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J � <br /> LENGTH <br /> OF WEDGE <br /> -41, <br /> �}Mw-11 FORMER UST LOCATION <br /> iu <br /> 8 <br /> 41 <1 <br /> CPT-3 <br /> 4; <br /> -i <br /> flp)B4 <br /> 1 •Pi0o 1 MW-S <br /> _ $5 7,8QQ ``� <br /> MW--7 CPT-2 • VW-3 1 ,800) 3 <br /> <i <S <br /> 1 00) • MW-12 <br /> CPT <br /> A_ P-2 ` <br /> 2r <5 TI <br /> •H <br /> <11 BASE OF WEDGE <br /> MW-10 <br /> BUILDING <br /> HW-4 <br /> LEGEND <br /> MW_4; SOIL BORING LOCATION <br /> MONITORING WELL LOCATION (40'-60' HSG) <br /> MW-1+ DUAL COMPLETED VAPOR AND <br /> YW-I MONITORING WELL LOCATION (36'-66' BSG) <br /> MW-B+ DEEP SCREENED (90'-95' BSG) <br /> MONITORING WELL LOCATION <br /> MW-9/I0/11/12 M WIG DIJ5—70' BSG) <br /> p-1. CONFIRMATION SOIL BORING LOCATION <br /> 3,000 TPH-d CONCENTRATION IN CONFIRMATION BORING <br /> (3,000) TPH-d CONCENTRATION PRIOR TO REMEDIATION <br /> TPH-d CONCENTRATIONS IN MIILIGRAMS PER KILOGRAM (mg/kg) 1 <br /> < LABORATORY REPORTING LIMIT Ti <br /> OEXTENT OF REMAINING ADSORBED TPH-d > 3,000 mg/kg N <br /> SCALE <br /> 0 20 40 <br /> FEET <br /> Note: Base map provided by Mid Cost Engineers, September 2003 <br /> LATERAL EXTENT OF ADSORBED TPH—d: 25 FEET bsg 14dvanced <br /> GeoEnaironmental, Inc. <br /> FORMgER FISCO WAREHOUSE ar.vorr°e� `�`m'" <br /> 1 648 SHAW ROAD PROJECT NO.AGE-NC-97-0343 FILE: FISCO-26' FIGURE' <br /> STOCKTON, CALIFORNIA DATE: a7 MAY 2009 1 DRAWN BY: LSM 7 <br />