 95050. May 2020.
Department of Toxic Substances (DTSC). 2020. Human and Ecological Risk Office (HERO) Note Number 3. California Department of Toxic Substances Control. June. Revised May 2022.
McLaughlin, R.J., J.C. Clark, E.E. Brabb, E.J. Helley, and C.J. Colóns. 2002. Geologic maps and structure sections of the southwestern Santa Clara Valley and southern Santa Cruz Mountains, Santa Clara and Santa Cruz Counties, California: U.S. Geological Survey Miscellaneous Field Studies MF–2373, 8 sheets scale 1:24,000, pamphlet 13 p., and GIS data. (Available at https://pubs.usgs.gov/mf/2002/2373/ )
Bay Area Air Quality Management District (BAAQMD) Regulation 6: Particulate Matter. 2018. Common Definitions and Test Methods. Rule 1. August 1.
Bay Area Air Quality Management District (BAAQMD) Regulation 6: Particulate Matter. 2018.
Prohibition Of Trackout. Rule 6. August 1.
Tetra Tech, Inc. (Tetra Tech). 2023a. Second Semi-Annual 2022 Groundwater Monitoring Report, 2665 The Alameda (Former Unocal Site No. 0715) Santa Clara, California performed for Kapital Alameda, LLC. January 20.
Tetra Tech. 2023b. Conceptual Site Model Update, 2665 The Alameda (Former Unocal Site No. 0715) Santa Clara, California performed for Kapital Alameda, LLC. January 31.
Westling, J.R., and E.J. Helley. 1989. Quaternary geologic map of the San Jose west quadrangle, Santa Clara County, California. U.S. Geological Survey. Scale 1:24,000. (Available at https://doi.org/10.3133/ofr89672).
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
Figures
Soil and Groundwater Management Plan 2655 The Alameda
Kapital Alameda, LLC Santa Clara County, California
Appendix A—Preliminary Development Plan
2655 THE ALAMEDA
NOISE AND VIBRATION ASSESSMENT
Santa Clara, California
September 19, 2022
Prepared for:
Patrick Kallas
Project Manager
David J. Powers & Associates, Inc.
1871 The Alameda, Suite 200
San José, CA 95126
Prepared by:
Michael S. Thill
429 East Cotati Avenue
Cotati, CA 94931
(707) 794-0400
Project: 22-122
1 INTRODUCTION
The proposed project would develop a vacant 0.4-acre (17,781 square foot) project site located at 2655 The Alameda in Santa Clara, California with a four-story mixed-use development featuring 39 residential units at a density of 98 units per acre and 1,540 square feet of retail space. The 33 parking spaces for the site would be provided in one, subgrade parking level (23 spaces) and surface parking (10 spaces) located within the development. The project includes large common open space activity areas on the second, third and fourth floors in the form of a central courtyardoutdoor deck space. The amenity areas of the proposed project include seating, planters, barbeque, and outdoor gathering spaces for use by future residents.
This report evaluates the project’s potential to result in significant noise and vibration impacts with respect to applicable California Environmental Quality Act (CEQA) guidelines. The report is divided into three sections: 1) the Setting Section provides a brief description of the fundamentals of environmental noise and groundborne vibration, summarizes applicable regulatory background, and describes the existing noise environment in the project vicinity; 2) the Plan Consistency Analysis Section discusses the noise and land use compatibility of the project; and, 3) the Impacts and Mitigation Measures Section describes the significance criteria used to evaluate project impacts, provides a discussion of each project impact, and presents measures, where necessary, to mitigate the impacts of the project on sensitive receptors in the site vicinity.
SETTING
Fundamentals of Environmental Noise
Noise may be defined as unwanted sound. Noise is usually objectionable because it is disturbing or annoying. The objectionable nature of sound could be caused by its pitch or its loudness. Pitch is the height or depth of a tone or sound, depending on the relative rapidity (frequency) of the vibrations by which it is produced. Higher pitched signals sound louder to humans than sounds with a lower pitch. Loudness is intensity of sound waves combined with the reception characteristics of the ear. Intensity may be compared with the height of an ocean wave in that it is a measure of the amplitude of the sound wave.
In addition to the concepts of pitch and loudness, there are several noise measurement scales which are used to describe noise in a particular location. A decibel (dB) is a unit of measurement which indicates the relative amplitude of a sound. The zero on the decibel scale is based on the lowest sound level that the healthy, unimpaired human ear can detect. Sound levels in decibels are calculated on a logarithmic basis. An increase of 10 decibels represents a ten-fold increase in acoustic energy, while 20 decibels is 100 times more intense, 30 decibels is 1,000 times more intense, etc. There is a relationship between the subjective noisiness or loudness of a sound and its intensity. Each 10 decibel increase in sound level is perceived as approximately a doubling of loudness over a fairly wide range of intensities. Technical terms are defined in Table 1.
There are several methods of characterizing sound. The most common in California is the Aweighted sound level (dBA). This scale gives greater weight to the frequencies of sound to which the human ear is most sensitive. Representative outdoor and indoor noise levels in units of dBA 2 are shown in Table 2. Because sound levels can vary markedly over a short period of time, a method for describing either the average character of the sound or the statistical behavior of the variations must be utilized. Most commonly, environmental sounds are described in terms of an average level that has the same acoustical energy as the summation of all the time-varying events.
This energy-equivalent sound/noise descriptor is called Leq. The most common averaging period is hourly, but Leq can describe any series of noise events of arbitrary duration.
The scientific instrument used to measure noise is the sound level meter. Sound level meters can accurately measure environmental noise levels to within about plus or minus 1 dBA. Various computer models are used to predict environmental noise levels from sources, such as roadways and airports. The accuracy of the predicted models depends upon the distance the receptor is from the noise source. Close to the noise source, the models are accurate to within about plus or minus 1 to 2 dBA.
Since the sensitivity to noise increases during the evening and at night -- because excessive noise interferes with the ability to sleep -- 24-hour descriptors have been developed that incorporate artificial noise penalties added to quiet-time noise events. The Community Noise Equivalent Level (CNEL) is a measure of the cumulative noise exposure in a community, with a 5 dB penalty added to evening (7:00 pm - 10:00 pm) and a 10 dB addition to nocturnal (10:00 pm - 7:00 am) noise levels. The Day/Night Average Sound Level (Ldn or DNL) is essentially the same as CNEL, with the exception that the evening time period is dropped and all occurrences during this three-hour period are grouped into the daytime period.
Effects of Noise
Sleep and Speech Interference
The thresholds for speech interference indoors are about 45 dBA if the noise is steady and above 55 dBA if the noise is fluctuating. Outdoors the thresholds are about 15 dBA higher. Steady noises of sufficient intensity (above 35 dBA) and fluctuating noise levels above about 45 dBA have been shown to affect sleep. Interior residential standards for multi-family dwellings are set by the State of California at 45 dBA Ldn. Typically, the highest steady traffic noise level during the daytime is about equal to the Ldn and nighttime levels are 10 dBA lower. The standard is designed for sleep and speech protection and most jurisdictions apply the same criterion for all residential uses.
Typical structural attenuation is 12-17 dBA with open windows. With closed windows in good condition, the noise attenuation factor is around 20 dBA for an older structure and 25 dBA for a newer dwelling. Sleep and speech interference is therefore possible when exterior noise levels are about 57-62 dBA Ldn with open windows and 65-70 dBA Ldn if the windows are closed. Levels of 55-60 dBA are common along collector streets and secondary arterials, while 65-70 dBA is a typical value for a primary/major arterial. Levels of 75-80 dBA are normal noise levels at the first row of development outside a freeway right-of-way. In order to achieve an acceptable interior noise environment, bedrooms facing secondary roadways need to be able to have their windows closed; those facing major roadways and freeways typically need special glass windows. 3 Annoyance
Attitude surveys are used for measuring the annoyance felt in a community for noises intruding into homes or affecting outdoor activity areas. In these surveys, it was determined that the causes for annoyance include interference with speech, radio and television, house vibrations, and interference with sleep and rest. The Ldn as a measure of noise has been found to provide a valid correlation of noise level and the percentage of people annoyed. People have been asked to judge the annoyance caused by aircraft noise and ground transportation noise. There continues to be disagreement about the relative annoyance of these different sources. When measuring the percentage of the population highly annoyed, the threshold for ground vehicle noise is about 50 dBA Ldn. At a Ldn of about 60 dBA, approximately 12 percent of the population is highly annoyed.
When the Ldn increases to 70 dBA, the percentage of the population highly annoyed increases to about 25-30 percent of the population. There is, therefore, an increase of about 2 percent per dBA between a Ldn of 60-70 dBA. Between a Ldn of 70-80 dBA, each decibel increase increases by about 3 percent the percentage of the population highly annoyed. People appear to respond more adversely to aircraft noise. When the Ldn is 60 dBA, approximately 30-35 percent of the population is believed to be highly annoyed. Each decibel increase to 70 dBA adds about 3 percentage points to the number of people highly annoyed. Above 70 dBA, each decibel increase results in about a 4 percent increase in the percentage of the population highly annoyed.
Fundamentals of Groundborne Vibration
Ground vibration consists of rapidly fluctuating motions or waves with an average motion of zero.
Several different methods are typically used to quantify vibration amplitude. One method is the Peak Particle Velocity (PPV). The PPV is defined as the maximum instantaneous positive or negative peak of the vibration wave. In this report, a PPV descriptor with units of mm/sec or in/sec is used to evaluate construction generated vibration for building damage and human complaints.
Table 3 displays the reactions of people and the effects on buildings that continuous or frequent intermittent vibration levels produce. The guidelines in Table 3 represent syntheses of vibration criteria for human response and potential damage to buildings resulting from construction vibration.
Construction activities can cause vibration that varies in intensity depending on several factors.
The use of pile driving and vibratory compaction equipment typically generates the highest construction related groundborne vibration levels. Because of the impulsive nature of such activities, the use of the PPV descriptor has been routinely used to measure and assess groundborne vibration and almost exclusively to assess the potential of vibration to cause damage and the degree of annoyance for humans.
The two primary concerns with construction-induced vibration, the potential to damage a structure and the potential to interfere with the enjoyment of life, are evaluated against different vibration limits. Human perception to vibration varies with the individual and is a function of physical setting and the type of vibration. Persons exposed to elevated ambient vibration levels, such as people in an urban environment, may tolerate a higher vibration level. 4 Structural damage can be classified as cosmetic only, such as paint flaking or minimal extension of cracks in building surfaces; minor, including limited surface cracking; or major, that may threaten the structural integrity of the building. Safe vibration limits that can be applied to assess the potential for damaging a structure vary by researcher. The damage criteria presented in Table 3 include several categories for ancient, fragile, and historic structures, the types of structures most at risk to damage. Most buildings are included within the categories ranging from “Historic and some old buildings” to “Modern industrial/commercial buildings”. Construction-induced vibration that can be detrimental to the building is very rare and has only been observed in instances where the structure is at a high state of disrepair and the construction activity occurs immediately adjacent to the structure.
The annoyance levels shown in Table 3 should be interpreted with care since vibration may be found to be annoying at lower levels than those shown, depending on the level of activity or the sensitivity of the individual. To sensitive individuals, vibrations approaching the threshold of perception can be annoying. Low-level vibrations frequently cause irritating secondary vibration, such as a slight rattling of windows, doors, or stacked dishes. The rattling sound can give rise to exaggerated vibration complaints, even though there is very little risk of actual structural damage. 5 TABLE 1 Definition of Acoustical Terms Used in this Report Term Definition
Decibel, dB A unit describing, the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure. The reference pressure for air is 20 micro Pascals.
Sound Pressure Level Sound pressure is the sound force per unit area, usually expressed in micro Pascals (or 20 micro Newtons per square meter), where 1 Pascal is the pressure resulting from a force of 1 Newton exerted over an area of 1 square meter. The sound pressure level is expressed in decibels as 20 times the logarithm to the base 10 of the ratio between the pressures exerted by the sound to a reference sound pressure (e. g., 20 micro Pascals). Sound pressure level is the quantity that is directly measured by a sound level meter.
Frequency, Hz The number of complete pressure fluctuations per second above and below atmospheric pressure. Normal human hearing is between 20 Hz and 20,000 Hz. Infrasonic sound are below 20 Hz and Ultrasonic sounds are above 20,000 Hz.
A-Weighted Sound
Level, dBA
The sound pressure level in decibels as measured on a sound level meter using the A-weighting filter network. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise.
Equivalent Noise Level,
Leq
The average A-weighted noise level during the measurement period.
Lmax, Lmin
The maximum and minimum A-weighted noise level during the measurement period.
L01, L10, L50, L90
The A-weighted noise levels that are exceeded 1%, 10%, 50%, and 90% of the time during the measurement period.
Day/Night Noise Level,
Ldn or DNL
The average A-weighted noise level during a 24-hour day, obtained after addition of 10 decibels to levels measured in the night between 10:00 p.m. and 7:00 a.m.
Community Noise
Equivalent Level,
CNEL
The average A-weighted noise level during a 24-hour day, obtained after addition of 5 decibels in the evening from 7:00 p.m.to 10:00 p.m. and after addition of 10 decibels to sound levels measured in the night between 10:00 p.m. and 7:00 a.m.
Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location.
Intrusive That noise which intrudes over and above the existing ambient noise at a given location. The relative intrusiveness of a sound depends upon its amplitude, duration, frequency, and time of occurrence and tonal or informational content as well as the prevailing ambient noise level.
Source: Handbook of Acoustical Measurements and Noise Control, Harris, 1998. 6 TABLE 2 Typical Noise Levels in the Environment
Common Outdoor Activities Noise Level (dBA) Common Indoor Activities 110 dBA Rock band
Jet fly-over at 1,000 feet
100 dBA
Gas lawn mower at 3 feet
90 dBA
Diesel truck at 50 feet at 50 mph Food blender at 3 feet 80 dBA Garbage disposal at 3 feet
Noisy urban area, daytime
Gas lawn mower, 100 feet 70 dBA Vacuum cleaner at 10 feet Commercial area Normal speech at 3 feet
Heavy traffic at 300 feet 60 dBA
Large business office
Quiet urban daytime 50 dBA Dishwasher in next room
Quiet urban nighttime 40 dBA Theater, large conference room Quiet suburban nighttime
30 dBA Library
Quiet rural nighttime Bedroom at night, concert hall
(background)
20 dBA
Broadcast/recording studio
10 dBA
0 dBA
Source: Technical Noise Supplement (TeNS), California Department of Transportation, September 2013. 7 TABLE 3 Reaction of People and Damage to Buildings from Continuous or Frequent Intermittent Vibration Levels
Velocity Level,
PPV (in/sec) Human Reaction Effect on Buildings
0.01 Barely perceptible No effect
0.04 Distinctly perceptible Vibration unlikely to cause damage of any type to any structure
0.08 Distinctly perceptible to
strongly perceptible
Recommended upper level of the vibration to which
ruins and ancient monuments should be subjected
0.1 Strongly perceptible Threshold at which there is a risk of damage to fragile buildings with no risk of damage to most buildings
0.25 Strongly perceptible to severe Threshold at which there is a risk of damage to historic and some old buildings.
0.3 Strongly perceptible to severe Threshold at which there is a risk of damage to older residential structures
0.5 Severe – Vibrations considered
unpleasant
Threshold at which there is a risk of damage to new
residential and modern commercial/industrial structures Source: Transportation and Construction Vibration Guidance Manual, California Department of Transportation, April 2020.
8 Regulatory Background
The California Environmental Quality Act (CEQA) Guidelines, Appendix G, are used to assess the potential significance of impacts pursuant to local General Plan policies, Municipal Code standards, or the applicable standards of other agencies. A summary of the applicable regulatory criteria is provided below.
Federal
Federal Transit Administration’s Transit Noise and Vibration Impact Assessment Manual. The Federal Transit Administration’s (FTA) Transit Noise and Vibration Impact Assessment Manual includes general assessment criteria for construction noise. During daytime hours, the hourly average noise level limit is 80 dBA Leq at residential land uses and 90 dBA Leq at commercial and industrial land uses.
State of California
State CEQA Guidelines. CEQA contains guidelines to evaluate the significance of effects of environmental noise attributable to a proposed project. Under CEQA, noise impacts would be considered significant if the project would result in:
(a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local General Plan or Noise Ordinance, or applicable standards of other agencies;
(b) Generation of excessive groundborne vibration or groundborne noise levels; or (c) For a project located within the vicinity of a private airstrip or an airport land use plan or where such a plan has not been adopted within two miles of a public airport or public use airport, if the project would expose people residing or working in the project area to excessive noise levels.
California Building Code, Title 24, Part 2. The current version of the California Building Code (CBC) requires interior noise levels in multi-family residential units attributable to exterior environmental noise sources to be limited to a level not exceeding 45 dBA Ldn/CNEL in any habitable room.
California Building Code, Cal Green Code. The State of California established exterior sound transmission control standards for new non-residential buildings, as set forth in the 2010 California Green Building Standards Code (Section 5.507.4.1 and 5.507.4.2). These standards were not altered in the 2019 revisions. Section 5.507 states that either the prescriptive (Section 5.507.4.1) or the performance method (Section 5.507.4.2) shall be used to determine environmental control at indoor areas. The prescriptive method is very conservative and not practical in most cases; however, the performance method can be quantitatively verified using exterior-to-interior calculations. For the purposes of this report, the performance method is utilized to determine consistency with the Cal Green Code. Both of the sections that pertain to this project are as follows:
9 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or additional envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 within the 65 dBA CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway noise source, as determined by the Noise Element of the General Plan.
5.507.4.2 Performance method. For buildings located, as defined by Section 5.507.4.1, wall and roof-ceiling assemblies exposed to the noise source making up the building envelope or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq(1-hr)) of 50 dBA in occupied areas during any hour of operation.
California Department of Transportation. To avoid damage to buildings, the California Department of Transportation recommends a vibration limit of 0.5 in/sec PPV for buildings structurally sound and designed to modern engineering standards, 0.3 in/sec PPV for buildings that are found to be structurally sound but where structural damage is a major concern, and conservative limits of 0.25 in/sec PPV for historic and some old buildings and 0.08 in/sec PPV for ancient ruins or monuments.
Local
Santa Clara County Airport Land Use Commission Comprehensive Land Use Plan. The Comprehensive Land Use Plan (CLUP) adopted by the Santa Clara County Airport Land Use Commission contains standards for projects within the vicinity of San José International Airport which are relevant to this project;
4.3.2.1 Noise Compatibility Policies
N-1 The Community Noise Equivalent Level (CNEL) method of representing noise levels shall be used to determine if a specific land use is consistent with the CLUP.
N-2 In addition to the other policies herein, the Noise Compatibility Policies presented in Table 4-1 shall be used to determine if a specific land use is consistent with this CLUP.
N-3 Noise impacts shall be evaluated according to the Aircraft Noise Contours presented on Figure 5 (not shown in this report).
N-6 Noise level compatibility standards for other types of land uses shall be applied in the same manner as the above residential noise level criteria. Table 4-1 presents acceptable noise levels for other land uses in the vicinity of the Airport. 10 Source: Comprehensive Land Use Plan Santa Clara County, Norman Y Mineta San José International Airport, May 25, 2011, Amended May 23, 2019.
