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ARCHIVED REPORTS_XR0006819
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545003
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ARCHIVED REPORTS_XR0006819
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Last modified
11/27/2019 11:48:20 AM
Creation date
11/27/2019 11:09:18 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006819
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Ground water samples collected from Wells MW-1 and MW-2 were ND for TPPH, BTEX, and <br /> MTBE Ground water samples collected from Wells MW-3 through MW-7 contained TPPH <br /> concentrations ranging from 1,300 to 31,000 parts per billion (ppb) and benzene concentrations <br /> ranging from 9 1 to 1,900 ppb Oxygenates were ND in ground water samples collected from Wells <br /> MW-3 and MW-5 through MW-7 MTBE and DIPS were detected in ground water samples collected <br /> from Well MW-4 at concentrations of 57 and 21 ppb, respectively DIPE was also detected in <br /> MW-1 at a concentration of 6 1 ppb <br /> Soil Stockpile Chemical Analytical Data: Soils generated during drilling were stockpiled on site <br /> Soil samples were collected and analyzed for constituents necessary to classify soils for disposal and <br /> meet landfill acceptance criteria The analyses included TPPH, BTEX, and total threshold limit <br /> concentration (TTLC) lead The laboratory analytical report is presented in Appendix C <br /> Based on the analytical data, the soils were classified as non-hazardous and disposed of by Manley and <br /> Sons Trucking, Inc , of Sacramento, California at Forward, Inc 's, Manteca, California landfill <br /> CONCLUSIONS <br /> Four soil borings (SB-1 through SB-4) and four ground water monitoring wells (MW-4 through <br /> MW-7) were installed in the vicinity of the subject site Lithology encountered in unsaturated soils <br /> consisted predominantly of very stiff to hard silts and clays and dense to very dense silty sands, <br /> clayey sands, and sands (SP) Lithology encountered in saturated soils consisted of dense to very <br /> dense silty sands, clayey sands, and sands and hard clays to the total explored depth of 71 5 fbg <br /> Ground water stabilized in the monitoring wells at depths ranging from 40 66 to 42 28 fbg Ground <br /> water elevation data indicate there is currently a narrow hydraulic ridge oriented north-south between <br /> Wells MW-2 and MW-3 Ground water flows westerly and southeasterly away from the ridge at an <br /> approximate hydraulic gradient of 0 01 toward the west and 0 009 toward the southeast <br /> Analytical results for soil samples indicate petroleum hydrocarbons do not extend vertically beneath <br /> depths of approximately 6 5 fbg in the vicinity of SB-1 (northeast of the southern product islands), <br /> 11 5 fbg in the vicinity of SB-3 (north of the northern product islands), and 26 5 fbg in the vicinity <br /> of SB-2 (north ,pf the southwestern product dispenser) Soil samples collected from SB-4 south of <br /> the northeastern product dispenser) contained TPPH concentrations ranging from ND to 1,200 ppm <br /> and extended vertically to ground_water Below ground water, the highest TPPH concentration was <br /> detected at a depth of approximately 56 5 fbg and decreased to ND at a depth of 66 5 fbg <br /> Soil sampling data for the newly installed wells (MW-4 through MW-7) did not identify TPPH in <br /> • unsaturated soils, thus suggesting a secondary source of petroleum hydrocarbons does not exist in <br /> these locations TPPH was detected at a depth of approximately 55 fbg at concentrations ranging <br /> from 3 3 to 92 ppm Benzene was detected in these samples at concentrations ranging from 0 37 to <br /> 374 5 <br />
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