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FIGURE 2 <br /> f <br /> w w-- -� N <br /> MARKET STREET G G ---� <br /> FORMER TANK PIT <br /> AND PRODUCT LINES <br /> — — <br /> w }¢ <br /> 8 MW-1 ASPHALT <br /> zg 92 PARKING APRON B-fiO <br /> T TCONCRETE <br /> PA <br /> RKING APRON <br /> 1 0 <br /> -------- - <br /> Z__,Jr <br /> --- ----=- ® SDS <br /> -- <br /> 4 MW-2 I <br /> f-29 0 3- <br /> l ' <br /> B-s® <br /> e cn 9 MW-3 <br /> LEGEND <br /> Lu <br /> k / ® STORM DRAIN <br /> SD / i N <br /> o SANITARY SEWER <br /> c� B-4 G—s NATURAL GAS LINE <br /> a <br /> Lu SD---f STORM DRAIN LINE <br /> II �Q �A, F _W __.j WATER MAIN LINE <br /> _0 SOIL BORING <br /> B_3 <br /> CHEVRON J� (JANUARY, 1993) <br /> STATION I �� B-1 ° <br /> SOIL BORING <br /> {SEPTEMBER, 1990 <br /> F_ - + MW-1 ® MONITORING WELL <br /> W c� i (SEPTEMBER, 1991) <br /> W r <br /> Q I <br /> N I <br /> a <br /> W <br /> k <br /> u GROUNDWATER ELEVATIONS <br /> WASHINGTON STREET 'AUGUST 30, 1994 <br /> APPROXIMATE SCALE U - <br /> 40 FT 0 40FT GREYHOUND TERMINAL <br /> 121 SOUTH CENTER STREET <br /> } STOCKTON, CALIFORNIA <br /> SY356 05 ENGINEERING-SCIENCE <br />