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ARCHIVED REPORTS_XR0009729
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3500 - Local Oversight Program
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PR0545680
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ARCHIVED REPORTS_XR0009729
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Last modified
5/20/2020 2:54:39 PM
Creation date
5/20/2020 2:33:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009729
RECORD_ID
PR0545680
PE
3528
FACILITY_ID
FA0005535
FACILITY_NAME
THIEMANS SERVICE
STREET_NUMBER
106
STREET_NAME
SECOND
STREET_TYPE
ST
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
106 SECOND ST
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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LSauers
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EHD - Public
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OCT 1 11993 <br /> 1 0 EXECUTIVE SUMMARY <br /> • ENVIRONMENTAL HEALTH <br /> In March, 1991 three underground fuel storage tanks were Pj%_VWVfff1b the <br /> Thiemann's Service site located at 106 West Second Street in the City of Ripon, <br /> California Laboratory analyses revealed soil beneath the former tank cluster was <br /> impacted with petroleum hydrocarbons, with the highest concentrations detected in the <br /> eastern portion of the tank cluster As a result, the San Joaquin County Environmental <br /> Health Department requested a site characterization on the basis of these findings <br /> In July, 1993 AquaGeosciences, Inc. performed a Site Characterization to assess the <br /> extent of impacted soils The study consisted of advancing and sampling eight soil <br /> borings, and completing three soil bonngs as groundwater monitoring wells Two <br /> bonngs were advanced beneath the former gasoline tank cluster where the highest <br /> levels of petroleum hydrocarbons were found during the tank removal The remaining <br /> six bonngs were advanced at the purposed margins of the impacted area to assess <br /> the lateral limits of hydrocarbon migration from the former tank cluster Laboratory <br /> analyses of selected soil samples from the soil borings indicated the soil in the vicinity <br /> of the eastern porton of the tank cluster is impacted with elevated concentrations of <br /> petroleum hydrocarbons The hydrocarbon constituents range in concentration <br /> between 440 to 4700 mg/kg for TPHg to a depth of 30 feet below the surface grade <br /> Drilling encountered groundwater at a depth of approximately 29 feet below surface <br /> grade <br /> • Concentrations of petroleum constituents were non-detect to 510 mg/kg TPHg in soil <br /> samples collected from the peripheral soil borings The highest concentrations in the <br /> peripheral bonngs were detected in soil boring TH-3 Laboratory analyses of the <br /> selected soil samples collected from the remaining borings resulted in concentrations <br /> of TPHg ranging between non-detect to 4 5 mg/kg Soil samples from soil borings TH- <br /> 2, TH-4b, and TH-6b all indicated non-detectable concentrations, for all hydrocarbon <br /> constituents analyzed, with the exception of 0 007 mg/kg toluene in TH-6b at 30 feet <br /> (bsg) <br /> An interpretation of these data collected in this assessment study characterize the site <br /> as impacted with hydrocarbon fuels, centered in the vicinity of the eastern portion of <br /> the former tank cluster In the vadose or unsaturated zone, the impacted soil extends <br /> laterally with a radius of approximately 22 feet at a depth of 25 feet below surface <br /> grade At a depth of 29 feet, the hydrocarbon plume intercepts groundwater and <br /> spreads laterally in the water saturated soil to a radius of approximately 35 feet <br /> Laboratory analysis of groundwater samples collected from the monitoring wells <br /> indicate groundwater is impacted with hydrocarbons in the vicinity of the northwest <br /> and northeast limits of the property No petroleum constituents were detected to the <br /> southwest Analytical results indicated concentrations of total petroleum hydrocarbons <br /> as gasoline reaching a maximum of 210,000 ug/I in monitoring well MW-3, located in <br /> the vicinity of the northeast corner of the site The groundwater gradient flows to the <br /> 2of17 <br />
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