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FIGURE 3 <br /> <-w -w- <br /> MARKET STREET —G 31 G <br /> FORMER TANK PIT <br /> AND PRODUCT LINES---, <br /> - - w <br /> I 0 MW ASPHALT <br /> PARKING APRON B sC <br /> 1 II :ND <br /> CONCRETE <br /> � I PARKING APRON <br /> I 83 , <br /> ND <br /> NDi20 <br /> I l'I MW 3 v <br /> LLEGE—N° <br /> I ; Ili W <br /> N W STORM DRAIN <br /> ' SD <br /> N <br /> 4 V) ■ SANITARY SEWER <br /> S. <br /> —G— NATURAL GAS LINE <br /> N <br /> I Z <br /> r--SD--.l STORM DRAIN LINE <br /> 3 , w y WATER MAIN UNE <br /> B-3 0 SOIL BORING <br /> y <br /> CHEVRON (JANUARY,1993) <br /> I <br /> aP STATION I B-1• SOIL BORING <br /> (SEPTEMBER,1991) <br /> l <br /> MW-1(a MONITORING WELL <br /> Lu (SEPTEMBER,1991) <br /> Lu WCMN9 CMCWWTPDN Iwl4 <br /> l NDT0AA+E r4Wftgly <br /> No I V WnW&-ai6 0U*CEHTMTXX(wl4 <br /> 1lrlF+E oa'olw uT"004 <br /> a , <br /> Lu <br /> o ANALYTICAL RESULTS <br /> u GROUNDWATER SAMPLING <br /> WASHINGTON STREET TUNE 8,1995 <br /> APPRO)C MATE SCALE GREYHOUND TERMINAL <br /> 40FT 0 40F' 121 SOUTH CENTER STREET <br /> STOCKTON, CALIFORNIA <br /> SY356 05 ENGINES=INC SCIENCE <br />