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FIGURE 2 <br /> i� <br /> s-w -w- <br /> �r <br /> MARKET STREET 5—G G � <br /> FORMER TANK PIT <br /> AND PRODUCT LINES::��. - <br /> ` w <br /> _ 0 MW-1 ASPHALT _ <br /> PARKING APRON B-6o - <br />'� � T CONCRETE � <br /> PARKING APRON �'� l <br /> c I B-3 <br /> -1 O �- I <br /> B-1r � <br /> I ISD <br /> l - 50 6 MW-2 / <br /> N , <br /> { ®MW-3 / G� <br /> I W LEGEND <br /> STORM DRAIN <br /> a SANITARY SEWER <br /> 01 a B-40 � F_ G-4 NATURAL GAS LINE <br /> o <br /> W f--SD--f STORM DRAIN LINE <br /> A-I Q _w ___sWATER MAIN LINE <br /> SOIL BORING <br /> y�4= B <br /> CHEVRON -3 (JANUARY, 1993) <br /> I <br /> � 4 � STATION I B-1 o SOIL BORING <br /> (SEPTEMBER, 1991) <br /> G <br /> ELL <br /> 1 j MW-1® MONITORING(SEPTEMBER,`1991) <br /> Lu <br /> N tf 1 <br /> J k <br /> W ' <br /> 0 <br /> WASHINGTON STREET <br /> APPROXIMATE SCALE SITE PLAN <br /> GREYHOUND TERMINAL <br />' 44 FT 0 40 FT <br /> 121 SOUTH CENTER STREET <br /> STOCKTON, CALIFORNIA <br /> ' - SY356 05 ENGINEERING-SCIENCE <br />