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ARCHIVED REPORTS_XR0012608
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545229
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ARCHIVED REPORTS_XR0012608
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Last modified
1/24/2020 11:51:05 AM
Creation date
1/24/2020 11:21:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012608
RECORD_ID
PR0545229
PE
3526
FACILITY_ID
FA0003903
FACILITY_NAME
TOSCO CORPORATION #31258
STREET_NUMBER
4707
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10816004
CURRENT_STATUS
02
SITE_LOCATION
4707 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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July 8, 1988 AGS Job No. 38032-2 <br /> UNOCAL Service Station No. 6981, Stockton, California <br /> of known public utilities at or adjacent to the site are depicted <br /> on Plate P-3. There are no septic tanks in the area known to <br /> Applied GeoSystems. <br /> PROPOSED WORK <br /> The following tasks are proposed to evaluate the degree and <br /> lateral extent of hydrocarbon contamination onsite: <br /> a Perform a soil vapor survey of the site and surrounding <br /> area. <br /> F .. o Excavate two soil borings in locations near the boundaries <br /> of contamination based on the results of the soil vapor <br /> survey and one soil boring near the suspected source of <br /> contamination. The borings will be drilled to 20 feet below <br /> the ground--water surface, or approximately 50 feet below the <br /> ground surface and will be used for the installation of <br /> c} monitoring wells. <br /> a Collect and classify relatively undisturbed soil samples at <br /> 5-foot intervals in the soil borings. <br /> o Construct three ground-water monitoring wells in the <br /> borings. The wells will be constructed using 2-inch inner <br /> diameter, polyvinyl chloride (PVC) casing. <br /> E <br /> Q Develop the wells and collect ground-water samples. <br /> o Analyze selected soil and ground-water samples for <br /> hydrocarbon product constituents in a laboratory certified <br /> by the State of California. <br /> r o Evaluate the local ground-water gradient by surveying the <br /> top of each well casing, measuring static ground-water <br /> depths in the wells, and calculating the relative elevation <br /> -of-the-ground-water-surf ace.,;i:;n-each-well. <br /> 7 <br /> A0,01led COOSYSMInS - <br />
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