11 City of Santa Clara General Plan. The City of Santa Clara’s General Plan identifies noise and land use compatibility standards for various land uses and establishes policies to control noise within the community. Table 5.10-2 from the General Plan shows acceptable noise levels for various land uses. Residential land uses are considered compatible in noise environments of 55 dBA Ldn/CNEL or less. The guidelines state that where the exterior noise levels are greater than 55 dBA Ldn/CNEL and less than 70 dBA Ldn/CNEL, the design of the project should include measures to reduce noise levels to acceptable levels. Noise levels exceeding 70 dBA Ldn/CNEL at residential land uses are considered incompatible.
Applicable goals and policies presented in the General Plan are as follows:
5.10.6-G1 Noise sources restricted to minimize impacts in the community.
5.10.6-G2 Sensitive uses protected from noise intrusion.
5.10.6-G3 Land use, development and design approvals that take noise levels into consideration.
5.10.6-P1 Review all land use and development proposals for consistency with the General Plan compatibility standards and acceptable noise exposure levels defined on Table
5.10-1.
5.10.6-P2 Incorporate noise attenuation measures for all projects that have noise exposure levels greater than General Plan “normally acceptable” levels, as defined on Table
5.10-1.
5.10.6-P3 New development should include noise control techniques to reduce noise to acceptable levels, including site layout (setbacks, separation and shielding), building treatments (mechanical ventilation system, sound-rated windows, solid core doors and baffling) and structural measures (earthen berms and sound walls). 12 5.10.6-P4 Encourage the control of noise at the source through site design, building design, landscaping, hours of operation and other techniques.
5.10.6-P5 Require noise-generating uses near residential neighborhoods to include solid walls and heavy landscaping along common property lines, and to place compressors and mechanical equipment in sound-proof enclosures.
5.10.6-P6 Discourage noise sensitive uses, such as residences, hospitals, schools, libraries and rest homes, from areas with high noise levels, and discourage high noise generating uses from areas adjacent to sensitive uses.
5.10.6-P7 Implement measures to reduce interior noise levels and restrict outdoor activities in areas subject to aircraft noise in order to make Office/Research and Development uses compatible with the Norman Y. Mineta International Airport land use restrictions.
City of Santa Clara Municipal Code. The City’s Municipal Code establishes noise level performance standards for fixed sources of noise. Section 9.10.40 of the Municipal Code limits noise levels at residences to 55 dBA during daytime hours (7:00 a.m. to 10:00 p.m.) and 50 dBA at night (10:00 p.m. to 7:00 a.m.). The noise limits are not applicable to emergency work, licensed outdoor events, City-owned electric, water, and sewer utility system facilities, construction activities occurring within allowable hours, permitted fireworks displays, or permitted heliports.
Construction activities are not permitted within 300 feet of residentially zoned property except within the hours of 7:00 a.m. and 6:00 p.m. on weekdays and 9:00 a.m. and 6:00 p.m. on Saturdays.
No construction is permitted on Sundays or holidays.
The City Code does not define the acoustical time descriptor such as Leq (the average noise level) or Lmax (the maximum instantaneous noise level) that is associated with the above limits. A reasonable interpretation of the City Code would identify the ambient base noise level criteria as an average or median noise level (Leq/L50).
Existing Noise Environment
The project site is a 0.4-acre vacant parcel (APN 230-12-012) located at the corner of Park Avenue and The Alameda (2655 The Alameda) in the City of Santa Clara. The site is bordered by a parking lot on the south side of the site which serves a grocery store beyond. Additionally, the site is adjacent to commercial and single family uses to the west, and housing for the Santa Clara University on the north and east.
A noise monitoring survey, which included two long-term (LT-1 and LT-2) and two short-term (ST-1 and ST-2) noise measurements, was made at the site between Monday, September 12, 2022 and Wednesday, September 14, 2022 to quantify existing noise levels and characterize noise sources. Figure 1 shows the project site and selected noise monitoring locations.
Long-term noise measurement LT-1 was made approximately 45 feet southwest of the centerline of The Alameda. Hourly average noise levels at LT-1 typically ranged from 61 to 66 dBA Leq 13 during the day and from 50 to 62 dBA Leq at night. The community noise equivalent level (CNEL) for Tuesday, September 13, 2022 was 66 dBA CNEL. Long-term noise measurement LT-2 was made approximately 25 feet southwest of the centerline of Park Avenue. Hourly average noise levels at LT-2 typically ranged from 57 to 66 dBA Leq during the day and from 47 to 59 dBA Leq at night. The CNEL on Tuesday, September 13, 2022 was 63 dBA. The daily trends in noise levels at LT-1 and LT-2 are shown in Appendix A of this report.
Short-term noise measurements ST-1 and ST-2 were made on Monday, September 12, 2022 between 11:50 a.m. and 12:20 p.m. Measured noise levels are summarized in Table 4. ST-1 was made at the south property line of the project site adjacent to the Safeway Center parking lot. The 10-minute average noise level at ST-1 was 54 dBA Leq and was primarily the result of local traffic along the roadway network and within the parking lot, which produced noise levels generally ranging from 51 to 64 dBA. ST-2 was made at the apex of the site, near the intersection of Park Avenue and The Alameda. During this measurement, vehicles passing along The Alameda produced noise levels ranging from 55 to 74 dBA. Traffic noise from Park Avenue produced noise levels ranging from 57 to 82 dBA. The 10-minute average noise level at ST-2 was 63 dBA Leq.
TABLE 4 Summary of Short-Term Noise Measurement Data (dBA) Noise Measurement Location
(Date, Time) Lmax L(1) L(10) L(50) L(90) Leq
ST-1: South Property Line
(9/12/22, 11:50 a.m.-12:00 p.m.) 64 60 56 52 50 54
ST-2: North Property Line
(9/12/22, 12:10 p.m.-12:20 p.m.) 82 74 66 59 53 63
14 FIGURE 1 Aerial Image Showing Site Plan and Noise Measurement Locations Source: Google Earth, 2022.
15 PLAN CONSISTENCY ANALYSIS
Noise and Land Use Compatibility
According to the City’s General Plan, noise levels in outdoor use areas of residential land uses that are affected by transportation noise are required to be maintained at or below 55 dBA CNEL to be considered normally acceptable with the noise environment. Additionally, residential interior noise levels are required to meet the performance standard of 45 dBA CNEL, which is consistent with the requirements of the State Building Code.
Future Exterior Noise Environment
The future noise environment at the site would continue to result primarily from vehicular traffic along nearby roadways. Traffic noise levels are anticipated to increase by up to 1 dBA CNEL1 along The Alameda and Park Avenue by 2035. This analysis conservatively assumes that the noise levels measured in 2022 would increase by 1 dBA CNEL, reaching 67 dBA CNEL at about 45 feet from the center of The Alameda and 64 dBA CNEL at about 25 feet from the center of Park Avenue.
The site plan shows a centrally located courtyard for residential use on the second floor that would be mostly shielded by the building, and partially shielded outdoor residential patios on the third and fourth floors. Future exterior noise levels at the centrally located courtyard on the second floor would be attenuated by the building itself and are calculated to be 58 to 60 dBA CNEL. The centrally located courtyard would serve as the primary use areas for quiet outdoor enjoyment.
Unshielded outdoor patios overlooking The Alameda would be exposed to exterior noise levels reaching approximately 65 dBA CNEL, but it should be noted that residents would have the option of selecting well shielded courtyard locations for quiet outdoor enjoyment if they should choose to do so.
Exterior noise levels would exceed the City’s 55 dBA CNEL “compatible” threshold without additional noise control. The project could consider revising the site plan to close the gap facing The Alameda and/or reorienting the gap toward Park Avenue, which is a less significant source of traffic noise.
Future Interior Noise Environment
Standard residential construction provides approximately 15 dBA of exterior-to-interior noise reduction, assuming the windows are partially open for ventilation. Standard construction with the windows closed provides approximately 20 to 25 dBA of noise reduction in interior spaces. Where exterior noise levels range from 60 to 65 dBA CNEL, the inclusion of adequate forced-air mechanical ventilation is often the method selected to reduce interior noise levels to acceptable levels by closing the windows to control noise. Where noise levels exceed 65 dBA CNEL, forcedair mechanical ventilation systems and sound-rated construction methods are normally required.
Such methods or materials may include a combination of smaller window and door sizes as a 1 2010-2035 General Plan ADEIR Noise Section, Illingworth & Rodkin, Inc., April 30, 2010. 16 percentage of the total building façade facing the noise source, sound-rated windows and doors, sound-rated exterior wall assemblies, and mechanical ventilation so windows may be kept closed at the occupant’s discretion.
Exterior noise levels are calculated to reach 67 dBA CNEL at about 45 feet from the center of The Alameda and 64 dBA CNEL at about 25 feet from the center of Park Avenue. The worst-case exterior noise exposure would occur at the units nearest the intersection of The Alameda and Park Avenue where the traffic noise levels, combined, would reach 68 dBA CNEL. Assuming windows are partially open for ventilation, future interior noise levels in these units would reach 53 dBA CNEL.
Street level retail shops are proposed at the north end of the site where noise levels are calculated to reach 68 dBA CNEL and 68 dBA Leq during the worst hour. Standard construction materials for commercial uses would provide about 25 dBA of noise reduction in interior spaces. The inclusion of adequate forced-air mechanical ventilation systems is normally required so that windows may be kept closed at the occupant’s discretion and would provide an additional 5 dBA reduction. The standard construction materials in combination with forced-air mechanical ventilation would satisfy the daytime threshold of 50 dBA Leq(1-hr).
Noise Insulation Features to Reduce Future Interior Noise Levels The following noise insulation features shall be incorporated into the proposed project to reduce interior noise levels to 45 dBA CNEL or less at residential interiors:
• Provide a suitable form of forced-air mechanical ventilation, as determined by the local building official, so that windows can be kept closed at the occupant’s discretion to control interior noise and achieve the interior noise standards. Preliminary calculations indicate that worst-case units on the perimeter of the building would require windows and doors having a minimum rating of 26 to 30 STC in order to achieve the interior noise threshold of 45 dBA CNEL.
Conditions of Approval
A qualified acoustical specialist shall prepare a detailed analysis of interior residential noise levels resulting from all exterior sources during the design phase pursuant to requirements set forth in the Santa Clara General Plan and State Building Code. The study will review the final site plan, building elevations, and floor plans prior to construction and recommend building treatments to reduce residential interior noise levels to 45 dBA CNEL or lower. Treatments would include, but are not limited to, sound-rated windows and doors, sound-rated wall and window constructions, acoustical caulking, protected ventilation openings, etc. The specific determination of what noise insulation treatments are necessary shall be conducted on a unit-by-unit basis during final design of the project. Results of the analysis, including the description of the necessary noise control treatments, shall be submitted to the City, along with the building plans and approved design, prior to issuance of a building permit.
17 NOISE IMPACTS AND MITIGATION MEASURES
Significance Criteria
The following criteria were used to evaluate the significance of environmental noise resulting from the project:
• A significant noise impact would be identified if the project would generate a substantial temporary or permanent noise level increase over ambient noise levels at existing noisesensitive receptors surrounding the project site and that would exceed applicable noise standards presented in the General Plan or Municipal Code at existing noise-sensitive receptors surrounding the project site.
o A substantial temporary noise increase would be identified if noise levels would exceed 80 dBA Leq at residential land uses or 90 dBA Leq at commercial land uses in the project vicinity.
o A significant permanent noise level increase would occur if project-generated traffic generated by the project or project improvements/operations would substantially increase noise levels at sensitive receivers in the vicinity. A substantial increase would occur if: a) the noise level increase is 5 dBA CNEL or greater, with a future noise level of less than the “normally acceptable” standard, or b) the noise level increase is 3 dBA CNEL or greater, with a future noise level equal to or greater than the “normally acceptable” standard.
o A significant noise impact would be identified if the project would expose persons to or generate noise levels that would exceed applicable noise standards presented in the General Plan or Municipal Code.
• A significant impact would be identified if the construction of the project would generate excessive vibration levels surrounding receptors. Groundborne vibration levels exceeding
0.3 in/sec PPV would have the potential to result in cosmetic damage to normal buildings. • A significant noise impact would be identified if the project would expose people residing or working in the project area to excessive aircraft noise levels.
Impact 1a: Temporary Construction Noise. Existing noise-sensitive land uses would be exposed to a temporary increase in ambient noise levels due to project construction activities. This is a significant impact.
Construction of the proposed project would take place over the course of approximately one and a half years with construction proposed from 6:00 am to 6:00 pm. The excavation on site would remove approximately 7,400 cubic yards of soil. Construction phases would include site preparation, grading/excavation, trenching/foundation/basement, building exterior, building 18 interiors/ architectural coating, and paving. The proposed project would not require demolition or foundation construction techniques involving pile driving. During each phase of construction, there would be a different mix of equipment operating, and noise levels would vary by phase and vary within phases, based on the amount of equipment in operation and the location at which the equipment is operating.
Noise impacts resulting from construction depend upon the noise generated by various pieces of construction equipment, the timing and duration of noise-generating activities, and the distance between construction noise sources and noise-sensitive areas. Construction noise impacts primarily result when construction activities occur during noise-sensitive times of the day (e.g., early morning, evening, or nighttime hours), the construction occurs in areas immediately adjoining noise-sensitive land uses, or when construction lasts over extended periods of time.
The City’s Municipal Code limits construction activities (including the loading and unloading of materials and truck movements) within 300 feet of residentially zoned property to the hours of 7:00 a.m. to 6:00 p.m. on weekdays and between the hours of 9:00 a.m. and 6:00 p.m. on Saturdays.
No construction is permitted on Sundays or holidays.
However, the City of Santa Clara does not establish noise level thresholds for construction activities. As an alternative, this analysis uses the noise limits established by the Federal Transit Administration (FTA) to identify the potential for impacts due to substantial temporary construction noise. The FTA identifies construction noise limits in the Transit Noise and Vibration Impact Assessment Manual.
2 During daytime hours, an exterior threshold of 80 dBA Leq shall be enforced at residential land uses and 90 dBA Leq shall be enforced at commercial and industrial land uses.
The typical range of maximum instantaneous noise levels for the proposed project would be 70 to 90 dBA Lmax at a distance of 50 feet (see Table 5) from the equipment. Table 6 shows the hourly average noise level ranges, by construction phase, typical for various types of projects. Hourly average noise levels generated by construction are about 65 to 88 dBA Leq for residential buildings, measured at a distance of 50 feet from the center of a busy construction site. Constructiongenerated noise levels drop off at a rate of about 6 dBA per doubling of the distance between the source and receptor. Shielding by buildings or terrain often result in lower construction noise levels at distant receptors.
Equipment expected to be used in each construction phase are summarized in Table 7, along with the quantity of each type of equipment, the reference noise level at 50 feet assuming the operation of the two loudest pieces of construction equipment, and the estimated noise levels at the nearest property lines projected from the center of the construction activity by phase. Federal Highway Administration’s (FHWA’s) Roadway Construction Noise Model (RCNM) was used to calculate the hourly average noise levels for each phase of construction, assuming the two loudest pieces of equipment would operate simultaneously, as recommend by the FTA for construction noise 2 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual, FTA Report No. 0123, September 2018.
19 TABLE 5 Construction Equipment 50-Foot Noise Emission Limits Equipment Category Lmax Level (dBA)1,2 Impact/Continuous Arc Welder
Auger Drill Rig
Backhoe
Bar Bender
Boring Jack Power Unit
Chain Saw
Compressor3
Compressor (other)
Concrete Mixer
Concrete Pump
Concrete Saw
Concrete Vibrator
Crane
Dozer
Excavator
Front End Loader
Generator
Generator (25 KVA or less)
Gradall
Grader
Grinder Saw
Horizontal Boring Hydro Jack
Hydra Break Ram
Impact Pile Driver
Insitu Soil Sampling Rig
Jackhammer
Mounted Impact Hammer (hoe ram)
Paver
Pneumatic Tools
Pumps
Rock Drill
Scraper
Slurry Trenching Machine
Soil Mix Drill Rig
Street Sweeper
Tractor
Truck (dump, delivery)
Vacuum Excavator Truck (vac-truck)
Vibratory Compactor
Vibratory Pile Driver
All other equipment with engines larger than 5 HP
73 85
80 80
80 85
70 80
85 82
90 80
85 85
85 80
82 70
85 85
85 80
90 105
84 85
90 85
85 77
85 85
82 80
80 84
84 85
80 95
85 Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Impact
Impact
Continuous
Impact
Impact
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Continuous
Notes:
1 Measured at 50 feet from the construction equipment, with a “slow” (1 sec.) time constant. 2 Noise limits apply to total noise emitted from equipment and associated components operating at full power while engaged in its intended operation.
3Portable Air Compressor rated at 75 cfm or greater and that operates at greater than 50 psi. 20 TABLE 6 Typical Ranges of Construction Noise Levels at 50 Feet, Leq (dBA) Domestic Housing
Office Building,
Hotel, Hospital,
School, Public
Works
Industrial Parking
Garage, Religious
Amusement &
Recreations, Store,
Service Station
Public Works
Roads & Highways,
Sewers, and
Trenches
I II I II I II I II
Ground
Clearing 83 83 84 84 84 83 84 84
Excavation 88 75 89 79 89 71 88 78
Foundations 81 81 78 78 77 77 88 88
Erection 81 65 87 75 84 72 79 78
Finishing 88 72 89 75 89 74 84 84
I - All pertinent equipment present at site.
II - Minimum required equipment present at site.
Source: U.S.E.P.A., Legal Compilation on Noise, Vol. 1, p. 2-104, 1973. 21 TABLE 7 Construction Noise Levels
Phase
(Work Days)
Construction
Equipment (Quantity)
Calculated Hourly Average Leq (dBA)
From Operation of Two Loudest Pieces of Construction Equipment 50 feet 70 feet 100 feet
Site Preparation
(1 day)
Tractor/Loader/Backhoe
(1)* 80 77 74
Grading
(44 days)
Excavator (1)*
Tractor/Loader/Backhoe
(1)*
82 79 76
Trenching
(124 days)
Crane (1)*
Forklift (2)* 74 71 68
Building – Exterior
(163 days)
Crane (1)*
Welder (1)*
Forklift (1)
75 72 69
Building – Interior
(138 days) Air Compressor (4)* 77 74 71
Paving
(28 days)
Paver (1)
Paving Equipment (1)
Roller (1)
Tractor/Loader/Backhoe
(2)*
Concrete Saw (1)*
85 82 79
*Denotes two loudest pieces of construction equipment per phase except when only one Tractor/Loader/Backhoe is proposed.
Notes – The exterior building, interior building, and paving phases would overlap during the period of 8/1/24 to 12/3/24. The interior building and paving phases would also overlap for 12 days in December of 2024. The two loudest pieces of construction equipment were selected to conservatively represent the entire period.
