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' FIGURE 2 <br /> MARKET STREET 5G G - ; <br /> r <br /> ORMER TANK PIT <br /> U AND PRODUCT LINES <br /> -- - - ; W - - � <br /> AgR 0 MW-9 ASPHALT B-6 I <br /> T a� PARKIN APRON I <br /> PARKING APRON <br /> a SB-i SB-3 <br /> �'�•� I R NCRETE PAVING I I <br /> 2 <br /> yo b N <br /> ` 4 J / LEGEND <br /> �z SB-7 8-2 B-5 S�5 f�Qy/ gv,�Q��C <br /> 41- j <br /> N D,ts 3 / O G] STORM DRAIN <br /> a <br /> y MW gg.q G ; SANITARY SEWER <br /> W NATURAL GAS LINE <br /> SD I B'F+,FZ��is m SDSTORM DRAIN LINE <br /> 0 soy ► <br /> W_ __4 WATER MAIN LINE <br /> ' W SB-1 ® SOIL BORING <br /> 0 <br /> SB-6 B-4 I� (AUGUST, 1994) <br /> W B-3 0 SOIL BORING <br /> (JANUARY, 1993) <br /> B-1 • SOIL BORING <br /> C' <br /> (SEPTEMBER, 1991) <br /> Q GJ� MW-1 0 MONITORING WELL <br /> CHEVRON I (SEPTEMBER, 1991) <br /> Q 4 <br /> STATION- <br /> Lu <br /> TATION_W ( <br /> � I I <br /> NLu <br /> I <br /> W <br /> 0 <br /> U <br /> WASHINGTON STREET <br /> SITE PLAN <br /> I APPROXIMATE SCALE I GREYHOUND TERMINAL <br /> 40 FT 0 40FT 121 SOUTH CENTER STREET <br /> STOCKTON, CALIFORNIA <br />' 725386 08969 <br /> ENGINEERING-SCIENGE <br />