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FIGURE 3 <br /> MARKET STREET G <br /> FORMER TANK PIT, I I <br /> AND PRODUCT LINES <br /> w <br /> MW , ASPHALT B 6 <br /> :ND <br /> PARKING APRON p CONCRETE <br /> OND PARKING APRON <br /> ND <br /> ND <br /> ND / O,NG <br /> "6-2/ ND <br /> I <br /> Mc �p <br /> BMW 3 <br /> I N <br /> LEGEND <br /> W <br /> SO <br /> I � e STORM DRAIN <br /> E SANITARY SEWER <br /> NATURAL GAS LINE <br /> I q I U r—SP— STORM DRAIN LINE <br /> I ! 4 <br /> w — WATER MAIN 1JHE <br /> 8 3 0 <br /> SOIL BORING <br /> CHEVRON I (JANUARY,1993) <br /> r 4 STATION I B-1• SOIL BORING <br /> (SEPTEMBER 1991) <br /> LLtL I MW-10 MONITORING WELL <br /> Lu <br /> r <br /> i (SEPTEMBER 1991) <br /> Wi I <br /> BENE C0NCENTR4T,CN 49/4 <br /> I I NC TOLUENE CONCENTRATON(W/U <br /> U) I NO EnOIRWENE 0DNCEKTRATIDN(,Qjy <br /> XYLENE C=NCENRUTIDN ftN <br /> Q NO TPND DDNDENMTDV(mgN <br /> W <br /> i <br /> o ANALYTICAL RESULTS <br /> U <br /> WASHINGTON STREET GROUNDWATER SAMPLING <br /> APPROXIMATE SCALE September 7 1995 <br /> 40FT 0 40=7 GREYHOUND TERMINAL <br /> 121 SOUTH CENTER STREET <br /> STOCKTON,CALIFORNIA <br /> SY356 05 <br /> En'31NE==iNC SLI=NGE <br />