22 evaluations. This construction noise model includes representative sound levels for the most common types of construction equipment and the approximate usage factors of such equipment that were developed based on an extensive database of information gathered during the construction of the Central Artery/Tunnel Project in Boston, Massachusetts (CA/T Project or "Big Dig"). The usage factors represent the percentage of time that the equipment would be operating at full power.
As shown in Table 7, construction noise levels would range from 74 to 85 dBA Leq at a distance of 50 feet. The nearest receptors to the west are about 70 feet from the project boundary, while the nearest receptors to the northeast are approximately 100 feet from the site. Construction noise levels would exceed the exterior threshold of 80 dBA Leq at residential land uses to the west during the paving phase when activities occur within a distance of 90 feet. Construction noise levels would not exceed 90 dBA Leq at commercial land uses in the project vicinity. Since project construction would last approximately one and a half years and at times produce noise levels exceeding 80 dBA Leq at nearby residences, this temporary construction impact would be considered significant.
Mitigation Measure 1a: Project construction operations shall use best available noise suppression devices and techniques including, but not limited to the following:
• Limit construction hours to between 7:00 a.m. and 6:00 p.m. on weekdays and between the hours of 9:00 a.m. and 6:00 p.m. on Saturdays. No construction is permitted on Sundays or holidays.
• Equip all internal combustion engine-driven equipment with intake and exhaust mufflers that are in good condition and appropriate for the equipment. • Prohibit unnecessary idling of internal combustion engines. • Locate stationary noise-generating equipment such as air compressors or portable power generators as far as possible from sensitive receptors. Construct temporary noise barriers to screen stationary noise-generating equipment when located near adjoining sensitive land uses.
• Utilize “quiet” air compressors and other stationary noise sources where technology exists. • Control noise from construction workers’ radios to a point where they are not audible at existing residences bordering the project site.
• Notify all adjacent business, residences, and other noise-sensitive land uses of the construction schedule, in writing, and provide a written schedule of “noisy” construction activities to adjacent land uses and nearby residences. • Designate a “disturbance coordinator” who would be responsible for responding to any complaints about construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g., bad muffler, etc.) and will require that reasonable measures be implemented to current the problem. Conspicuously post a telephone number for the 23 disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding the construction schedule.
With the implementation of the above measures, the temporary construction noise impact would be reduced to a less-than-significant level.
Impact 1b: Permanent Noise Level Increase/Exceed Applicable Standards. The proposed project is not expected to cause a substantial permanent noise level increase at the existing noise-sensitive land uses in the project vicinity or generate noise levels in excess of standards established in the City’s General Plan of Municipal Code with the incorporation of standard conditions of project approval. This is a less-thansignificant impact.
A significant impact would occur if the permanent noise level increase due to project-generated traffic was 3 dBA CNEL or greater for future ambient noise levels exceeding 60 dBA CNEL or was 5 dBA CNEL or greater for future ambient noise levels at or below 60 dBA CNEL. Existing ambient levels, based on the measurements made in the project vicinity, exceed 60 dBA CNEL.
Therefore, a significant impact would occur if the proposed project would permanently increase ambient levels by 3 dBA CNEL.
The City’s Municipal Code establishes noise level performance standards for fixed sources of noise. Section 9.10.40 of the Municipal Code limits noise levels at residences to 55 dBA during daytime hours (7:00 a.m. to 10:00 p.m.) and 50 dBA at night (10:00 p.m. to 7:00 a.m.).
Vehicle Traffic and Parking
The project’s trip generation data was reviewed to determine the change in traffic noise levels along roadways serving the site due to the proposed project. The project would result in 214 new trips per day, with 15 new trips in the AM peak hour and 19 new trips in the PM peak hour. This small increase in daily/hourly trips would not measurably increase traffic noise levels along The Alameda or Park Avenue. Noise from vehicles utilizing the driveway would be similar to existing noise levels produced by surface parking at the Safeway Center, and noise occurring in the below grade parking garage would be less. The overall change in the noise environment due to vehicles associated with the project would be 0 dBA CNEL.
Mechanical Equipment
Mechanical equipment to be included as part of the project has not been specified, but such equipment would be located in two individual equipment rooms in the below-ground parking area (identified on Sheets A1 and A2 of the March 2022 Submittal Set as Elec., Mech. Room, and Equip. room). Air conditioning equipment, exhaust fans, and other necessary systems are also anticipated on the rooftop, but have not yet been specified. Noise levels received at nearby sensitive land uses would depend on system design level specifications, including the equipment location, type, size, capacity, and enclosure design. These details are typically not available until later phases of the project design and development review process. 24 Various mechanical equipment for heating, ventilation, and cooling purposes, exhaust fans, and other similar equipment would likely be located on the roof of the proposed building within mechanical equipment wells. The primary noise sources on the roof of the building would be the air conditioning condensing units, which cycle on and off based on the heating or cooling needs. To represent a credible worst-case scenario, up to eight clustered units were assumed to run continuously, producing hourly average noise levels of 75 dBA Leq at a distance of 3 feet. The nearby receptors would not have direct line-of-sight to the rooftop equipment. Worst-case noise levels are calculated to be 33 dBA Leq or less assuming the distance from the equipment to the receivers and the shielding provided by the rooftop edge of the building. The associated CNEL from the mechanical equipment would be 39 dBA or less at the nearest receptor to the west, which would not exceed the daytime or nighttime Municipal Code noise limits, nor measurably contribute to ambient CNEL noise levels in the project vicinity (0 dBA CNEL increase).
The project also proposes two mechanical equipment rooms within the underground parking garage (likely for a boiler, electrical equipment, etc.). The underground location of this equipment would provide adequate shielding for all surrounding noise-sensitive receptors (0 dBA CNEL increase).
Condition of Approval
As a project condition of approval, mechanical equipment shall be selected and designed to reduce noise levels to meet the Municipal Code requirements at the nearby noise-sensitive land uses. A qualified acoustical consultant shall be retained to review mechanical noise as these systems are selected to determine specific noise reduction measures necessary to reduce noise to comply with the City’s Municipal Code noise level requirements. Noise reduction measures could include, but are not limited to, selection of equipment that emits low noise levels and installation of noise barriers, such as enclosures and parapet walls, to block the line-of-sight between the noise source and the nearest receptors. Other alternate measures may be optimal, such as locating equipment in less noise-sensitive areas, such as along the building façades farthest from adjacent neighbors, where feasible.
No equipment is anticipated for a project of this scale that would make meeting the applicable noise limits with standard noise control measures difficult. The operational noise levels produced by the project would be well below ambient noise levels produced by local vehicle traffic, and would not substantially increase the ambient noise environment at the nearest noise-sensitive receptors resulting in a less-than-significant impact.
Mitigation Measure 1b: None required.
25 Impact 2: Exposure to Excessive Groundborne Vibration. Construction-related vibration levels are not expected to exceed applicable vibration thresholds at nearby sensitive land uses. This is a less-than-significant impact.
The construction of the project may generate perceptible vibration when heavy equipment or impact tools are used. Construction phases utilizing such equipment or tools would include demolition, site preparation, grading, trenching, building construction, and paving. Foundation construction techniques involving impact or vibratory pile driving equipment, which can cause excessive vibration, are not expected with the proposed project.
The California Department of Transportation recommends a vibration limit of 0.5 in/sec PPV for buildings structurally sound and designed to modern engineering standards, 0.3 in/sec PPV for buildings that are found to be structurally sound but where structural damage is a major concern, and conservative limits of 0.25 in/sec PPV for historic and some old buildings and 0.08 in/sec PPV for ancient ruins or monuments (see Table 3). No known ancient ruins or monuments or buildings that are documented to be structurally weakened adjoin the project area. The nearest historic building is the John C. McPherson House located approximately 1,200 feet to the west at 561 Washington Street.3 Therefore, groundborne vibration levels exceeding 0.3 in/sec PPV would have the potential to result in a significant vibration impact at normal buildings in the site vicinity.
Vibration levels would vary depending on soil conditions, construction methods, and equipment used. Table 8 presents typical vibration levels that could be expected from construction equipment at a distance of 25 feet. Project construction activities, such as drilling, the use of jackhammers, rock drills and other high-power or vibratory tools, and rolling stock equipment (tracked vehicles, compactors, etc.), may, if uncontrolled, generate substantial vibration in the immediate vicinity.
Vibratory rollers typically generate vibration levels of 0.202 in/sec PPV at 25 feet while drilling and the use of jackhammers typically generates vibration levels ranging from 0.035 to 0.089 in/sec PPV at a distance of 25 feet.
Vibration levels are highest close to the source, and then attenuate with increasing distance at the rate (Dref/D)1.1, where D is the distance from the source in feet and Dref is the reference distance of 25 feet. Table 9 summarizes the vibration levels expected at nearby buildings and shows that vibration levels would not exceed the 0.3 in/sec PPV threshold at the nearest buildings 80 to 240 feet from the project site. This is a less-than-significant impact.
At these locations, and in other surrounding areas where vibration would not be expected to cause cosmetic damage, vibration levels may still be perceptible. However, as with any type of construction, this would be anticipated and would not be considered significant, given the intermittent and short duration of the phases that have the highest potential of producing vibration (use of jackhammers and other high-power tools). By use of administrative controls, such as notifying neighbors of scheduled construction activities and scheduling construction activities with the highest potential to produce perceptible vibration during hours with the least potential to affect nearby businesses, perceptible vibration can be kept to a minimum. 3 https://missioncity.maps.arcgis.com/apps/MapTour/index.html?appid=c3261a39356546e38ec3445f953fbe1b 26 TABLE 8 Vibration Levels for Construction Equipment
Equipment
PPV at
25 ft.
(in/sec)
Estimated Vibration Levels at Structures
Surrounding the Project Site, in/sec PPV
West
Residential
(80 feet)
Northeast
Educational
(120 feet)
South
Commercial
(240 feet)
Clam shovel drop 0.202 0.056 0.036 0.017
Hydromill
(slurry wall)
in soil 0.008 0.002 0.001 0.001
in rock 0.017 0.005 0.003 0.001
Vibratory Roller 0.210 0.058 0.037 0.017
Hoe Ram 0.089 0.025 0.016 0.007
Large bulldozer 0.089 0.025 0.016 0.007
Caisson drilling 0.089 0.025 0.016 0.007
Loaded trucks 0.076 0.021 0.014 0.006
Jackhammer 0.035 0.010 0.006 0.003
Small bulldozer 0.003 0.001 0.001 0.000
Source: Transit Noise and Vibration Impact Assessment Manual, Federal Transit Administration, Office of Planning and Environment, U.S. Department of Transportation, September 2018, as modified by Illingworth & Rodkin, Inc., September 2022.
Mitigation Measure 2: None required.
Impact 3: Excessive Aircraft Noise. The proposed project would not expose people residing or working in the area to excessive aircraft noise levels. This is a less-thansignificant impact.
Norman Y. Mineta San José International Airport is a public-use airport located approximately
0.75 miles northeast of the project site. According to the City’s new Airport Master Plan Environmental Impact Report,4the project site lies outside the 60 dBA CNEL contour line (see Figure 4). Aircraft noise levels less than 65 dBA CNEL would be considered compatible at exterior use areas and within the building, and this is a less-than-significant impact.
Mitigation Measure 3: None required.
4 David J. Powers & Associates, Inc., Integrated Final Environmental Impact Report, Amendment to Norman Y.
Mineta San Jose International Airport Master Plan, April 2020. 27 FIGURE 4 2037 CNEL Noise Contours for SJIA Relative to Project Site 60 CNEL
60 CNEL
Project
Site
28 APPENDIX A – LONG-TERM NOISE DATA
29 30
31 32
33 34
Memorandum
Date: August 23, 2022
To: Patrick Kallas, David J. Powers & Associates, Inc.
From: Kai-Ling Kuo
Subject: Transportation Analysis for the Proposed Mixed-Use Project at 2655 The Alameda This memorandum presents the transportation analysis for the proposed residential and retail mixed-use development located at 2655 The Alameda in Santa Clara, California. The project site is a 0.4-acre vacant parcel located at the corner of Park Avenue and The Alameda. The project would develop the site with a four-story building with 39 residential units and 1,540 square feet of retail space. Vehicle access to the parking garage would be provided via two driveways on Park Avenue and The Alameda (see Figure 1). Vehicle parking would be provided within the building on the ground floor and one subgrade level (see Figure 2).
Because the project would generate a small number of new trips during the peak hours, a local transportation analysis to evaluate the project’s traffic effects on intersection operations is not required. The transportation analysis includes trip generation estimates, a vehicle miles traveled (VMT) assessment, evaluation of site access and on-site circulation, and effects on pedestrians, bicycles, and transit facilities.
Per California Senate Bill 743 (SB 743) and CEQA Guidelines, all new developments are required to analyze transportation impacts using the VMT metric and to conform the City’s VMT Policy. The City’s VMT Policy establishes procedures and VMT thresholds of significance for determining project impacts on VMT. The City’s VMT Policy also includes screening criteria that are used to identify projects that would not exceed the VMT thresholds of significance. If a project meets the screening criteria, it is then presumed that the project would result in a less-than- significant VMT impact, and a VMT analysis is not required. The project would meet all applicable VMT screening criteria. Therefore, a CEQA VMT analysis is not required for the project.
Project Trip Estimates
Through empirical research, data have been collected that show trip generation rates for many types of land uses. The research is compiled in the ITE Trip Generation Manual, 11th Edition. The magnitude of traffic added to the roadway system by a particular development is estimated by multiplying the applicable trip generation rates by the size of the development. The rates published for “Mid-Rise Multifamily Housing” (Land Use Code 221) and “Strip Retail Plaza” (Land Use Code 822) were used to estimate the trips generated by the proposed development (see Table 1). The “Mid-Rise Multifamily Housing” category refers to apartments and condominiums located within the same building that have between four and 10 levels. The “Strip Retail Plaza” category refers to an integrated group of commercial establishments. This category includes the trip data for retail/commercial uses less than 40,000 square feet.
2655 The Alameda Mixed-Use Development
Figure 1
Site Plan
2655 The Alameda Mixed-Use Development
Figure 2
Basement Plan
UP
20'-10" 15'-4"
4'
SETBACK
4'
SETBACK
UP
UP
1 2
8'-7"
UP
9 9
24' 24' 18'
18'
9'
5' 9'
18'
9'
18'
9'
18'
11 8
2 2
9'
283'
158'-10"
2655 The Alameda Mixed-Use Development August 23, 2022
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Trip Adjustments and Reductions
Because the project would provide residential units and retail space on site, some residents would patronize the retail business. Per the VTA’s 2014 Transportation Impact Analysis (TIA) Guidelines, an internal trip reduction of 15% between retail and residential uses was applied to the project. The trip reduction factor was first applied to the smaller trip generator (retail); then the same trips were subtracted from the larger trip generator (residential) to account for both trip ends.
In addition, trip generation for retail uses are typically adjusted to account for pass-by trips. Passby trips are trips that would already be on the adjacent roadways (and are therefore already counted in the existing traffic) but would turn into the site while passing by. Pass-by trips are therefore excluded from the traffic projections (although pass-by traffic is accounted for at the site entrances). An average pass-by trip reduction of 30% was applied to the retail component of the project based on the VTA TIA Guidelines.
Project Trips
After applying the trip reductions, it is estimated that the proposed project would generate 214 new daily trips, including 15 new trips (4 inbound and 11 outbound) during the AM peak hour and 19 new trips (11 inbound and 8 outbound) during the PM peak hour (see Table 5).
Table 1
Project Trip Generation
Vehicle Miles Traveled Analysis
Santa Clara adopted a VMT Transportation Analysis Policy for Environmental Review on June 30, 2020. The Policy sets forth screening criteria that allow various types of developments such as infill developments, small projects, and/or transit supportive projects near major transit stops or highquality transit corridors to be presumed to have a less than significant impact on VMT. The project would qualify as a transit supportive project since it is located within a half mile of the El Camino Real transit corridor and meets the following criteria:
Pk-Hr Pk-Hr
Land Use Trips Rate In Out Total Rate In Out Total
Proposed Residential1 39 du 4.54 177 0.37 3 11 14 0.39 9 6 15 - Residential/Retail Internal Capture (15%)3 -13 0 -1 -1 -1 -1 -2 Sub-Total Residential 164 3 10 13 8 5 13
Retail 2 1,540 s.f. 54.45 84 2.36 2 2 4 6.59 5 5 10
- Residential/Retail Internal Capture (15%)3 -13 -1 0 -1 -1 -1 -2 - Pass-By Reduction (30%)4 -21 0 -1 -1 -1 -1 -2
Sub-Total Retail 50 1 1 2 3 3 6
Project Trips 214 4 11 15 11 8 19
Source: ITE Trip Generation Manual, 11th Edition. VTA Transportation Impact Analysis Guidelines , October 2014 Notes:
1. Mid-Rise Multifamily Housing (ITE Land Use 221): average trip rates in trips per dwelling unit were used.
2. Strip Retail Plaza (Land Use 822): average trip rates in trips per 1,000 s.f. were used.
3. Residential/retail internal trip reductions were applied to the project per the VTA's TIA Guidelines .
4. An average 30% pass-by trip reduction was applied based the maximum allowable pass-by trip reduction rate in the VTA TIA Guidelines.
Size
Daily AM Peak Hour PM Peak Hour
Trip
Rate
Trips Trips
2655 The Alameda Mixed-Use Development August 23, 2022
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35 minimum dwelling unit/acre for residential uses,
0.75 floor area ratio (FAR) for office uses,
Promotes multimodal transportation,
Incorporates transit-oriented design,
Does not propose excessive parking, and
Does not replace affordable residential uses with market rate residential uses.
Proximity to Transit
The project is located in a transit proximity area because it is located within a half mile of the El Camino Real transit corridor, which is considered a high-quality transit corridor. The VTA Frequent Route 22 runs along El Camino Real with the nearest bus stop approximately 0.26 mile from the site and frequency of 15 minutes during the morning and evening peaks. Route 22 also stops at the Santa Clara Caltrain Station, which is approximately 0.6 mile from the project site.
Density
The project would provide 39 residential units on the 0.4-acre site, which calculates to a density of 98 units per acre, which exceeds the minimum density requirement.
Multimodal Transportation and Transit-Oriented Design Elements The City Policy requires that transit supportive projects promote multimodal transportation and include transit-oriented design elements. The project would include the following design features that support active and sustainable travel options for residents and visitors:
Long-term and short-term bicycle parking. The short-term spaces would be racks located near the entrance to the retail space on Park Avenue. The long-term spaces would be in a secure bike room located on the ground floor of the building. These bicycle parking locations are convenient for cyclists.
Fewer vehicle parking spaces than the City requirements.
Parking
The project would provide 33 vehicle parking spaces at a parking ratio of 0.75 spaces per residential unit (30 residential spaces) and 2 spaces per 1,000 square feet for retail (3 retail spaces). The City of Santa Clara Zoning Code (Section 18.22.260) states that residential units in mixed-use zoning districts are required to provide one parking space for each studio and one bedroom unit; and one and one-half spaces for each two-plus bedroom unit. The project would provide 26 one-bedroom units and 13 two-bedroom units, which requires 46 residential parking spaces. The Zoning Code requires 3 spaces per 1,000 square feet for retail, so the project would require 5 retail spaces. The project would be required to provide 51 parking spaces. Therefore, the project would provide 30% fewer spaces than are required.
