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INSTALL 2019 TANK TOP UPGRADE
Environmental Health - Public
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EHD Program Facility Records by Street Name
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FREMONT
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2494
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2300 - Underground Storage Tank Program
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PR0231104
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INSTALL 2019 TANK TOP UPGRADE
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Last modified
9/22/2021 10:12:36 AM
Creation date
3/4/2019 4:21:53 PM
Metadata
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Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2019 TANK TOP UPGRADE
RECORD_ID
PR0231104
PE
2351
FACILITY_ID
FA0003863
FACILITY_NAME
SOHAL #3
STREET_NUMBER
2494
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15328008
CURRENT_STATUS
01
SITE_LOCATION
2494 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\kblackwell
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EHD - Public
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TABLE G-2 Page 1 of 1 <br /> ESTIMATED BENZENE MASS IN SOIL <br /> SHELL-BRANDED SERVICE STATION <br /> 2494 EAST FREMONT STREET, <br /> STOCKTON,CALIFORNIA <br /> Impacted Soil Impacted Soil Impacted Soil Soil Volume Representative Benzene Estimated Soil Total Impacted Total Residual Total Residual <br /> Thickness Interval Area Concentration Bulk Density Soil Mass Benzene Mass in Soil Benzene Volume in Soil <br /> (ft) (ft) (sq-ft) (cu-ft) (mg/kg) (lb/cu-ft) (lb) (lb) (gallons) <br /> 5.0 5-10 23 115 0.55 89.9 10,339 0.006 0.0008 <br /> 5.0 5-10 16 80 5.10 89.9 7,192 0.037 0.0050 <br /> 12.0 >30-42 10 120 0.55 89.9 10,788 0.006 0.0008 <br /> 12.0 >30-42 7 84 1.60 89.9 7,552 0.012 0.0016 <br /> Total Estimated Residual Benzene: 0.060 0.0082 <br /> Notes: <br /> Soil Volume=Impacted soil thickness x impacted soil area[excludes soil volume of greater impact] <br /> Total Impacted Soil Mass=Soil Volume(cu-ft)x Bulk Density(lb/cu-ft) <br /> Residual Benzene Mass=Impacted soil mass(lb)x Concentration(mg/kg)/1,000,000(mg/kg) <br /> Benzene Mass to Benzene Volume=Mass Benzene(lbs)/ 7.33(lb/gal) <br /> Bulk(Dry <br /> Abbreviations: Soil Type: Density(lb/cu ft): <br /> ft=feet Sand 94.8 <br /> cu-ft=cubic feet Sandy loam 89.9 <br /> kg=kilograms Loam 84.9 <br /> mg/kg=milligrams per kilogram Silt loam 79.9 <br /> sq-ft=square feet Clay loam 79.9 <br /> lb=pounds Clay 74.9 <br /> Peat 25.0 <br /> Derived from:Hydrology for Engineers;Linsley,Kohler&Paulhus,1982,McGraw-Hill,Inc.pg.179. <br /> CRA 240797(18) <br />
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