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FIELD DOCUMENTS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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GRANT LINE
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502
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2900 - Site Mitigation Program
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PR0528085
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Last modified
1/22/2020 3:33:50 PM
Creation date
1/22/2020 3:25:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0528085
PE
2959
FACILITY_ID
FA0019016
FACILITY_NAME
PG&E TRACY SERVICE CENTER
STREET_NUMBER
502
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25027008
CURRENT_STATUS
01
SITE_LOCATION
502 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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• <br /> Table 1 <br /> Sampling Locations, Depths, and Analyses <br /> Borina Grid Sample Number Maximum Sampling Depths 2 <br /> Location Media of Depth (ft) <br /> A0I1-1 A-1 Soil 2 3 1' and 3' <br /> A011-2 B-1 Soil 2 3 1' and 3' <br /> A0I1-3 B-1 Soil 2 3 1' and 3' <br /> A011-4 B1/C1 Soil 2 3 1' and 3' <br /> A0II-5 131 Soil 2 3 1' and 3' <br /> A012-1 D2 Soil 2 3 1' and 3' <br /> A012-2 E2 Soil 2 3 1' and 3' <br /> A012-3 D2 Soil 2 3 1' and 3' <br /> A012-4 E2 Soil 2 3 1' and 3' <br /> A013-1 E3 Soil 5 15 1', 3', 5', 10' and 15' <br /> A013-2 E3 Soil 5 15 1', 3', 5', 10' and 15' <br /> A013-3 E3 Soil 5 15 1', 3', 5', 10' and 15' <br /> A014-1 A3 Soil 5 15 1', 3', 5', 10' and 15' <br /> A014-2 A3 Soil 5 15 19, 3', 5', 10' and 15' <br /> A014-3 A3 Soil 5 15 1', 3', 5', 10' and 15' <br /> A015-1 E2 Soil 2 3 1' and 3' <br /> A015-2 E2 Soil 2 3 1' and 3' <br /> A015-3 E2 Soil 2 3 1' and 3' <br /> A016-1 A2 Soil 2 3 1' and 3' <br /> A016-2 A3 Soil 2 3 1' and 3' <br /> GEO-1 A3 Soil 3 25 Lithology Dependant <br /> GEO-2 E3 Soil 3 25 Lithology Dependant <br /> NA=Not applicable <br /> ' Soil sampling will be conducted using hand augers and hollow stem auger drilling technologies. Hand auger samples will be plat <br /> jars. <br /> Additional samples will be selected at intervals where visual signs of lampblack or other contamination are observed. <br /> 2 Geotechnical samples will be collected from each unique lithologic unit and analyzed for geotechnical parameters in proposal. <br /> PARSONS Page 1 of 1 <br /> 9 <br /> Jtt� :7,0ff <br />
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