According to the Zoning Code (Section 18.90.020), the project would require a variance because it proposes a parking reduction greater than 25%.
Affordable Housing
The site is currently vacant so the project would not replace affordable residential uses with market rate residential uses.
2655 The Alameda Mixed-Use Development August 23, 2022
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Findings
Per the State’s guidance and the City’s VMT Policy, the project qualifies as a transit supportive project and is presumed to have a less than significant impact on VMT.
Site Access and Circulation
A review of the project site plan was performed to determine if adequate site access and on-site circulation would be provided and to identify any access or circulation issues that should be improved. This review is based on the site plan, dated August 1, 2022 (see Figure 1) and in accordance with generally accepted traffic engineering standards.
Site Access
Vehicle access to the parking garage would be provided via driveways on Park Avenue and The Alameda. Because the project would generate a low number of project trips, it is not necessary to provide two access points to the site for access and circulation. Increasing the access points would increase the conflicts between pedestrians/bicycles and vehicles. Additionally, as discussed below, because the access ramp to the underground parking garage is next the Park Avenue driveway, vehicles turning out of the driveway would not have adequate sight distance. Therefore, the project should limit the Park Avenue driveway to emergency vehicle access only.
Driveway Design
The project driveways would provide two-way flow and would be 26 feet wide. According to the City of Santa Clara Municipal Code, Chapter 18.74 (Parking Regulations), two-way driveways providing access to 25 or more residential parking spaces should be at least 26 feet wide. The project driveways meet the requirement.
The Alameda driveway shows approximately 20 feet of vehicle stacking space between the sidewalk and the first 90-degree parking stall, which would provide room for one inbound vehicle when vehicles back out of these parking stalls near the driveway. Due to the low volume of project trips and the small number of on-site parking spaces, the probability of two or more inbound vehicles entering the parking garage at the same time would likely be low. Therefore, the inbound stacking space at the driveway is adequate.
The site plan shows that the access ramp to the underground parking garage and the first 90- degree parking stall would be immediately adjacent to the Park Avenue driveway. Access to the underground parking garage would also be gated. Because there is no stacking space between the sidewalk and the first 90-degree parking stall/access ramp, vehicles turning in and out of the driveway would potentially block the sidewalk. Therefore, the Park Avenue driveway should be used only for emergency access.
Sight Distance at Project Driveways
The project driveways should be free and clear of any obstructions to provide adequate sight distance, thereby ensuring that exiting vehicles can see pedestrians on the sidewalk and vehicles and bicycles traveling on The Alameda. Any landscaping and signage within the sight triangles at the project driveways should be no taller than 3 feet and located in such a way to ensure an unobstructed view for exiting drivers. Providing the appropriate sight distance reduces the likelihood of a collision at a driveway and provides drivers with the ability to locate sufficient gaps in traffic and exit a driveway.
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The landscape plan shows street trees would be added along the project frontage on Park Avenue and The Alameda. The type and location of the new street trees would be determined by the City at the implementation stage. Note that street trees have a high canopy and would not obstruct the view of drivers exiting the project driveways.
The posted speed limit on The Alameda is 30 mph. The Caltrans stopping sight distance is 250 feet (based on a design speed of 35 mph). Thus, a driver must be able to see 250 feet in both directions of The Alameda to locate a sufficient gap to turn out of the driveways. There is no roadway curve within 250 feet of the driveways. However, on-street parking is allowed along the project frontage and could obstruct the vision of exiting drivers if there were cars parked next to the driveways. Therefore, the project should provide 15 feet of red curb along both sides of the driveway to prohibit parking.
Traffic Operations at Project Driveways
The project trips, including the pass-by trips, that are estimated to occur at the driveway are 4 inbound trips and 12 outbound trips in the AM peak hour and 12 inbound trips and 9 outbound trips during the PM peak hour. Due to the relatively low number of project-generated trips at the driveway, operational issues related to vehicle queueing and/or vehicle delay are not expected to occur. There is a center-turn lane on The Alameda. Therefore, vehicles could use the turn lane to make left turns in and out the driveway without affecting northbound through traffic on The Alameda or causing vehicle queuing on-site.
Passenger Loading
The site plan does not show any loading zones for dropping off and picking up passengers such as would be using Uber/Lyft or other rideshare apps (e.g., Scoop, Waze Carpool). On-street parking is provided along The Alameda, which could be used for this purpose. An on-site loading zone would not be necessary.
On-Site Circulation
The project would provide 90-degree stalls (9 feet wide and 16 feet long) with a 26-foot two-way drive aisle in the ground floor parking garage and 90-degree standard stalls (9 feet wide and 18 feet long) with a 24-foot two-way drive aisle in the below grade parking garage. According to the City of Santa Clara Municipal Code, Chapter 18.74, standard parking stalls should measure 9 feet wide and 18 feet long with a minimum two-way drive aisle width of 24 feet for 90-degree standard stalls. The proposed parking stalls in the below grade parking garage would meet the requirement.
The parking stalls in the ground floor parking garage are 2 feet shorter than the required length for standard stalls. However, because the driveway aisle is 2 feet wider than the required width of 24 feet, standard vehicles parking in the stalls are not expected to block the aisle.
Emergency Vehicle and Truck Access and Circulation
The Alameda and Park Avenue would provide emergency vehicle access to all sides of the project building.
The project would provide a trash enclosure in the ground floor parking garage next to the Alameda driveway. The parking garage entrance would be approximately 15 feet tall. It is expected that the project would coordinate with local solid waste companies to ensure trash collection would occur on-site. Garbage trucks would need to back in or out using the Alameda driveway.
The site plan does not show a freight loading zone for moving and delivery vehicles on The Alameda, Park Avenue, or on-site. The project should designate a curbside loading zone near the 2655 The Alameda Mixed-Use Development August 23, 2022
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entrance to the building lobby on The Alameda for use by moving vans and delivery vehicles. A timed loading zone could be used for both passenger and freight loading.
Effects on Pedestrians, Bicycles, and Transit Facilities The following describes the existing transit, pedestrian and bicycle facilities that serve the site and evaluates whether appropriate bicycle and pedestrian access and transit service are provided between the site and nearby destinations.
Pedestrian Facilities
Pedestrian facilities in the study area consist of sidewalks and crosswalks. A continuous network of sidewalks is present along all of the surrounding streets. Crosswalks with pedestrian signal heads are located at all of the signalized intersections in the area. At the The Alameda/Park Avenue intersection, crosswalks are available on the west and south legs of the intersection. There is a midblock crossing on The Alameda at the Safeway driveway south of the site. Pedestrian crossings are present on Park Avenue at unsignalized intersections in the project vicinity.
The project would improve the sidewalks along the project frontage by planting trees in sidewalk wells and providing landscaping along the building frontages. The curb ramps at the The Alameda/Park Avenue intersection along the project frontage do not include truncated domes, and the ramp slopes do not appear to meet the current ADA requirement. The project should improve the curb ramps to meet current ADA standards. The sidewalks and ADA curb ramps would facilitate pedestrian movements between the project site and surrounding points of interest, such as bus stops.
Bicycle Facilities
There are bike lanes on The Alameda south of Park Avenue/Bellomy Street and on all of Park Avenue that connect cyclists from the project site to the surrounding areas. According to the Santa Clara Bicycle Master Plan Update 2018, Class IV separated bikeways are planned on El Camino Real, Class II bike lanes are planned on Bellomy Street from Park Avenue westward to connect to the existing bike lanes west of Washington Street, and a Class III bike route is planned on Market Street from The Alameda westward to connect to the existing bike lanes west of Lafayette Street.
The project would provide secure bicycle storage in a bike room on the ground floor of the building with access from The Alameda. The project would also provide bike racks near the entrance to the retail space on Park Avenue.
Transit Services
The VTA Frequent Route 22 runs along the El Camino Real/The Alameda corridor with the nearest bus stop approximately 1,400 feet from the site. Route 22 has a headway of 15 minutes during the morning and evening peaks. Route 22 also stops at the Santa Clara Caltrain Station, which is approximately 0.6 mile from the project site. Due to the proximity of Route 22 to the project site, it is assumed that some residents of the project would utilize the existing transit services.
Conclusions
The Santa Clara VMT Policy establishes screening criteria that allow various types of developments such as infill developments, small projects, and/or transit supportive projects near major transit stops or high-quality transit corridors to be presumed to have a less than significant impact on VMT. The project would qualify as a transit supportive project since it is located within a half mile of the El 2655 The Alameda Mixed-Use Development August 23, 2022
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Camino Real transit corridor. Therefore, it is presumed to have a less than significant impact on VMT.
The project would not have an adverse effect on the existing pedestrian, bicycle, or transit facilities in the study area. Hexagon has the following recommendations resulting from the site access and circulation evaluation.
The project would require a variance because it proposes a parking reduction greater than 25%, according to the Zoning Code (Section 18.90.020).
The project should limit the Park Avenue driveway to emergency vehicle access only.
Garbage trucks would need to back in or out using the Alameda driveway. The project should provide 15 feet of red curb along both sides of the Alameda driveway to prohibit parking to provide adequate sight distance.
The project should designate a curbside loading zone near the entrance to the building lobby on The Alameda for use by moving vans and delivery vehicles. The timed loading zone could be used for both passenger and freight loading. The project should improve the curb ramps at the The Alameda/Park Avenue intersection along the project frontage to meet current ADA standards. 2655 The Alameda Mixed Use Project 1 City of Santa Clara DRAFT
MITIGATION MONITORING AND REPORTING PROGRAM
2655 The Alameda Mixed Use Project
CITY OF SANTA CLARA
April 2023
2655 The Alameda Mixed Use Project 2 City of Santa Clara
P R E F A C E
Section 21081 of the California Environmental Quality Act (CEQA) requires a Lead Agency to adopt a Mitigation Monitoring or Reporting Program whenever it approves a project for which measures have been required to mitigate or avoid significant effects on the environment. The purpose of the monitoring or reporting program is to ensure compliance with the mitigation measures during project implementation.
On _____, the City Council approved the Environmental Impact Report (EIR) for the 2655 The Alameda Mixed Use Project. The Initial Study/Mitigated Negative Declaration concluded that the implementation of the project could result in significant effects on the environment and mitigation measures were incorporated into the proposed project or are required as a condition of project approval. This Mitigation Monitoring or Reporting Program addresses those measures in terms of how and when they will be implemented.
This document does not discuss those subjects for which the Initial Study/Mitigated Negative Declaration concluded that mitigation measures would not be required to reduce significant impacts.
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Air Quality
IMPACT AIR-3.1:
The proposed project
would exceed the
Cancer Risk Threshold
of 10 cases per million
during construction of
the project.
MM-AIR 3.1-1: All construction equipment larger than 25 horsepower used at the site for more than two continuous days or 20 hours total shall meet U.S. EPA Tier 4 emission standards for PM (PM10 and PM2.5).
If Tier 4 equipment is not available, alternatively the project will use equipment that meets U.S. EPA emission standards for Tier 3 engines and include particulate matter emissions control equivalent to CARB Level 3 verifiable diesel emission control devices that altogether achieve a 60 percent reduction in particulate matter exhaust in comparison to uncontrolled equipment; alternatively (or in combination).
Alternatively, the applicant may develop a construction operations plan demonstrating that the construction equipment used on-site would achieve a reduction in construction diesel particulate matter emissions by 60 percent or greater. Elements of the plan could include a combination of the following measures:
• Implementation Tier 4 engines or alternatively fueled equipment,
• Installation of electric power lines during early
construction phases to avoid use of diesel generators
and compressors,
• Use of electrically-powered equipment,
During
Construction
Prior to issuance
of any
demolition,
grading, and/or
building permits
(whichever
occurs earliest).
Project
Contractor
Project
Applicant and
air quality
professional
City of Santa
Clara Building
Department
Director of
Community
Development or
Director’s
Designee
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• Forklifts and aerial lifts used for exterior and interior building construction shall be electric,
• Change in construction build-out plans to lengthen
phases, and
• Implementation of different building techniques that
result in less diesel equipment usage.
• Such a construction operations plan would be subject to review by an air quality expert and approved by the
City prior to construction.
The project applicant shall submit a construction operations plan prepared by an air quality professional that outlines how the construction contractor will achieve the measures outlined above. The plan shall be submitted to the Director of
Community Development for review and approval prior to
issuance of any demolition, grading, and/or building permits (whichever occurs earliest).
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Biology
Impact BIO-1.1:
Construction activities
could disrupt nesting
raptors, or other birds,
resulting in
abandonment of nests
and loss of fertile eggs.
MM-BIO 1.1-1: Construction shall be scheduled to avoid the nesting season to the extent feasible. The nesting season for most birds, including most raptors, in the San Francisco Bay Area extends from February 1st through August 31st.
If it is not possible to schedule construction and tree removal between September 1 and January 31, then pre-construction surveys for nesting birds shall be completed by a qualified ornithologist to ensure that no nests are disturbed during project implementation. This survey shall be completed no more than 14 days prior to the initiation of grading, tree removal, or other construction activities during the early part of the breeding season (February through April) and no more than 30 days prior to the initiation of these activities during the late part of the breeding season (May through August).
During this survey, the ornithologist shall inspect trees and other possible nesting habitats within and immediately adjacent to the construction area for nests. If an active nest is found sufficiently close to work areas to be disturbed by construction, the qualified ornithologist, shall determine the extent of a construction-free buffer zone to be established around the nest to ensure that raptor or migratory bird nests would not be disturbed during project construction.
No more than 14
days prior to the
initiation of
grading, tree
removal, or other
demolition or
construction
activities during
the early part of
the breeding
season (February
through April)
and no more than
30 days prior to
the initiation of
these activities
during the late
part of the
breeding season
(May through
August)
Project applicant
and
Qualified
ornithologist
Director of
Community
Development or
the Director’s
designee
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Cultural Resources
IMPACT CUL-2.1:
The proposed project
would require
excavation of the site
which could impact as
yet unrecorded
underground
prehistoric and historic
archaeological
resources.
MM-CUL 2.1-1: Prior to grading of the project site, a qualified archaeological consultant will conduct subsurface sampling of the following areas on-site to determine if historical
archeological resources are present:
• outbuildings that are likely to be privies, as shown on the 1887, 1891, and 1915 Sanborn maps;
• building footprints as shown on the 1887, 1891, and
1915 Sanborn maps; and
• areas that were not developed in the historic era, since prehistoric archaeological deposits (if present) are less likely to be disturbed in these areas.
Testing for historic-era resources shall extend to a depth of four feet below the current ground surface. Testing for prehistoric resources shall extend to a depth of eight feet below the current ground surface to account for rapid alluviation during the Holocene era. In the event that resources are discovered on-site the site-specific cultural resources treatment plan shall be prepared and approved by the Director of Community
Development prior to issuance of any of grading permits in conformance with the steps outlined below.
Investigation – Resource Identification
Archaeologists will investigate features to determine their potential significance. Decisions will be made about which features will be subject to archaeological data recovery.
Prior to grading
of the project
site
A qualified
archaeological
consultant and
project applicant
Director of
Community
Development
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• Determination of significance of historic archaeological property types is tied directly to their historical context and relevance to research themes further discussed
below. Usefulness of a property type (feature) with
regard to relevant research themes determines the legal importance of that resource. Also germane to the
importance of property types are assessments of
integrity, land use history, and comparison with other
known similar property types. Especially relevant here
are issues that cannot be addressed using data from
other sources. The purpose of identifying relevant
research themes is to help predict areas of special
concern, given expected property types. Determination
of relevance to research themes is critical to the
identification of significant features in the field.
• If data recovery is determined to be appropriate,
excavation will target recovery of an appropriate
amount of information from archaeological deposits to
determine potential of the resource to address specific research questions. If it occurs, data recovery will
emphasize understanding of the archaeological
deposit’s structure, including features and stratification, horizontal and vertical extent, and content including the nature and quantity of artifacts.
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Reporting
The findings reports will follow the outline below and will focus on particular finds encountered during the excavation. All reports will at a minimum meet the Secretary of the Interior's Standards for Archaeological Documentation. The report will be submitted to the applicant and all reviewing agencies, and will ultimately be filed with the Northwest Information Center at Sonoma State University.
The technical report on project results may address the following elements:
• executive summary;
• statement of scope, including project location and
setting;
• background contexts or summaries;
• summary of previous research, historical and
archaeological;
• research goals and themes;
• field and laboratory methodologies;
• descriptions of recovered materials;
• findings and interpretations, referencing research goals; • conclusions;
• references cited; and
• appendices such as artifact catalogs, special studies, and other information relevant to the project and findings. 950 Monroe Street Mixed Use Project 7 City of Santa Clara
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MM-CUL 2.1-2: Upon completion of all field work, but before completion of the Findings Report (outlined in MM CUL-2.1), a preliminary report outlining the data recovery work on the site(s) shall be submitted to the Director of Community Development for review and approval prior to issuance of building permits.
Upon
completion of all
field work, but
before
completion of
the Findings
Report
Project applicant Director of
Community
Development
Impact CUL-3.1:
Construction activities
could disturb human
remains on-site.
MM-CUL 3.1-1: In the event that human remains are
discovered during archaeological testing or excavation, trenching and/or grading of the site, all activity within a 50-foot radius of the find shall be stopped. The Santa Clara County Coroner shall be notified and shall make a determination as to whether the remains are of Native American origin or whether an investigation into the cause of death is required. If the remains are determined to be Native American, the Coroner shall notify the Native American Heritage Commission
(NAHC) immediately. Once NAHC identifies the most likely descendants, the descendants will make recommendations
regarding proper burial, which will be implemented in
accordance with Section 15064.5(e) of the CEQA Guidelines.
Discovery of Human Remains
Procedures for the treatment of human remains are well defined in various California laws and codes. The Heritage Commission acts as a central point of contact for notification of Native In the event that
human remains
are discovered
during
excavation
and/or grading
of the site
Project
Applicant
Santa Clara
County Coroner,
Native American
Heritage
Commission
(NAHC)
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Americans, and arbitration between the Native American
representative and the property owner (who is also the owner of the remains) and any associated archaeological materials. These procedures are set forth in the California Public Resources Code 5097.9, specifically 5097.98 Notification of discovery of Native American human remains, descendants, disposition of human remains and associated grave goods. NAHC guidelines have changed over time and the project proponent will follow NAHC recommendations and Public Resource Codes current at the time of the discovery.
• Discovery. When human remains are discovered (in
either an archaeological or construction context), the
project proponent will notify the Santa Clara County
Coroner who will determine if the remains are or are
suspected to be of Native American origin (cf. Section
7050.5c of the Health and Safety Code). This is often
done in consultation with the archaeological
investigator or on occasion in consultation with a
forensic or physical anthropologist. If this
determination is made, the Coroner will notify the
Heritage Commission.
