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ARCHIVED REPORTS_XR0002403
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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GRANT LINE
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3500 - Local Oversight Program
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PR0545202
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ARCHIVED REPORTS_XR0002403
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Entry Properties
Last modified
1/27/2020 11:12:56 AM
Creation date
1/27/2020 10:10:01 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002403
RECORD_ID
PR0545202
PE
3528
FACILITY_ID
FA0003124
FACILITY_NAME
7-ELEVEN INC. STORE #20304
STREET_NUMBER
455
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
455 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Soil Excavation and Second Quarter Post-Treatment Monitoring and Sampling Report 4 <br /> • The Southland Corporation,Store#20304,455 Grant Line Road,Tracy,CA June 9,1998 <br /> The excavation limits were determined based on soil and groundwater analytical data from previous site <br /> investigations The purpose of the excavation was to remove a majority the sod containing the highest <br /> residual hydrocarbon concentration beneath the site Soils encountered in the two excavations consisted of <br /> sandy silty clay to a depth of 3 feet BGS,followed by sandy silt to 7 feet BGS and silty clay(western side of <br /> excavation near store building)and fine sand (eastern side of excavation near store budding and beneath <br /> for dispenser island)to a depth of 9 feet BGS Static groundwater level was approximately 4 5 feet BGS in <br /> the two excavations <br /> 3 1 Soil Sample Collection <br /> A total of 13 soil samples were collected from the floor and sidewalls of the two excavations at depths <br /> ranging from 2 feet to 9 feet BGS (Figure 2) The samples were collected under the direction and <br /> observation of Mr Harlin Knoll of the SJCPHS The samples were collected in 2-inch-diameter by 6-inch- <br /> long brass tubes directly into the soil brought up by the backhoe The sample tubes were sealed with <br /> Teflon film, plastic caps and tape, labeled, and placed on ice in an insulated cooler The samples were <br /> transported under chain-of-custody(COC)to state-certified West Laboratory in Davis, California for <br /> analysis Samples were analyzed for benzene,toluene, ethyl-benzene and xylenes(BTEX), methyl tert- <br /> butyl-ether(MTBE), and TPH-G by Environmental Protection Agency(EPA) methods 8020/8015 In <br /> addition,the sample containing the highest hydrocarbon concentration by EPA methods 8020/8015 was <br /> analyzed for tert-butanol (TBA),MTBE,diisopropyl ether(DIPE), ethyl-tert-butyl ether(ETBE), and tert- <br /> amylmethyl ether(TAME) by EPA method 8260 <br /> 3 2 Soil Analytical Results <br /> Table 1 summarizes the analytical results of the soil samples collected during the recent excavation, along <br /> with historical sod analytical results from previous site investigabons The highest benzene and TPH-G <br /> concentrations were detected in sample E-24, collected at a depth of 6 feet BGS from the southern <br /> sidewall in the excavation northeast of the former tank pit,at 71 mg/kg and 1,700 mg/kg, respectively <br /> MTBE was not detected in any of the 13 samples collected TBA, MTBE, DIPE, ETRE, and TAME were not <br /> detected in the one sample (E-2-6) analyzed by EPA 8260 A copy of the analytical report and COC is <br /> included in Appendix D <br /> 3.3 Backfill and Compaction <br /> The two excavations were backfilled with pea gravel and paved with asphalt The pea gravel was <br /> compacted in each excavation to approximately 6 inches BGS Compaction tests were not performed on <br /> the backfill material <br /> FLUOR DANIEL GTI <br /> 20304exrpt �5_ <br />
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