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ARCHIVED REPORTS XR0006589
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0505513
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ARCHIVED REPORTS XR0006589
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Last modified
6/21/2019 4:13:52 PM
Creation date
6/21/2019 9:04:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006589
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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• Subsurface Investigation Report,Tosco(Former BP) Service StationNo 11192 <br /> June 8,2001 <br /> 1,2-dichloroethane (1,2 DCA) tert-amyl methyl ether (TAME) and ethylene dibromide (EDB) by <br /> EPA method 8260 Composite soil sample Comp-1(A,B), from the soil stockpile, was analyzed for <br /> TPHg (EPA method 8015), BTEX and MTBE (EPA method 8020) and total lead (EPA method <br /> 6010) Copies of the laboratory analytical reports and chain-of-custody records are included in <br /> Appendix C <br /> 4.0 RESULTS <br /> 4.1 Subsurface Conditions <br /> Groundwater was encountered during probing at approximately 15 5 to 16 5 feet bgs Soils <br /> encountered during this investigation consisted primarily of an overlying layer of clay existing from <br /> approximately 6 inches below grade to depths ranging form 3 feet to 11 bgs The clay is underlain <br /> by silty sand containing a high percent of fine sand in most of the Geoprobes boring locations this <br /> layer was observed to the total explored depth In Geoprobes B-3 and B-4, a layer of well graded <br /> sand was encounter beneath the silty sand and it extend to the total explored depth <br /> The results of the CPT boring confirm the subsurface conditions observed at the geoprobe locations <br /> The silty sand observed at the geoprobe locations was also observed at the CPT boring location from <br /> . approximately 13 feet bgs to approximately 27 feet bgs From 27 to approximately 55 feet bgs a <br /> layer of clay was encountered This clayey layer was interpreted, by the onboard computer, to have <br /> several smaller interbedded layers of silty clay At approximately 55 feet bgs the CPT detected a <br /> layer of sandy silt to clayey which continued to the total explored depth of 57 feet bgs At 57 feet <br /> bgs the CPT rig could not advance the probe any deeper and the test was terminated While <br /> advancing the groundwater sampling tool, the CPT operator, Mr David Fisch, felt a change in <br /> lithology at 68 bgs which he interpreted being sand According to Mr Fisch, the sand interval <br /> extended to the total depth explored (75 feet bgs) <br /> 4.2 Soil Analytical Results <br /> All soil samples analyzed were found to have no detectable concentrations for all hydrocarbon <br /> constituents analyzed The stockpile sample, Comp-l(A,B), contained a concentration of lead that <br /> was acceptable for disposal at Allied Waste's Forward Landfill The analytical results from the soil <br /> samples are summarized in Table 2 <br /> 4.3 Groundwater Analytical Results <br /> Groundwater samples B-5, B-6 and B-8 had non-detectable concentrations for all hydrocarbon <br /> constituents analyzed Sample B-1 contained ethyl-benzene [0 815 parts per billion (ppb)] total <br /> xylenes (3 26 ppb) MTBE (90 ppb) and DIPE (2 8 ppb) Sample B-2 contained 15 ppb of MTBE <br /> and non-detectable concentrations for all other chemical constituents tested Samples B-3 and B-7 <br /> 14024503-1 <br /> 5 <br />
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