• Notification of Most Likely Descendent (MLD). The
Heritage Commission will notify those persons it
believes are most likely descended from the deceased
Native American. This is usually a single individual
although for a number of reasons, the Heritage
Commission may assign more than one MLD. The
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MLD will likely be on the original consultation list;
however, this is not always the case, as some
individuals have removed themselves from the general
consultation list due to the number of requests for
comments.
• Inspection and Recommendations. The MLD will
have 48 hours to inspect the finds and make
recommendations to the project proponent regarding the
disposition of the remains. If the MLD fails to make a
recommendation or the MLD and the project proponent
fail to come to an agreement (with mediation provided
by the NAHC) the project proponent will respectfully
reinter the remains and associated artifacts in a safe
place on project site.
Geology and Soils
Impact GEO-1.1:
Buildings constructed
on-site could
experience settlement
in the event of strong
ground shaking as a
result of an earthquake
or other geologic
events.
MM-GEO 1.1-1: To avoid or minimize potential damage from seismic shaking and other geologic events, and consistent with General Plan Policy 5.10.5-P6, the project would be built using standard engineering and seismic safety design techniques.
Building design and construction at the site shall be completed in conformance with the recommendations of a design-level geotechnical investigation, which will be included in a geotechnical report to the City. The report shall be reviewed and approved by the City of Santa Clara’s Building Division as part of the building permit review and issuance process. The building shall meet the requirements of applicable Building and As part of the
building permit
review and
issuance process
Project applicant
and contractors
City of Santa
Clara’s Building
Division
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Fire Codes, including the 2022 California Building Code, as adopted or updated by the City. The project shall be designed to withstand potential geologic hazards identified on the site, including liquefaction and shrink swell capacity of soils, and the project shall be designed to reduce the risk to life or property to the extent feasible and in compliance with the Building Code.
Impact GEO-6.1:
Construction activities
could disturb
paleontological
resources in older
Pleistocene sediments
at depth under the
project site.
MM-GEO 6.1-1: If vertebrate fossils are discovered during construction, all work on the site shall stop immediately, the Director of Community Development or the Director’s
designee shall be notified, and a qualified professional paleontologist shall assess the nature and importance of the find and recommend appropriate treatment. Treatment may include, but is not limited to, preparation and recovery of fossil materials so that they can be housed in an appropriate museum or university collection and may also include preparation of a report for publication describing the finds. The project applicant shall be responsible for implementing the
recommendations of the qualified paleontologist. A report of all findings shall be submitted to the Director of Community Development or the Director’s designee.
If vertebrate
fossils are
discovered
during
construction
Project applicant
and a qualified
professional
paleontologist
Director of
Community
Development or
the Director’s
designee
Hazards and Hazardous Materials
IMPACT HAZ-2.1:
Construction activities
associated with the
proposed project could
MM HAZ-2.1: Prior to obtaining grading permits, the
environmental professional will perform chemical injections to remediate groundwater impacts present at the site and will collect soil vapor samples across the property prior to Prior to
obtaining
grading permits.
Applicant and
Environmental
Professional
Regional Water
Quality Control
Board
(RWQCB)
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expose the public
and/or the environment
to hazardous materials
and/or soil, soil vapor,
and/or groundwater
contamination from the
former use of the site
and from contaminants
that have migrated
from off-site.
preparation of the Health and Safety Plan (HSP) and
construction activities to evaluate the soil vapor concentrations present and the potential for vapor intrusion to occur. The groundwater injections will be performed in accordance with the Remedial Action Plan for Groundwater for the proposed project and persulfate injection will be used to oxidize the contaminants of concern with limited byproducts from the process. Groundwater monitoring will be conducted in
compliance with a waste discharge requirement (WDR) permit after the injections are conducted to meter the performance of the procedure under the oversight of the Regional Water Quality Control Board (RWQCB). The results of the
performance groundwater monitoring events will be provided in the semi-annual groundwater monitoring reports and WDR reports as required by the WDR permit. The soil vapor samples will be collected in accordance with the identified in the Soil Vapor Assessment Work Plan prepared for the proposed
project.
MM HAZ-2.2: The project applicant shall be required to
develop a Soil and Groundwater Management Plan and submit it to the City of Santa Clara and the Santa Clara County Department of Environment Health (SCCDEH) prior to
issuance of any demolition or grading permits (whichever occurs first) for review and approval. The project applicant must then provide the approved Soil and Groundwater
Management Plan to the general contractor and each of its Prior to issuance
of any
demolition or
grading permits
The Project
Applicant
City of Santa
Clara and the
Santa Clara
County
Department of
Environment
Health
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subcontractors for incorporation into their Health and Safety Plans (HSP).
MM HAZ-2.3: All contractors must prepare a site-specific HSP to establish health and safety protocols for their personnel working at the project site. The HSPs will be reviewed and approved by the City of Santa Clara and the SCCDEH prior to issuance of demolition or grading permits (whichever occurs first) and will be modified accordingly if previously unknown impacted materials are encountered during construction. These modifications must meet Federal and State of California (OSHA) standards for hazardous waste operations (29 CFR 1910.120 and 8 CCR 5192). Earthwork activities in
contaminated materials will be performed by licensed
contractors with personnel trained in hazardous waste
operations (40-hour OSHA training).
All contractors will be responsible for following the protocols presented in their HSP. The contractor will also prepare an injury and illness prevention plan. The contractor’s HSP will contain provisions for limiting chemical exposure to
construction workers, chemical and on-chemical hazards, emergency procedures, and standard safety protocols.
• Work activities will be conducted with, at a minimum, Level D protection including:
Prior to Issuance
of demolition or
grading permits
Project Applicant
and Project
contractor
City of Santa
Clara and the
SCCDEH
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o Rubber boots when in contact with
groundwater;
o Nitrile gloves when handling impacted soils;
o Work boots;
o High-visibility vest or clothing;
o Safety glasses;
o Hard hat; and
o Hearing protection (if noise levels exceed 85
dBA).
Contractors are also required to determine the requirements for worker training, based on the level of expected contact to soil and groundwater associated with their workers’ activities.
MM HAZ-2.4: The project site will be fenced and gated with a lock. Access to the project site will be limited by the general contractor to authorized personnel. Site control procedures will be implemented by the general contractor to control the flow of personnel, vehicles, and materials in and out of the site. Signs will be posted by the general contractor instructing visitors to sign in at the project support areas at all project site entrances.
MM HAZ-2.5: If suspect and/or confirmed impacted soil is encountered, decontamination procedures shall be established and implemented by the contractor to reduce the potential for construction equipment and vehicles to release contaminated During
construction
In the event that
impacts soils are
found on site
Project
Contractor
Project
Contractor
Director of
Community
Development or
Designee
Director of
Community
Development or
Designee
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soil onto public roadways or other off-site transfer. At a minimum, gravel will be placed at all project site access points by the contractor and excess soil will be removed from
construction equipment using dry methods (e.g., brushing or scraping) prior to moving the equipment to off-site locations.
All truck tires shall be cleaned prior to leaving the project site.
Decontamination rinse will be captured and stored in
Department of Transportation (DOT) approved containers for subsequent testing and off-site disposal.
MM HAZ-2.6: Excavated soil suspected to be impacted will be screened in the field by the environmental professional using field observations and an organic vapor meter. Soils observed to be potentially impacted may be direct-loaded into trucks for transport to an appropriate waste management facility under manifest or may be separately stockpiled from presumed
“clean” soil for additional testing. Trucks will be loaded so there is at least one foot of free board space and the beds will be covered with a tarp to prevent soil and/or dust from spilling out of the truck during transport to the disposal facility. Prior to leaving the loading area, each truck will be inspected by on-site personnel to ensure that the loads are adequately secured and covered. The stockpile area will be clean and free of debris prior to the placement of the bottom liner. The liners will consist of heavy-duty plastic (minimum of 30-mil) as the bottom and top liners. All stockpiles will include berms for After the project
has encountered
impacts soils
Environmental
professional
City of Santa
Clara and the
Santa Clara
County
Department of
Environment
Health
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containment of any water that drains from the soil. Stockpiles will be inspected at least twice daily and repaired as needed. At the end of each shift or when the stockpile is not in use for two hours or longer, the pile(s) will be securely covered with the heavy-duty plastic liner. All stockpiles will be handled as to prevent or reduce potential dust generation. Additional water spray will be utilized for dust suppression and foam or surfactant will be utilized for stabilization of stockpiles, if necessary. The environmental professional will collect and process stockpile samples as described in the Soil and
Groundwater Management Plan.
MM HAZ-2.7:During construction activities, if unanticipated contamination (e.g., if soil discoloration, odors, and/or elevated organic vapor meter readings are noted), buried structures (e.g., sumps or tanks), or hazardous debris are encountered that may pose a risk to human health or the environment, earthwork in the suspect area will be immediately stopped and worker access to the suspect area will be restricted. The area will be cordoned off using delineators and caution tape, or similar materials by the contractor. Subsequently, the environmental professional and project applicant will be notified. The quality of soil suspected to be contaminated will be evaluated through field screening and/or analytical testing by the environmental professional so that appropriate handling and disposal
alternatives can be determined.
During
Construction
Activities
Project
contractor
Environmental
professional
950 Monroe Street Mixed Use Project 16 City of Santa Clara
MITIGATION MONITORING OR REPORTING PROGRAM
2655 THE ALAMEDA MIXED USE PROJECT
Impacts Mitigation Timeframe for
Implementation
Responsibility
for
Implementation
Oversight of
Implementation
MM HAZ-2.8: The environmental professional will be present on-site during the removal of impacted soil and will be responsible for observing soil conditions and contractor’s activities. As part of this process, daily field reports documenting site activities will be completed and made
available for inspection by authorized oversight personnel for the duration of the project.
The environmental professional will complete daily field reports for each day that they are on-site. Entries will be complete and accurate enough to permit reconstruction of the environmental professional’s field activities. Each page will be dated, and the time of entry noted. The following information will be included for each soil sample:
• Sample identification number
• Sample location and description
• Site sketch showing sample location and measured
distances
• Sampler’s name(s)
• Date and time of sample collection
• Designation of sample as composite or grab
• Type of sample (i.e., matrix)
• Type of preservation
• Type of sampling equipment used
During removal
of impacted soil
Environmental
Professional
City of Santa
Clara and the
Santa Clara
County
Department of
Environment
Health
950 Monroe Street Mixed Use Project 17 City of Santa Clara
MITIGATION MONITORING OR REPORTING PROGRAM
2655 THE ALAMEDA MIXED USE PROJECT
Impacts Mitigation Timeframe for
Implementation
Responsibility
for
Implementation
Oversight of
Implementation
• Field observations and details important to analysis or integrity of samples (e.g., heavy rains, odors, colors, etc.)
• Instrument readings (e.g., photoionization detector
[PID], etc.)
• Chain-of-custody form numbers and chain-of-custody
seal numbers
• Transport arrangements (courier delivery, lab pickup, etc.).
MM HAZ-2.9: The following general procedures will be
carried out for construction on the project site:
• Trenches/excavations shall be screened daily with an
organic vapor meter or similar meter. Total volatile
organic compounds at a sustainable concentration of
five ppm above background shall require personnel to
stop work and leave area. If concentrations do not
recede, the trench/excavation shall be barricaded and
the Environmental Consultant contacted.
• Open trenches/excavations shall be inspected daily for readily observable indications of possible cave-ins,
hazardous atmosphere or other hazardous conditions.
• If readily observable conditions are noted that could result in cave-in, hazardous atmosphere or other
hazardous condition, exposed workers shall be removed
During
Construction
Project
contractor
Environmental
consultant
950 Monroe Street Mixed Use Project 18 City of Santa Clara
MITIGATION MONITORING OR REPORTING PROGRAM
2655 THE ALAMEDA MIXED USE PROJECT
Impacts Mitigation Timeframe for
Implementation
Responsibility
for
Implementation
Oversight of
Implementation
from the area until the necessary precautions have been taken to address the concern.
• Trenches/excavations shall be protected with adequate barriers or physical protection.
• Stockpiles of soil shall not be stored within two feet of a trench/excavation.
• Where oxygen deficiency (atmospheres containing less
than 19.5 percent oxygen) or a hazardous atmosphere
exists or could reasonably be expected to exist, the
atmosphere shall be tested before workers enter the
work area.
• Adequate precautions shall be taken to prevent
exposures to atmospheres containing less than 19.5
percent oxygen and or hazardous atmospheres,
including proper respiratory protection or ventilation. • Workers shall not work in excavations/trenches in
which there is accumulated water or in
trenches/excavations in which water is accumulating,
unless adequate precautions have been taken against the hazards posed by the accumulation. These measures can
include PPE, shoring or water removal.
• Workers shall wash hands thoroughly after handling
project site soil or groundwater even if they were
wearing protective gloves.
MM HAZ-2.10: If utility trenches extend into groundwater, measures will be implemented to reduce the potential for vapor If utility trenches
are excavated to
Project
contractor
A qualified civil
engineer
950 Monroe Street Mixed Use Project 19 City of Santa Clara
MITIGATION MONITORING OR REPORTING PROGRAM
2655 THE ALAMEDA MIXED USE PROJECT
Impacts Mitigation Timeframe for
Implementation
Responsibility
for
Implementation
Oversight of
Implementation
and groundwater migration through trench backfill and utility conduits. Such measures shall include placement of lowpermeability backfill “plugs” at selected intervals on-site and at all locations where the utility trenches extend off-site. In addition, utility conduits that are placed below groundwater will be installed with water-tight fittings to reduce the potential for groundwater to migrate into the conduits. A qualified civil engineer will survey and record all ‘plug’ placement locations.
MM HAZ-2.11: If excavation dewatering is required, pumped water will be transferred from the excavations into holding tanks and then either pumped to the sanitary sewer under a publicly owned treatment works permit, treated and discharged to the storm drain system pursuant to a California Regional Water Quality Control Board – San Francisco Bay Region
(Water Board) National Pollutant Discharge Elimination
System (NPDES) permit, and/or loaded into tanker trucks for off-site disposal at an appropriately licensed facility. a depth
extending into
groundwater
If excavation
dewatering is
required
Project
contractor
Regional Water
Quality Control
Board
IMPACT HAZ-2.2:
The proposed project
would expose future
residents to vapor
intrusion on-site.
MM HAZ-2.12: Based on the vapor intrusion risk on-site, implement a vapor intrusion mitigation (VIM) system to ensure the health and safety of the future project occupants. The project will submit a VIM System Plan to the Santa Clara County Department of Environmental Health (SCCDEH) for
review and approval prior to the issuance of building permits.
The proposed VIM system could include one or more of the following remediation measures: 1) sub-grade and/or sub-slab membranes, 2) gas-permeable gravel beneath the concrete Prior to issuance
of building
permits
Project applicant Santa Clara
County
Department of
Environmental
Health
950 Monroe Street Mixed Use Project 20 City of Santa Clara
MITIGATION MONITORING OR REPORTING PROGRAM
2655 THE ALAMEDA MIXED USE PROJECT
Impacts Mitigation Timeframe for
Implementation
Responsibility
for
Implementation
Oversight of
Implementation
slab/membrane, and 3) passive sub-slab ventilation. As
previously mentioned, the final design of the VIM system will be decided in coordination with the SCCDEH to ensure the system meets all applicable thresholds.
Noise and Vibration
IMPACT NOI–1.1:
Construction of the
proposed project would
result in construction
noise exceeding 80
dbA at residential uses
near the project site.
MM-NOI 1.1-1: Project construction operations shall use best available noise suppression devices and techniques including, but not limited to the following:
• Limit construction hours to between 7:00 a.m. and 6:00 p.m. on weekdays and between the hours of 9:00 a.m.
and 6:00 p.m. on Saturdays. No construction is
permitted on Sundays or holidays.
• Equip all internal combustion engine-driven equipment with intake and exhaust mufflers that are in good
condition and appropriate for the equipment.
• Prohibit unnecessary idling of internal combustion
engines.
• Locate stationary noise-generating equipment such as
air compressors or portable power generators as far as
possible from sensitive receptors. Construct temporary
noise barriers to screen stationary noise-generating
equipment when located near adjoining sensitive land
uses.
• Utilize “quiet” air compressors and other stationary
noise sources where technology exists.
During
Construction
Project applicant Director of
Community
Development or
the Director’s
designee
950 Monroe Street Mixed Use Project 21 City of Santa Clara
MITIGATION MONITORING OR REPORTING PROGRAM
2655 THE ALAMEDA MIXED USE PROJECT
Impacts Mitigation Timeframe for
Implementation
Responsibility
for
Implementation
Oversight of
Implementation
• Control noise from construction workers’ radios to a
point where they are not audible at existing residences bordering the project site.
• Notify all adjacent business, residences, and other
noise-sensitive land uses of the construction schedule, in writing, and provide a written schedule of “noisy”
construction activities to adjacent land uses and nearby residences.
• Designate a “disturbance coordinator” who would be
responsible for responding to any complaints about
construction noise. The disturbance coordinator will
determine the cause of the noise complaint (e.g., bad
muffler, etc.) and will require that reasonable measures be implemented to current the problem. Conspicuously
post a telephone number for the disturbance coordinator at the construction site and include it in the notice sent to neighbors regarding the construction schedule.
950 Monroe Street Mixed Use Project 22 City of Santa Clara In addition to mitigation measures listed above, there are also other conditions of approval the project shall implement, including the following:
CONDITIONS OF APPROVAL
2655 THE ALAMEDA MIXED USE PROJECT
Construction Dust Emissions Best Management Practices
• During any construction period of ground disturbance, the applicant shall ensure that the project contractor implement measures to control dust and exhaust. Implementation of the measures recommended by BAAQMD and listed below would reduce the air quality impacts associated with grading and new construction to a less than significant level. Additional measures are identified to reduce construction equipment exhaust emissions. The contractor shall implement the following best management practices that are required of all projects:
o All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day.
o All haul trucks transporting soil, sand, or other loose material off-site shall be covered. o All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
o All vehicle speeds on unpaved roads shall be limited to 15 miles per hour (mph). o All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building pads shall be laid as soon as possible after grading unless seeding or soil binders are used. o Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to five minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. o All construction equipment shall be maintained and properly tuned in accordance with manufacturer’s specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. o Post a publicly visible sign with the telephone number project construction superintendent regarding dust complaints. This person shall respond and take corrective action within 48 hours. The Air District’s phone number shall be visible to ensure compliance with applicable regulations.
Erosion Prevention Best Management Practices
• All excavation and grading work would be scheduled in dry weather months or construction sites would be weatherized to withstand or avoid erosion.
• Stockpiles and excavated soils would be covered during construction with secured tarps or plastic sheeting. 950 Monroe Street Mixed Use Project 23 City of Santa Clara
CONDITIONS OF APPROVAL
2655 THE ALAMEDA MIXED USE PROJECT
• Vegetation in disturbed areas would be replanted as quickly as possible after construction.
Construction Water Quality Best Management Practices
• Burlap bags filled with drain rock shall be installed around storm drains to route sediment and other debris away from the drains; • Earthmoving or other dust-producing activities would be suspended during period of high winds; • All exposed or disturbed soil surfaces would be watered at least twice daily to control dust as necessary; • Stockpiles of soil or other materials that can be blown by the wind would be watered or covered; • All trucks hauling soil, sand, and other loose materials shall be covered; • All paved access roads, parking areas, staging areas and residential streets adjacent to the construction sites would be swept daily (with water sweepers); and
• Vegetation in disturbed areas would be replanted as quickly as possible.
