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J ♦ - r� <br /> RADIUS <br /> MW-5 <br /> MW-11FORMER UST LOCATION <1 <br /> Ba <br /> <1 <br /> C T <br /> 01 <br /> %00 1 4 <br /> 2.00 <br /> P-1 <i <br /> _ •B5 33 <1 <br /> MW-7 CPT-2 VW-3 , � �0 300) <10 <br /> ,70j�HS 12,000) MW-12 <br /> P-2�CPT-1 <br /> <1 <br /> 5 <br /> �< <br /> DB2 <br /> <1 <br /> MW-10 <br /> BUILDING <br /> MW-4 <br /> LEGEND <br /> • SOIL BORING LOCATION <br /> MW-4+ MONITORING WELL LOCATION (40'-80' BSG) <br /> MW-1+ DUAL COMPLETED VAPOR AND <br /> vw-1 MONITORING WELL LOCATION (35'--55' HSG) <br /> MW-8+ DEEP SCREENED (90'-95' BSG) <br /> MONITORING WELL LOCATION <br /> DIATE 5S-70' HSG) <br /> MW-9/10/11/12+ MONITORING WELL LOCAT (ION <br /> p-1• CONFIRMATION SOIL BORING LOCATION <br /> 200 TPH-g CONCENTRATION IN CONFIRMATION BORING <br /> 3,000 TPR-d CONCENTRATION IN CONFIRMATION BORING <br /> (200) TPH-g CONCENTRATION PRIOR TO REMEDIATION <br /> (3,000) TPH-d CONCENTRATION PRIOR TO REMEDIATION <br /> TPH CONCENTRATIONS IN MILT GRAMS PER KILOGRAM (mg/kg) <br /> < LABORATORY REPORTING LIMIT ` <br /> • HIGHEST CONCENTRATIONS USED IF RESULTS EXIST FOR Ir <br /> BOTH 10 AND 15 FEET bsg. N <br /> O EXTENT OF REMAINING ADSORBED TPH <br /> SCALE <br /> 0 20 40 <br /> Note: Base map provided by Mid Cost Engineers, September 2003 FEET <br /> LATERAL EXTENT OF ADSORBED TPH: 10-15 FEET bsg Jdvan ced <br /> Aelifam <br /> FORMER FISCO WAREHOUSE ® GeoEnviron , Inc. <br /> J9t XJud6errn murlde lw <br /> 1648 SHAW ROAD PROJECT NO.AGE-NC-97-0349 FILE: FISCO-10' FIGURE: <br /> STOCKTON, CALIFORNIA DATE: 07 MAY 2009 1 DRAWN BY: nM 5 <br />