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ARCHIVED REPORTS XR0009024
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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V
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VICTOR
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880
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2900 - Site Mitigation Program
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PR0503634
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ARCHIVED REPORTS XR0009024
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Last modified
5/7/2019 5:02:56 PM
Creation date
5/7/2019 4:48:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009024
RECORD_ID
PR0503634
PE
2950
FACILITY_ID
FA0005914
FACILITY_NAME
VICTOR ROAD SHELL
STREET_NUMBER
880
STREET_NAME
VICTOR
STREET_TYPE
RD
City
LODI
Zip
95240
APN
04905032
CURRENT_STATUS
02
SITE_LOCATION
880 VICTOR RD
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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WELL COIONTRATIONS <br /> Former Shell Service Station <br /> 880 Victor Road <br /> Lodi, CA <br /> MTBE MTBE Depth to GW <br /> Well ID Date TPPH B T E X 8020 8260 TOC Water Elevation <br /> (ug/L (ug/L (ug/L. (ug/L (ug/L (u/L (ug/L MSL ft MSL <br /> P-1 109/16120021 NA I NA NA NA NA NA NA 1 5422 5139 283 <br /> P-1 09119/2002 <20,000 <200 <200 <200 <200 NA 120,000 1 54 22 .5143 2 79 <br /> P-2 09116/20021 NA I NA I NA I NA I NA NA I NA 1 5451 1 5180 1 271 <br /> P-2 09/19/2002 1 <5,000 <50 <50 <50 <50 NA 23,000 1 5451 5187 264 <br /> Abbreviations <br /> TPPM=Total petroleum hydrocarbons as gasoline by EPA Method 8260B,prior to November 20, 2000, analyzed by EPA Method 8015 <br /> BTEX=Benzene,toluene, ethylbenzene,xylenes by EPA Method 8260B, prior to November 20,2000, analyzed by EPA Method 8020 <br /> MTBE= Methyl4ertiary-butyl ether <br /> TOC=Top of Casing Elevation <br /> GW=Groundwater <br /> ug/L=Parts per billion <br /> MSL= Mean sea level <br /> ft=Feet <br /> <n=Below detection limit <br /> NA= Not applicable <br /> Notes <br /> a=This sample was analyzed outside of EPA recommended hold time <br /> Site surveyed on November 20, 1999,by Virgil Chavez Land Surveying of California <br /> Site surveyed on January 4,2002,by Virgil Chavez Land Surveying of California <br /> Site surveyed on September 20,2002, by Virgil Chavez Land Surveying of California <br /> Page 3 <br />
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