Mechanical Operational Noise
• As a project condition of approval, mechanical equipment shall be selected and designed to reduce noise levels to meet the City Code requirements at the nearby noise-sensitive land uses. A qualified acoustical consultant shall be retained to review mechanical noise as these systems are selected to determine specific noise reduction measures necessary to reduce noise to comply with the City Code noise level requirements. Noise reduction measures could include, but are not limited to, selection of equipment that emits low noise levels and installation of noise barriers, such as enclosures and parapet walls, to block the line-of-sight between the noise source and the nearest receptors. Other alternate measures may be optimal, such as locating equipment in less noise-sensitive areas, such as along the building façades farthest from adjacent neighbors, where feasible.
Exterior Noise Building Design Measures
• The project would be required to implement one or more design features which would reduce the ambient noise levels at the primary outdoor spaces below the City’s 55 dBA CNEL threshold. This could include closing off the open side of the building (i.e., putting up a wall with sealed windows on each floor with a central courtyard or occupiable open space area) or other measures. The design features will be determined during the building permit stage in consultation with City staff and an acoustical professional. Once the design features are determined, the acoustical professional will be required to provide the City with a report demonstrating the effectiveness of the measure(s) to meet the City’s applicable noise threshold. This report must be reviewed and approved prior to the issuance of any building permits. 950 Monroe Street Mixed Use Project 24 City of Santa Clara
CONDITIONS OF APPROVAL
2655 THE ALAMEDA MIXED USE PROJECT
Interior Noise Building Design Measures
• The following noise insulation features shall be incorporated into the proposed project to reduce interior noise levels to 45 dBA CNEL or less at residential interiors consistent with General Plan Policy 5.10.6-P2:
o Provide a suitable form of forced-air mechanical ventilation, as determined by the city’s local Building Official, so that windows can be kept closed at the occupant’s discretion to control interior noise and achieve the interior noise standards. Preliminary calculations indicate that worst-case units on the perimeter of the building would require windows and doors having a minimum rating of 26 to 30 STC in order to achieve the interior noise threshold of 45 dBA CNEL. o A qualified acoustical specialist shall prepare a detailed analysis of interior residential noise levels resulting from all exterior sources during the design phase pursuant to requirements set forth in the Santa Clara General Plan and California Building Code. The study will review the final site plan, building elevations, and floor plans prior to construction and recommend building treatments to reduce residential interior noise levels to 45 dBA CNEL or lower. Treatments would include, but are not limited to, sound-rated windows and doors, sound-rated wall and window constructions, acoustical caulking, protected ventilation openings, etc. The specific determination of what noise insulation treatments are necessary shall be conducted on a unit-by-unit basis during final design of the project. Results of the analysis, including the description of the necessary noise control treatments, shall be submitted to the City, along with the building plans and approved design, prior to issuance of a building permit.
Sources: City of Santa Clara. Draft IS/MND for the 2655 The Alameda Mixed Use Project. April 2023. 2655 THE ALAMEDA MIXED USE PROJECT
RESPONSE TO LATE COMMENTS
This memo responses to a late public comment letter on the Initial Study/Mitigated Negative Declaration related to the potential environmental impacts of the project under CEQA. Numbered responses correspond to comments in the comment letter. A copy of the comment letter is attached.
Comment Letter A: Claudia Daw – July 12, 2023
Comment A-1: This letter is in reference to item 4, #23-633; action on mitigated negative declaration and mitigation and reporting program, general plan amendment and rezone for the property at 2655 The Alameda to allow the development of a four-story multi family housing development with 39 rental units and 1,500s square feet of ground floor commercial space. #1) The City Council needs to look carefully at this land in particular. Both Geof Goodfellow and Larry Wolfe stated, back in 2004, that the property was polluted and need 30 to 40 years to mitigate the problem. The neighborhood must be assured that disturbed, contaminated soil, which will become airbourn will not result in cancer causing particulates being released into the air.
Response A-1: As discussed in Section 4.9 (pages 68-73) of the Initial Study, there is documented contamination on-site from a previous leaking underground storage tank (LUST) on the site and from an off-site LUST. The Initial Study outlined the potential exposure risk from contaminated soils, soil vapor, and groundwater during construction and identified specific mitigation measures to address the impact. With implementation of the mitigation, the impact would be less than significant and would not result in a significant health risk to the neighborhood.
Comment A-2: #2 – The resolution to change (amend) the General Plan zoning from Neighborhood Mixed Use to Very High Density Residential flys in the face of decades of efforts to protect the area from unusually high traffic congestion and resident parking. As there is already a serious parking problem even with restrictions using parking permits and limited hours a car may park on the streets.
Also, it is doubtful that 39 apartment units will accommodate needed vehicle parking if each apartment houses 4 more people. Most individuals bring a car or use a car to traverse here and there.
If 4 people times 39 units own a car that is 117 vehicles total. A vehicle 6 feet wide by 20 feet long = 120 square feet of vehicle. 1500/120 = 12 spaces. Even if up to 30 vehicles could fit into the “garage”, the remaining residents would have to find parking on streets already congested.
Response A-2: As discussed on page 86 of the Initial Study, the existing General Plan designation would allow up to 14 units on the project site. With the proposed General Plan Amendment, the site could be developed with up to 40 units. The project proposes 39 units, resulting in 25 additional residential units on-site. The General Plan included a net increase of 2,957 dwelling units throughout the City. The increase in housing allowed on-site would be approximately 1.3 percent of the total housing planned for the City of Santa Clara. As a result, the project would not represent a significant amount of growth on the project site.
As outlined in the project description (page 6) and discussed on page 118 of the Initial Study, the project would provide 33 parking spaces. Per recent state law, projects in proximity to transit are exempt from local parking requirements.
2 Comment A-3: Then there is the traffic problem. The City of Santa Clara is has not adequately addressed this challenge. Lafayette Street is awash in traffic which already is a hazard to pedestrian’s attempting to cross it. This is especially true for students crossing to SCU at Franklin Street and Santa Clara Streets.
The very thought of increasing traffic and congestion street parking bordors on insanity and is immoral.
Response A-3: Traffic impacts are based on vehicle miles traveled (VMT), which calculates how far a person needs to travel between home, work, and services. Congestion, in and of itself, is not an impact under CEQA. As discussed on page 117 of the Initial Study, based on the density, proximity to transit, and parking ratio of the proposed project, the project would be consistent with the requirements for a low VMT, transit-oriented development project under the Office of Planning and Research and City of Santa Clara VMT guidelines. The project was found to have a less than significant VMT impact. The project was also found to have a less than significant impact on transit facilities, pedestrian facilities, and bicycle facilities.
The Initial Study did include a traffic operations analysis (Appendix F). As shown in Table 1 of Appendix F, the total daily trips for the site is estimated to be 214 with 15 AM Peak Hour trips and 19 PM Peak Hour trips. This is a fraction of the current total daily trips on Lafayette Street and the surrounding streets and will not affect the operation of the local roadways.
Comment A-4: Litter: Students and/or renters toss their garbage here, there and everywhere. The neighborhood resembles a ghetto from September to June where all manner of “things” are discarded. These include beds, bedding, beer and/or alcoholic beverage bottles by the dozen are thrown into the streets, gutters, lawns, and hung from trees. All manner of household goods are discarded in alarming quantities throughout the neighborhood but specifically on Park Ave, Bellomy, Washington and The Alameda near Safeway. The appearance of Roof Rats, Norway Rats, mice and other rodents has steadily increased in the area as the population of youthful residents has increase and their density exploded.
How would these terrible circumstances be improved by increasing the problem further? Response A-4: The proposed project would be market-rate rental units and it would be speculative to assume who would live there or whether or not the issues described above would occur on this site. Litter is a code issue and the assumed habits of future residents regarding litter are not within the purview of CEQA. The project will be required to comply with all City and regulatory requirements for garage storage and collection.
Comment A-5: #3) Rezone from Neighborhood Commercial to Planned Development – Unless the City of Santa Clara provides for the added traffic and congestion thereof, this new project at 2655 The Alameda will cause harm to the residents of the area. Refer to the comment regarding Lafayette Street. Additionally their does not seem to be the mention of additional lighting, bike lanes, traffic light improvements, alteration in medians, adequate fresh water conveyances or effluent management etc.
3 Response A-5: As discussed in Response A-3, the proposed project would have a less than significant VMT impact. The project was also found to have a less than significant impact on transit facilities, pedestrian facilities, and bicycle facilities. There is no nexus to require improvements to the existing roadway network.
Utilities and Service Systems are analyzed in Section 4.19 of the Initial Study. As discussed on pages 124 – 126 of the Initial Study, there is sufficient potable water and sanitary sewer capacity to support the proposed project. The General Plan Amendment would allow an additional 25 units on the site compared to the existing General Plan designation. As proposed, the project would result in approximately 65 residents on-site. This is a marginal increase on the demand for sewer and water line capacity and would not require the expansion of the existing utility infrastructure.
Comment A-6: Additionally, this tall building does not fit into the rhythm of the existing housing and neighborhood and appears to be more of an eye soar than anything else. It is an ugly building to be frank, and should be build in downtown San José where ugly is an acceptable norm. Out neighborhood needs a building which fits into the beautiful neighborhood that exists today.
Response A-6: The proposed building would be four-stories, which is comparable to the student housing across The Alameda, and smaller than other nearby apartments on Homestead Road and Benton Street. It is compatible with the mixed-use nature of the area which includes high and low density residential, commercial buildings, and Santa Clara University. As discussed on page 13 of the Initial Study, the project is located in a transit priority area. Under Senate Bill (SB) 743, a project’s aesthetic impacts would be less than significant if a project is a residential, mixed-use residential, or employment center project located on an infill site within a transit priority area. Because the proposed project would be located within a half mile of transit and would be classified as urban infill, the proposed project would be consistent with SB 743 and would result in a less than significant aesthetic impact.
2655 THE ALAMEDA
P R O J E C T T E A M
S H E E T I N D E X
A-0.0 COVER SHEETA-0.1 AERIAL MAPA-0.2 NEIGHBORHOOD CONTEXTA-0.3 PERSPECTIVE VIEWA-0.4 PERSPECTIVE VIEWA-1.0 ILLUSTRATIVE SITE PLANA-1.1 DIMENSIONED SITE PLANA-1.2 CIRCULATION PLANA-1.3 SHADOW STUDYA-2.0 BUILDING 1ST FLOOR PLANA-2.1 BUILDING 2ND FLOOR PLANA-2.2 BUILDING TYPICAL FLOOR PLANA-2.3 BUILDING BASEMENT PLANA-2.4 BUILDING TYPICAL UNIT PLANSA-2.5 BUILDING TYPICAL UNIT PLANSA-2.6 BUILDING TYPICAL UNIT PLANA-2.7 BUILDING ROOF PLANA-3.0 BUILDING ELEVATIONSA-3.1 BUILDING ELEVATION KENNETH RODRIGUES & PARTNERS, INC.
445 N. WHISMAN ROAD, SUITE 200
MOUNTAIN VIEW, CA 94043
Phone: 650.965.0700(13)
Contact: Ken Rodrigues
Email: [email protected]
KAPITAL PARTNERS, LLC
1999 S. BASCOM AVENUE, SUITE 250
CAMPBELL, CA 95008
Phone: 408.628.4346
Contact: Anjuli Nanda Habbas
Email: [email protected]
THE GUZZARDO PARTNERSHIP, INC
181 GREENWICH STREET
SAN FRANCISCO, CA 94111
Phone: 415.433.4672
Contact: Gary Laymon
Email: [email protected]
SANDIS
1700 S WINCHESTER BLVD, SUITE 200
CAMPBELL, CA 95008
Phone: 408.373.5222
Contact: Nate Dickinson
Email: [email protected]
PROPERTY ADDRESS
APN
LOT AREAEXISTING ZONINGPROPOSED USES
OCCUPANCY
TYPE OF CONSTRUCTION
BELOW GRADE PARKING ABOVE GRADE HOUSING
SITE AREA
AREA CALCULATION
BUILDING AREA UNITS RESIDENTIAL DENSITY
PROPOSED RETAIL
GROSS AREA FAR
PROPOSED RESIDENTIAL
GROSS AREA FAR
PARKING CALCULATION
TOTAL PARKING PARKING GARAGE HC VAN EV VAN EV MOTORCYCLES SURFACE PARKING HC VAN EV VAN EV MOTORCYCLES RATIO
RETAIL RESIDENTIAL
PROPOSED SITE COVERAGE (1ST FLOOR AREA 14,302 SF)PROPOSED BLDG. HEIGHT
STORIES PROPOSED
2655 THE ALAMEDA
230-12-012
17,942 SF (0.4 ACRES)
CN
COMMERCIAL RESIDENTIAL MIXED USE MERCANTILE AND RESIDENTAIL TYPE I TYPE V
17,942 SF (0.4 AC)
51,934 SF
39 98 UNITS/AC
1,500 SF
0.08 27,484 SF
1.5 38 STALLS
24 STALLS
1 11
4 14 STALLS
11 2
4 3 STALLS (2/1000)
30 STALLS (0.75/UNIT) 80% 55'-6" 4 STORIES
V I C I N I T Y M A P
PROJECT SITE
A 4-STORY RETAIL AND RESIDENTIAL MIXED USE BUILDING TOTALING 51,934 SF WITH SURFACE PARKING AND A BELOW GRADE PARKING GARAGE. THE RESIDENTIAL UNITS CONSIST OF 1AND 2 BEDROOMS WITH RANGING FROM 582 SF TO 1,266 SF. THE EXTERIOR CONSISTS OF EXTERIOR PLASTER, GRID WINDOWS, TRADITIONAL DENTIL CORNICE TRIM AND IRON BALCONIES.
PROJECT INFORMATION
P R O J E C T D E S C R I P T I O N
CIVIL
SANTA CLARA UNIVERSITY
Phone: 650.965.0700(20)
Contact: Yichao Li
Email: [email protected]
DAVID J.POWERS & ASSOCIATES, INC
1871 THE ALAMEDA, SUITE 200,
SAN JOSE, CA 95126
Phone: 408.454.3402
Contact: Shannon George
Email: [email protected]: 408.454.3432
Contact: Patrick Kallas
Email: [email protected]: 415.433.4672
Contact: James Winstead
Email: [email protected]: 408.373.5222
Contact: Nebiyu Taddesse
Email: [email protected]
C-1.0 COVER SHEETC-2.0 TOPOGRAPHIC SURVEYC-3.0 GRADING AND DRAINAGE PLANC-4.0 UTILITY PLANC-4.1 UTILITY PROFILEC-5.0 STORMWATER MANAGEMENT PLANC-5.1 STORMWATER DETAILSC-5.2 STORMWATER DETAILSC-6.0 EROSION CONTROL PLANC-6.1 EROSION CONTROL DETAILSC-6.2 EROSION CONTROL DETAILSC-7.0 FIRE ACCESS PLAN
LANDSCAPE
L-1.0 GROUND FLOOR LAYOUT PLANL-1.1 CORNER PLAZA LAYOUT PLANL-1.2 SECOND FLOOR PODIUM LAYOUT PLANL-1.3 FOURTH FLOOR ROOF LAYOUT PLANL-1.4 LANDSCAPE IMAGERY AND COLOR AND FINISH SCHEDULEL-2.0 GROUND FLOOR PLANTING PLANL-2.1 SECOND FLOOR PODIUM PLANTING PLANL-2.2 FOURTH FLOOR ROOF PLANTING PLANL-3.0 TREE DISPOSITION PLANL-4.0 PLANT PALETTE AND NOTES
ARCHITECTURAL
A-3.2 MATERIALS AND FINISHESA-4.0 BUILDING SECTIONSA-4.1 ENLARGED ELEVATION AND WALL SECTION
PARK AVENUE
HIGHWAY 880
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
AERIAL MAP
THE ALAMEDA
EL CAMINO REAL
PROJECT SITE
BELLOMY STREET
A0.1 0' 250' 500'
SANTA CLARA UNIVERSITY
SANTA CLARA
CALTRAIN STATION
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
1/2 MILE RADIUS
1 2
4 5/6
CONTEXT SITE PLAN A
ALAMEDA HALL (SANTA CLARA UNIVERSITY) 1 GRAHAM HALL (SANTA CLARA UNIVERSITY) 2 KIDS ON CAMPUS (PRESCHOOL) 3 PIZZA MY HEART 4 ROCKO'S ICE CREAM TACOS (5) - ANNIE'S SANDWICHES (6) 5/6SAFEWAY 7 FINN RESIDENCE HALL (SANTA CLARA UNIVERSITY) 8
PROJECT SITE
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
3 NEIGHBORHOOD CONTEXT
A0.2
7 8
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
PERSPECTIVE VIEW
VIEW FROM CORNER
AT THE ALAMEDA
A0.3
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
PERSPECTIVE VIEW
VIEW FROM PARK AVENUE
A0.4
EV
EV
THE ALAMEDA
PARK AVENUE
BELLOMY STREET 4' SETBACK
4' SETBACKRETAIL SHOPS 1,500 SF
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
123
BUILDING FOOTPRINT
54 SETBACK LINE
PROPERTY LINE
6897
101112
DRIVEWAY APRON
13 TRASH ROOM
UTILITY ROOM
OUTDOOR PATIO SEE LANDSCAPE PLANS
LINE OF BUILDING ABOVE
RAMP TO BASEMENT PARKINGBIKE PARKING FOR RETAILPARKING AREAEXISTING SIGNALIZED INTERSECTION
CONCRETE PAD FOR ELECTRICAL TRANSFORMER
14 PRIMARY ENTRY AT GROUND LEVEL15 TRANSITION RAMP16 ROLL UP MESH GATE17 RESIDENTS MAIL BOXES AND PARCEL DROP18 8' ROLL UP DOOR19 TRASH STAGING AREA 2 DIMENSIONED SITE PLAN
A1.1
KEY NOTES
13 12
4 1
7 6
5 7
0' 20' 40'
10 14
4'
4'
283'
250'
138'
215-6"
52'-6"
8 2
(E) 1 STORY
COMMERCIAL
(E) 2 STORY
RESIDENTIAL
(E) 1 STORY
COMMERCIAL
(E) COMMERCIAL
PARKING
(E) SANTA CLARA
UNIVERSITY
14 14
14 11
6'
BIKE ROOM
3 3
15 16
109'-6"
R7'-5"
192'-6"
1E
EXIT TO STREET
LOBBY
2A
ELEC.
1A
EXIT TO STREET
MECHANICAL
14 9 HC VAN
EV VAN
17 12
SITE SUMMARY
EXISTING ZONINGPROPOSED USES
SITE AREA
AREA CALCULATION
BUILDING AREA UNITS RESIDENTIAL DENSITY
PROPOSED RETAIL
GROSS AREA FAR
PROPOSED RESIDENTIAL
GROSS AREA FAR
PARKING CALCULATION
TOTAL PARKING PARKING GARAGE HC VAN EV VAN EV MOTORCYCLES SURFACE PARKING HC VAN EV VAN EV MOTORCYCLES RATIO
RETAIL RESIDENTIAL
PROPOSED SITE COVERAGE(1ST FLOOR AREA 14,302 SF)PROPOSED BLDG. HEIGHT
STORIES PROPOSED
PROPOSED BUILDING SETBACKS
THE ALAMEDA (EAST)
PARK AVENUE (WEST)
ADJACENT SITE (SOUTH)
CN
COMMERCIAL RESIDENTIAL MIXED USE
17,942 SF (0.4 AC)
51,934 SF
39 98 UNITS/AC
1,500 SF
0.08 27,484 SF
1.5 38 STALLS
24 STALLS
1 11
4 14 STALLS
11 2
4 3 STALLS (2/1000)
30 STALLS (0.75/UNIT) 80% 55'-6" 4 STORIES 4' 4' 0'
EV
EV
18 57'-6"
35'
31'-6"
20'-6"
10'-10"
11'-6"
8'-6"
9'
8'
5'
17'
24' DRIVEWAY WIDTH
18'
6'
T
T
R
T
R
t
R
TRASH VEHICLE CIRCULATION AND PICK UP
R40'
25'
TRASH VEHICLE CIRCULATION
LEGEND
10' 8'-6" 8'-6"
9'-6"
11'
19 EV
EV
THE ALAMEDA
PARK AVENUE
BELLOMY STREET
RETAIL SHOPS
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
VEHICULAR AND PEDESTRAIN
CIRCULATION PLAN
A1.2 0' 20' 40'
4'
PEDESTRAIN CIRCULATION
VEHICULAR CIRCULATION
TRASH AND RECYCLING
PICKUP CIRCULATION
LEGEND
BIKE ROOM
EXISTING SIGNALIZED
INTERSECTION
10 1E
EXIT TO STREET
LOBBY
2A
ELEC.
1A
EXIT TO STREET
MECHANICAL
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
SHADOW STUDY
A1.3
SUMMER SOLSTICE 9 AM 1 SUMMER SOLSTICE 12PM 2 SUMMER SOLSTICE 3PM 3WINTER SOLSTICE 9 AM 4 WINTER SOLSTICE 12PM 5 WINTER SOLSTICE 3PM 6 EV EV
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
1ST FLOOR PLAN
A2.0 0' 3/32' 3/16'
KEY NOTES
123
BUILDING FOOTPRINT
54 SETBACK LINE
PROPERTY LINE
6897
101112
DRIVEWAY APRON
13 TRASH ROOM AND TRASH CHUTE
UTILITY ROOM
OUTDOOR COLORED CONCRETE
PATIO SEE LANDSCAPE PLANS
LINE OF BUILDING ABOVE
RAMP TO BASEMENT PARKINGBIKE PARKING FOR RETAILPARKING AREA
EXISTING SIGNALIZED INTERSECTION
14 PRIMARY ENTRY AT GROUND LEVEL
CONCRETE PAD FOR ELECTRICAL TRANSFORMER
15 TRANSITION RAMP16 ROLL UP MESH GATE17 RESIDENTS MAIL BOXES AND PARCEL DROP18 BALCONY19 EV CHARGER20 8' ROLL UP DOOR21 RED CURB LOCATION (PROHIBITED PARKING)22 ALL WEATHER FIRE ACCESS CONCRETE PATH23 ENTRY TO TRASH ROOM24 LANDSCAPE RESIDENTIAL UNIT TABULATION:
1A
1B
1C
1D
1E
1 BEDROOM1 BEDROOM1 BEDROOM1 BEDROOM1 BEDROOM
640
583582554 7
39 1
6 3
6 1 BEDROOM
2 BEDROOM
67%33%
26 13
100% 39
1F 1 BEDROOM 595 3
2A 2 BEDROOM 1
2B 807 3
2C 1,266 3
2 BEDROOM2 BEDROOM
E X I S T I N G S A F E W A Y C E N T E R T H E A L A M E D A
P A R K A V E N U E
1E
EXIT TO STREET
LOBBY
RETAIL SHOPS
1,500 SF
1A
2A
10 2
A-4.0
2 A-4.0
1 A-4.0
1 A-4.0
250'
25' 16'-6"
37'-2" 15'-2"
4'
SETBACK
4' SETBACK
DN
DN UP
UP
DN
14 14
1 14
7 5
8 2
4 14 12 1 7
10 283'
14'-7"
9'
8' 24'
DRIVEWAY WIDTH
17' 5'
62 8'
8'
BIKE
ROOM
6"
6"
26'
29'-8"
25'
3 3
23 14
1516
17 15'-2" 94'-4"
109'-6"
138'
4' 11'-4" 23'-8"
20'-6"
R7'-5"
107'-1"
78'-5" 93'-11" 5'
214'-10"
37'-6" 85'-6"
192'-7"
732
915
11 ELEC.
MECH.
HC
VAN
EV
VAN
14 EV EV
MBMB
57'-6"
20'-6"
10'-10"
11'-6"
35'
20 R43'
19 9'-6" 8'-6"
10' 8'-6" 9' 8'-6" 6' 18'
RETAIL AREA 1,500 SFRESIDENTIAL AREA 2,200 SF
21 21
21 8' 16'-4"
T
T
R R t R
T
TRASH ROOM
8'
1924
11'
TRASH STAGING AREA
AND LOADING AREA
PROVIDE STRIPPING
AND SIGNAGE
2D 807 6 2 BEDROOM
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
2ND FLOOR PLAN
A2.1 0' 3/32' 3/16'
2D
2B
2 A-4.0
2 A-4.0
1 A-4.0
37'-2"
4'
SETBACK
4' SETBACK
DN UP
DN
1 5
10 2
4 2 9 1
2 6"
29' 27'-6" 29'
2D
1F
1E
1D 1E 1D
2C
1C
1B
1B
20'
18 18
250'
283'
15'-2" 94'-4"
109'-6"
138'
1 A-4.0 R7'-5"
88'-3"
104'-4"
192'-7"
73'-6" 141'-4"
214'-10"
26'-5"
24'
26'-5"
32'-8"
24'
8'-6"
6'
30'-10"
25'-8" 32'-8" 32'-8"
23'
15'-2"
6"
52'-2"
7 27'-6"
KEY NOTES
123
BUILDING FOOTPRINT
54 SETBACK LINE
PROPERTY LINE
6897
101112
DRIVEWAY APRON
13 TRASH ROOM AND TRASH CHUTE
UTILITY ROOM
OUTDOOR COLORED CONCRETE
PATIO SEE LANDSCAPE PLANS
LINE OF BUILDING ABOVE
RAMP TO BASEMENT PARKINGBIKE PARKING FOR RETAILPARKING AREA
EXISTING SIGNALIZED INTERSECTION
14 PRIMARY ENTRY AT GROUND LEVEL
CONCRETE PAD FOR ELECTRICAL TRANSFORMER
15 TRANSITION RAMP16 ROLL UP MESH GATE17 RESIDENTS MAIL BOXES AND PARCEL DROP18 BALCONY19 EV CHARGER20 8' ROLL UP DOOR21 RED CURB LOCATION (PROHIBITED PARKING)22 ALL WEATHER FIRE ACCESS CONCRETE PATH23 ENTRY TO TRASH ROOM24 LANDSCAPE 5'
RESIDENTIAL AREA 8,428 SF
RESIDENTIAL UNIT TABULATION:
1A
1B
1C
1D
1E
1 BEDROOM1 BEDROOM1 BEDROOM1 BEDROOM1 BEDROOM
640
583582554 7
39 1
6 3
6 1 BEDROOM
2 BEDROOM
67%33%
26 13
100% 39
1F 1 BEDROOM 595 3
2A 2 BEDROOM 1
2B 807 3
2C 1,266 3
2 BEDROOM2 BEDROOM
732
915
2D 807 6 2 BEDROOM
THESE 3 UNITS AT EACH LEVEL WILL HAVE NO BEDROOMS ALONG THE SOUTH WALL 2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
TYPICAL FLOOR PLAN
A2.2 0' 3/32' 3/16'
2D
2B
2 A-4.0
2 A-4.0
1 A-4.0
37'-2"
4'
SETBACK
4' SETBACK
DN UP
DN
1 5
10 2
4 2 9 1
2 6"
29' 27'-6" 29'
2D
1D 1E 1D
2C
1C
1B
1B
20'
18 250'
283'
15'-2" 94'-4"
109'-6"
138'
1 A-4.0 R7'-5"
88'-3"
104'-4"
192'-7"
73'-6" 141'-4"
214'-10"
26'-5"
26'-5"
32'-8"
8'-6"
6'
30'-10"
25'-8" 32'-8" 32'-8"
23'
15'-2"
6"
52'-2"
7 OPEN
TO
BELOW
1E
1F
27'-6"
18 24'
24'
KEY NOTES
123
BUILDING FOOTPRINT
54 SETBACK LINE
PROPERTY LINE
6897
101112
DRIVEWAY APRON
13 TRASH ROOM AND TRASH CHUTE
UTILITY ROOM
OUTDOOR COLORED CONCRETE
PATIO SEE LANDSCAPE PLANS
LINE OF BUILDING ABOVE
RAMP TO BASEMENT PARKINGBIKE PARKING FOR RETAILPARKING AREA
EXISTING SIGNALIZED INTERSECTION
14 PRIMARY ENTRY AT GROUND LEVEL
CONCRETE PAD FOR ELECTRICAL TRANSFORMER
15 TRANSITION RAMP16 ROLL UP MESH GATE17 RESIDENTS MAIL BOXES AND PARCEL DROP18 BALCONY19 EV CHARGER20 8' ROLL UP DOOR21 RED CURB LOCATION (PROHIBITED PARKING)22 ALL WEATHER FIRE ACCESS CONCRETE PATH23 ENTRY TO TRASH ROOM24 LANDSCAPE RESIDENTIAL AREA 8,428 SF
5'
RESIDENTIAL UNIT TABULATION:
1A
1B
1C
1D
1E
1 BEDROOM1 BEDROOM1 BEDROOM1 BEDROOM1 BEDROOM
640
583582554 7
39 1
6 3
6 1 BEDROOM
2 BEDROOM
67%33%
26 13
100% 39
1F 1 BEDROOM 595 3
2A 2 BEDROOM 1
2B 807 3
2C 1,266 3
2 BEDROOM2 BEDROOM
732
915
2D 807 6 2 BEDROOM
THESE 3 UNITS AT EACH LEVEL WILL HAVE NO BEDROOMS ALONG THE SOUTH WALL EV
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
BASEMENT PLAN
A2.3 0' 3/32' 3/16'
KEY NOTES
123
BUILDING FOOTPRINT
54 SETBACK LINE
PROPERTY LINE
6897
101112
DRIVEWAY APRON
13 TRASH ROOM AND TRASH CHUTE
UTILITY ROOM
OUTDOOR COLORED CONCRETE
PATIO SEE LANDSCAPE PLANS
LINE OF BUILDING ABOVE
RAMP TO BASEMENT PARKINGBIKE PARKING FOR RETAILPARKING AREA
EXISTING SIGNALIZED INTERSECTION
14 PRIMARY ENTRY AT GROUND LEVEL
CONCRETE PAD FOR ELECTRICAL TRANSFORMER
15 TRANSITION RAMP16 ROLL UP MESH GATE17 RESIDENTS MAIL BOXES AND PARCEL DROP18 BALCONY19 EV CHARGER20 8' ROLL UP DOOR21 RED CURB LOCATION (PROHIBITED PARKING)22 ALL WEATHER FIRE ACCESS CONCRETE PATH23 ENTRY TO TRASH ROOM24 LANDSCAPE 2 A-4.0
2 A-4.0
1 A-4.0
187'-8"
22' 15'-4"
4'
SETBACK
4' SETBACK
UP
UP
1 2
4 2 1
2 9
10 8
250'
283'
15'-4" 94'-4"
109'-8"
138'
1 A-4.0
170'-1"
7 17'
5 24' 17'
HC
VANEV VAN
MBMB
MB
MB
EV
12' 5'
26' 17' 24'
10' 8'-6"
RAMP
UP
18'
R38'
R43'
NOTES
RAMP:
10' BLEND @ 10% EITHER END
MAIN RAMP @ 20%
GARAGE AREA 14,597 SF
MBMB
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
TYPICAL UNIT PLANS
A2.4 0' 4' 8'
KEY NOTES
TWO BEDROOM UNIT - 2B: 807 SF 2
1/4"= 1'-0"
ONE BEDROOM UNIT - 1A: 732 SF 1
1/4"= 1'-0"
25'-7"
BEDROOM
11'-0" X 14'-2"
1 30'-8"
11'-10"
30'-8"
13'-9"
KITCHEN/DINING
13'-3" X 14'-1"
LIVING
13'-3" X 12'-7"
W/D
COL.
BATH
7'-2" X 9'-10"
W.I.C
7'-2" X 5'-0"
4 326
5 1
18'-4"
4 25'-0"
25'-0"
11'-0"
1 3
26 1
11'-0" 4'-4"
5 W/D
COAT
BATH
6'-5" X 9'-7"
BEDROOM
10'-0" X 11'-6"
W.I.C
10'-0" X 2'-3"
KITCHEN/DINING
12'-0" X 11'-0"
LIVING
12'-0" X 10'-0"
BEDROOM
10'-0" X 13'-0"
M. BATH
10'-0" X 6'-0"
W.I.C
3'-2" X 4'-4"
123
EXTERIOR STUD WALL
54 EXTERIOR WINDOW SYSTEM
INTERIOR STUD WALL
6 INTERIOR DOOR
UNIT ENTRY DOOR
SHAFT
W.I.C
3'-2" X 4'-4"
EXTERIOR BALCONY
11'-8" X 4'-0"
47 SF
11'-8" 11'-0"
EXTERIOR BALCONY
14'-0" X 5'-0"
70 SF
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
TYPICAL UNIT PLANS
A2.5 0' 4' 8'
KEY NOTES
ONE BEDROOM UNIT - 1C: 583 SF 2
1/4"= 1'-0"
ONE BEDROOM UNIT - 1D: 582 SF 1
1/4"= 1'-0"
25'-0"
BEDROOM
12'-6" X 10'-5"
1 21'-0"
16'-6"
21'-0"
13'-6"
KITCHEN/DINING
16'-2" X 8'-6"
LIVING/DINING
16'-2" X 8'-6"
W/D
BATH
8'-11" X 5'-6"
W.I.C
5'-4" X 3'-5"
4 1
1 15'-3"
1 11'-9"
24'-6"
7'-10"
5 2
1 1
16'-7"
4 BATH
9'-0" X 5'-6"
BEDROOM
12'-0" X 10'-0"
W.I.C
3'-2" X 8'-0"
KITCHEN/DINING
13'-6" X 10'-6"
LIVING
16'-0" X 10'-0"
4'-6" 6"
EXTERIOR BALCONY
16'-0" X 4'-0"
64 SF
5 32
EXTERIOR BALCONY
14'-10" X 4'-0"
59 SF
3 6
123
EXTERIOR STUD WALL
54 EXTERIOR WINDOW SYSTEM
INTERIOR STUD WALL
6 INTERIOR DOOR
UNIT ENTRY DOOR
SHAFT
COL.
W/D
4'-10"
4'-4"
18'-0"
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
TYPICAL UNIT PLAN
A2.6 0' 4' 8'
KEY NOTES
TWO BEDROOM UNIT - 2C: 1266 SF 1
1/4"= 1'-0"
BEDROOM
11'-6" X 10'-0"
4 W/D 11'-10"
BATH
10'-0" X 7'-9"
W.I.C
3'-6" X 7'-0"
1 3
2 KITCHEN
BEDROOM 14'-10" X 11'-6"
12'-0" X 15'-0"
M. BATH
6'-4" X 7'-9"
WC
W.I.C
4'-8" X 7'-9"
EXTERIOR BALCONY
12'-0" X 4'-0"
48 SF
5 123
EXTERIOR STUD WALL
54 EXTERIOR WINDOW SYSTEM
INTERIOR STUD WALL
6 INTERIOR DOOR
UNIT ENTRY DOOR
SHAFT
EXTERIOR
BALCONY
14 SF
20'-3"
4'-4"
1'-10"
54'-3"
LIVING
12'-6" X 12'-6"
12'-6"
38'-7"
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING
ROOF PLAN
A2.7 0' 3/32' 3/16'
KEY NOTES
2 A-4.0
2 A-4.0
1 A-4.0
4'
SETBACK
4' SETBACK
2 1
OPEN
TO
BELOW
FLAT
ROOF
FLAT
ROOF
FLAT
ROOF
123
PARAPET
SETBACK LINE
4 PROPERTY LINE
FLAT ROOF
5 PRECAST CANOPY BELOW6 HVAC UNIT7 PHOTOVOLTAIC PANELS
3 1
4 T.O.ROOF
49'-0"
250'
283'
138'
T.O.ROOF
59'-0"
T.O.PARAPET
60'-6"
1 A-4.0
FLAT
ROOF
FLAT
ROOF
T.O.ROOF
49'-0"
T.O.PARAPET
52'-0"
T.O.PARAPET
55'-0"
34'-2"
91'-7"
107'-6"
199'-1"
79'-10" 141'-6"
221'-4"
18'-2"
1 18'-2" 94'-4"
112'-6"
T.O.ROOF
49'-0"
T.O.PARAPET
55'-0"
T.O.ROOF
49'-0"
T.O.PARAPET
52'-0"
T.O.ROOF
49'-0"
T.O.PARAPET
52'-0"
1 1
5 5 1 2
6 6
7 7
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
MATERIALS AND FINISHES
A3.2
ENLARGED NORTH ELEVATION 1
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
CLADDING: COMPOSITE WOOD
PRODUCT:PRODEMA COLOR: CREAM
CLEAR GLASS - GUARDIAN GLASS - GUARDIAN ULTRACLEAR
LOW-IRON GLASS 8 9
4 5
7 6 6
2 7 7
3 8 9
STUCCO PAINT: BENJAMIN MOORESTORM AF - 700
STUCCO PAINT: BENJAMIN MOORE
CEMENT GRAY 2112-60
STUCCO PAINT: BENJAMIN MOORE
WHITE HERON # OC-57
METAL PANEL, ALUCOBONDCOLOR: #SRI 41, STATUARY BRONZE STEEL AWNING - AWNTECH - "HOUSTONIAN AWNING" - BLACK 8 STUCCO PAINT: BENJAMIN MOORESTEEL WOOL 2121- 20
1 3 STUCCO PAINT: BENJAMIN MOORE
NIGHTINGALE AF - 670
2 1 5
6 4 6 2 6 4 4 2 1 3
7 2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
BUILDING SECTIONS
A4.0
KEY NOTES
BUILDING SECTION 1-1 1
BUILDING SECTION 2-2 2
0' 10' 20'
KEY MAP
PARK AVENUE THE ALAMEDA
1-1
2-2
1ST FLOOR
0'-0"
16'
49'
11'
2ND FLOOR
16'-0"
3RD FLOOR
27'-0"4ST FLOOR
38'-0"T.O.ROOF
49'-0"
T.O.PARAPET
55'-6"
11' 11' 6'-6"
1ST FLOOR
0'-0"
16'
49'
11'
2ND FLOOR
16'-0"
3RD FLOOR
27'-0"
4ST FLOOR
38'-0"
T.O.ROOF
49'-0"
T.O.PARAPET
55'-6"
11' 11' 12'
12'
1ST FLOOR
0'-0"
16'
49'
11'
2ND FLOOR
16'-0"
3RD FLOOR
27'-0"4ST FLOOR
38'-0"T.O.ROOF
49'-0"
T.O.PARAPET
52'-6"
11' 11' 3'-6" 12' 1ST FLOOR 0'-0"
16'
49'
11'
2ND FLOOR
16'-0"
3RD FLOOR
27'-0"
4ST FLOOR
38'-0"
T.O.ROOF
49'-0"
T.O.PARAPET
55'-6"
11' 11' 6'-6" 12'
123
PAINTED STUCCO
54 DENTIL CORNICE ROOFING
6 WINDOW LINTEL
WOOD LATTICE
PRECAST CORNICE
IRON RAILING
5 2 3 4
5 3 4 2
6'-6"
1 6
5 ENLARGED DETAIL 3
7 7 OPENING FOR VISIBLE CONNECTION TO
PARK AVENUE
OPENING FOR ADJACENT PARKING STALLS TO BE
ABLE TO SEE PEDESTRIAN AND CARS
8 1 ENLARGED ELEVATION
1/8"= 1'-0"
2 WALL SECTION
1/8"= 1'-0"
2 A 4.1
16'-0"
RESIDENTIAL
1ST FLOOR
0'-0"
3RD FLOOR
27'-0"
4TH FLOOR
38'-0"
T.O. ROOF
49'-0"
2ND FLOOR
16'-0"
T.O. PARAPET
11'-0" 11'-0" 11'-0" 3'-6"
49'-0"
12'-0"
1ST FLOOR
0'-0"
3RD FLOOR
27'-0"
4TH FLOOR
38'-0"
T.O. ROOF
49'-0"
2ND FLOOR
16'-0"
T.O. PAREPET
52'-6"
971
LEVEL B1
-15'-0"
LEVEL B1PARKING
LEVEL B1
-12'-0"
NOTE: SEE OVERALL ELEVATIONS FOR
FINISHES AND MATERIALS
1 2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.18.23
A4.1 0' 8' 16'
ENLARGED ELEVATION
AND WALL SECTION
N
KEY MAP
PARK AVENUE THE ALAMEDA
KEY NOTES
123
PAINTED STUCCO
54 STAIRWELL TOWER
DENTIL CORNICE
6 WROUGHT IRON BALCONIES
AWNINGS AT RETAIL SHOP
7 CLEAR GLAZING WITH ALUMINUM FRAMES
8 WOOD TRELLIS
9 PRECAST CORNICE
1011
IRON RAILING
PRECAST WINDOW FRAME
WOOD PANEL
12 LIGHTING FIXTURE13 WINDOW LINTEL14 PRECAST CANOPY15 METAL CANOPY16 WOOD TRIM
RESIDENTIALRESIDENTIAL
68 3 WINDOW DETAIL AND BALCONY
3/4"= 1'-0"
1617 VERTICAL POST18 BOTTOM RAIL
3 A4.1
1 19
9 17
8 18
19 TOP RAIL
8'-6" 2'-6"
11'-0"
6 3'-6"
OWNER INFO
2655 THE ALAMEDA
DEVELOPMENT REVIEW
SANTA CLARA, CA
EARTHWORK QUANTITIES
PROJECT DESCRIPTION
KEY MAP
LEGEND EXISTING PROPOSED
ABBREVIATIONS
CIVIL SHEET INDEX
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
0' 10' 20'
ABBREVIATIONS
LEGEND EXISTING PROPOSED
C-1.0
COVER SHEET
SITE
VICINITY MAP
ARCHITECT INFOLANDSCAPE ARCHITECT INFOCIVIL ENGINEER INFO 2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-2.0
TOPOGRAPHIC SURVEY
0'
1 INCH =
4' 10' 20' 40'
20 FT
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
LEGEND
C-3.0
GRADING AND DRAINAGE
PLAN
0'
1 INCH =
4' 10' 20' 40'
20 FT
B
B
A
A
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLC
KENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
LEGEND
STORM DRAIN NOTES
SANITARY SEWER NOTES
WATER SYSTEM NOTES
C-4.0
UTILITY PLAN
0'
1 INCH =
4' 10' 20' 40'
20 FT
GENERAL NOTES
WATER SYSTEM SUMARY TABLE
62 64
6668
70 72
74 7678
80 626466687072747678
80 0+00 0+87
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-4.1
UTILITY PROFILE
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
HYDROMODIFICATION NOTE:SITE TREATMENT AREA NOTE:
STORMWATER MANAGEMENT NOTES:
STORMWATER
MANAGEMENT PLAN LEGEND
C-5.0
STORMWATER
MANAGEMENT PLAN
0'
1 INCH =
4' 10' 20' 40'
20 FT
CITY OF SANTA CLARA C.3 TREATMENT
FACILITIES CONSTRUCTION NOTES
SOURCE CONTROL MEASUREMENTS
LABELS:
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLC
KENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-5.1
STORMWATER DETAILS
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLC
KENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-5.2
STORMWATER DETAILS
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-6.0
EROSION CONTROL PLAN
0'
1 INCH =
4' 10' 20' 40'
20 FT
WATER POLLUTION CONTROL NOTES:
LEGEND
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLC
KENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-6.1
EROSION CONTROL DETAILS
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLC
KENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-6.2
EROSION CONTROL DETAILS
LEGEND
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLC
KENNETH RODRIGUES & PARTNERS, INC.
36.652 07. 2022
C-7.0
FIRE ACCESS PLAN
0'
1 INCH =
4' 10' 20' 40'
20 FT
FIRE NOTES
FIRE FLOW REQUIREMENTS
05.17.23 2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.17.23 THE
GUZZARDOPARTNERSHIPINC.
Landscape Architects Land Planners
San Francisco, CA 94111F 415 433 5003181 Greenwich StreetT 415 433 4672
LANDSCAPE IMAGERY AND
COLOR AND FINISH SCHEDULE
L-1.4
COLOR AND FINISH SCHEDULE
PLAZA BENCH DETAILS PLAZA BENCH DETAILS
PAVER TYPE 3 PAVER TYPE 2 PAVER TYPE 1
BBQ UNIT
BBQ COUNTER
STRIP LIGHT POLE LIGHT
TASK LIGHT STRING LIGHT
PING PONG TABLE
UMBRELLA WORK TABLE
FAMILY STYLE SEATING/TABLE
PLANTER POTS
TREE GRATE
EV EV
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.17.23 THE
GUZZARDOPARTNERSHIPINC.
Landscape Architects Land Planners
San Francisco, CA 94111F 415 433 5003181 Greenwich StreetT 415 433 4672
GROUND FLOOR
PLANTING PLAN
L-2.0
North
0 Scale: 1" = 10'
5 10 20
-
CE
13 CT
34 JP
111
JP
18 CT
10 CA
21 FG
QUE CAN 7 36" BOX
QUE CAN 6 36" BOX
THE ALAMEDA
9 TJ
-
LL
-
LL
25TJ
6 PF
-
LL
LYO FLO 6
36" BOX
-
NC
-
LL
4 PF
3 TJ
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.17.23 THE
GUZZARDOPARTNERSHIPINC.
Landscape Architects Land Planners
San Francisco, CA 94111F 415 433 5003181 Greenwich StreetT 415 433 4672
SECOND FLOOR PODIUM
PLANTING PLAN
L-2.1
North
0 Scale: 1" = 5'
2.5 5 10
3 AA
9 AH
-
LL
9 SM
5 LB
4 LB
5 AH
6 LB
1 AA
3 SM
-
LL
-
LL
3 AH 3
LB
7 SM
-
LL
8 LB
-
LL
4 AH
3 AA
6 SM
3 AB
3 AB
13 CR
-
CR
ACE PAL 3 15 GAL
ACE PAL 2 15 GAL
ACE PAL 4 15 GAL
Planter BNot to Scale
1 AZ 4
EC
-
SR
Planter ANot to Scale
-
SR
-
SM
1 CO
2 EA
AA
A A A
A
A
A
AAAA
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.17.23 THE
GUZZARDOPARTNERSHIPINC.
Landscape Architects Land Planners
San Francisco, CA 94111F 415 433 5003181 Greenwich StreetT 415 433 4672
FOURTH FLOOR ROOF
PLANTING PLAN
L-2.2
North
0 Scale: 1" = 5'
2.5 5 10
Planter BNot to Scale
1 AZ 4
EC
-
SR
Planter ANot to Scale
-
SR
-
SM
1 CO
2 EA
OPEN TO BELOW
A
A
A A
A
A
AA
B
B
B
EV EV
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.17.23 THE
GUZZARDOPARTNERSHIPINC.
Landscape Architects Land Planners
San Francisco, CA 94111F 415 433 5003181 Greenwich StreetT 415 433 4672
TREE DISPOSITION PLAN
L-3.0
North
0 Scale: 1" = 10'
5 10 20
TREE DISPOSITION LEGEND
Existing Tree to be RemovedExisting Tree to Remain
1 Number of Trees On Site
0 Number of Tree to Remain On Site
#00
#00
Tree Disposition and Replacement Summary:
X
26 Number of New Trees Proposed
X 1 Number of Trees to be Removed On Site
THE ALAMEDA See Landscape Plan for Type, Size, and Location Ex. Liquidambar to
be removed
2655 THE ALAMEDA
SANTA CLARA, CALIFORNIA
KAPITAL PARTNERS LLCKENNETH RODRIGUES & PARTNERS, INC.
36.652 05.17.23 THE
GUZZARDOPARTNERSHIPINC.
Landscape Architects Land Planners
San Francisco, CA 94111F 415 433 5003181 Greenwich StreetT 415 433 4672
PLANT PALETTE AND NOTES
L-4.0
PLANT PALETTE
KEY SIZE BOTANICAL NAME COMMON NAME NOTES
TREES * 24" box standard unless notes otherwise.
WUCOLS
SHRUBS AND GRASSES
KEY SIZE BOTANICAL NAME COMMON NAME SPACING WUCOLS
AA 5 gal Agave attenuata Fox Tail Agave 60" o.c. L
LL 5 gal Lomandra longifolia 'Breeze' Dwarf Mat Rush L 36" o.c.
PF 5 gal New Zealand Flax Phormium 'Firebird' 36" o.c. L
GROUNDCOVER
KEY SIZE BOTANICAL NAME COMMON NAME SPACING WUCOLS
SUCCULENTS
KEY SIZE BOTANICAL NAME COMMON NAME SPACING WUCOLS
AB 5 gal Agave 'Blue Flame' Blue Flame agave 30" o.c. L EC 1 gal Echeveria crenulata Echeveria 12" o.c. L
SM 1 gal Senecio mandraliscae Blue Chalk Sticks 30" o.c. LSR 1 gal Senecio rowleyanus String of Pearls 12" o.c. L
BIOTREATMENT PLANTS
KEY SIZE BOTANICAL NAME COMMON NAME SPACING WUCOLS
CT 5 gal Chondropetalum tectorum Cape Rush 48" o.c. L
JP 5 gal Juncus patens 'Elk Blue' California Gray Rush 18" o.c. L CO 5 gal Crassula ovata Jade Plant 60" o.c. L
CE 5 gal Chondropetalum elephantinum Large Cape Rush 60" o.c. L LB 5 gal Lotus berthelotii Parrot's Beak 30" o.c. L
FG 1 gal Festuca glauca 'Elijah Blue' Blue Fescue 12" o.c. L AZ 5 gal Aeonium arboreum Black Rose Aeonium 18" o.c. L AH 5 gal Anigzanthos hybrid 'Harmony' Yellow Kangaroo Paw 30" o.c. L ACE PAL Acer palmatum Japanese Maple M
EA 5 gal Echeveria agavoides 'Lipstick' Lipstick Echiveria 12" o.c. L CR 5 gal Carex testacea New Zealand Hair Sedge 18" o.c. L QUE CAN Quercus canbyi Sierra Oak L
15 Gal36" Box
VINES
KEY SIZE BOTANICAL NAME COMMON NAME SPACING WUCOLS
TJ 15 gal Trachelospermum jasminoides Star Jasmine 24" o.c. L FG 1 gal Festuca glauca 'Elijah Blue' Blue Fescue 12" o.c. L CA 5 gal Callistemon v. 'Little John' Dwarf Bottlebrush 36" o.c. L LYO FLO Lyonothamnus floribundus ssp. aspleniifolius Catalina Ironwood 36" Box L NC 5 gal Nephrolepis cordifolia Southern Sword Fern L 30" o.c.
LANDSCAPE AND IRRIGATION DESIGN NOTES
1. All planting is to be irrigated with an automatic underground irrigation system. The new landscape area is less than 1000 s.f., so will be irrigated off the domestic supply, with appropriate sub-metering, backflow devices, flow sensors, and master valves inaccordance with City landscape water use requirements.
2. All planting areas shall be irrigated with subsurface drip irrigation systems, or with bubblers, to provide high efficiency water application for the project. “Smart” weather sensing irrigation controllers shall be used to provide the maximum efficiency for the irrigation system.
3. All planted areas shall have a 3” layer of recycled wood mulch applied to reduce water use and create a neat weed free environment.
4. All street trees shall be irrigated from the on-site irrigation system.
5. The existing Pistache street tree shall be preserved and protected during construction.
PLANTING NOTES
1. All work shall be performed by persons familiar with planting work and under supervisions of a qualified planting foreman.
2. Plant material locations shown are diagrammatic and may be subject to change in the field by the Landscape Architect before the maintenance period begins.
3. All trees are to be staked as shown in the staking diagrams.
4. All tree stakes shall be cut 6" above tree ties after stakes have been installed to the depth indicated in the staking diagrams. Single stake all conifers per tree staking diagram.
5. Plant locations are to be adjusted in the field as necessary to screen utilities but not to block windows nor impede access. The Landscape Architect reserves the right to make minor adjustments in tree locations after planting at no cost to the Owner. All planting located adjacent to signs shall be field adjusted so as not to interfere with visibility of the signs.
6. The Landscape Architect reserves the right to make substitutions, additions, and deletions in the planting scheme as felt necessary while work is in progress. Such changes are to be accompanied by equitable adjustments in the contract price if/when necessary and subject to the Owner's approval.
7. The contractor is to secure all vines to walls and columns with approved fasteners, allowing for two (2) years growth. Submit sample of fastener to Landscape Architect for review prior to ordering.
8. All planting areas, except lawns and storm water treatment zones (as defined by the civil engineer), shall be top-dressed with a 3" layer of recycled wood mulch, "Colored Wood Chip" by Vision Recycling (510.429.1300; www.visionrecycling.com) or approved equal. Planter pots shall be top-dressed with "Colored Lumber Fines" mulch by Vision Recycling. Mulch shall be Brown in color. Submit sample to Landscape Architect for review prior to ordering. Hold all mulch six (6) inches from all plants where mulch is applied over the rootball.
9. All street trees to be installed in accordance with the standards and specifications of the City of Santa Clara. Contractor to contact the city arborist to confirm plant type, plant size (at installation), installation detailing and locations prior to proceeding with installation of street trees. Contractor is to obtain street tree planting permit from the city, if a permit is required, prior to installation of street trees. Contractor isto consult with the Landscape Architect during this process.
10. Plants shall be installed to anticipate settlement. See Tree and Shrub Planting Details.11. All trees noted with 'deep root' and those planted within 5'-0" of concrete paving, curbs, and walls shall have deep root barriers installed per manufacturer's specifications. See specifications and details formaterials, depth of material, and location of installation.
12. The Landscape Contractor shall arrange with a nursery to secure plant material noted on the drawings and have those plants available for review by the Owner and Landscape Architect within thirty (30) daysof award of contract. The Contractor shall purchase the material and have it segregated and grown for the job upon approval of the plant material. The deposit necessary for such contract growing is to be born by the Contractor.
13. The project has been designed to make efficient use of water through the use of drought tolerant plant materials. Deep rooting shall be encouraged by deep watering plant material as a part of normal landscape maintenance. The irrigation for all planting shall be limited to the amount required to maintain adequate plant health and growth. Water usage should be decreased as plants mature and become established. The irrigation controllers shall be adjusted as necessary to reflect changes in weather and plant requirements.
14. The Landscape Contractor shall verify the location of underground utilities and bring any conflicts with plant material locations to the attention of the Landscape Architect for a decision before proceeding with the work. Any utilities shown on the Landscape drawings are for reference and coordination purposes only. See Civil Drawings.
15. The design intent of the planting plan is to establish an immediate and attractive mature landscape appearance. Future plant growth will necessitate trimming, shaping and, in some cases, removal of trees and shrubs as an on-going maintenance procedure.
16. Install all plants per plan locations and per patterns shown on the plans. Install all shrubs to ensure that anticipated, maintained plant size is at least 2'-0" from the face of building(s) unless shown otherwise on the plans. Refer to Plant Spacing Diagram for plant masses indicated in a diagrammatic manner on the plans. Refer to Plant Spacing Diagram for spacing of formal hedge rows.
17. Contractor to provide one (1) Reference Planting Area for review by Landscape Architect prior to installation of the project planting. The Reference Planting Area shall consist of a representative portion of the site of not less than 900 (nine hundred) square feet. Contractor to set out plants, in containers, in the locations and patterns shown on the plans, for field review by the Landscape Architect. The Reference Planting Area will be used as a guide for the remaining plant installation.
18. The Maintenance Period(s) shall be for 60 (sixty) days. Portions of the installed landscape of a project may be placed on a maintenance period prior to the completion of the project at the Owner's request and with the Owner's concurrence.
19. Contractor to verify drainage of all tree planting pits. See Planting Specifications. Install drainage well per specifications and Tree Planting Detail(s) if the tree planting pit does not drain at a rate to meet the specifications.
20. Contractor shall remove all plant and bar code labels from all installed plants and landscape materials prior to arranging a site visit by the Landscape Architect.
21. VersiCell drainage board or approved equal is to be installed in all on-structure planters and all pre-cast planters/pots as shown in the drawings. Material available through: TourneSol SiteWorks, Union City, CA 800.542.2282. Allow at least 4 weeks lead time for ordering product. All VersiCell board shall be completed covered with filter fabric as shown in the drawings and per manufacturer's specifications.
22. All tree rootballs shall be irrigated by water jet during the sixty (60) day maintenance period established by specifications. This irrigation shall occur each time normal irrigation is scheduled.
23. The Landscape Contractor shall, as a part of this bid, provide for a planting allowance for the amount of $5,000.000 (Five Thousand Dollars) to be used for supplying and installing additional plant material asdirected by the Landscape Architect and approved by the Owner in writing. The unused portion of thealllowance shall be returned to the Owner at the beginning of the maintenance period.