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FIGURE 2 <br /> MARKET STREET I G <br /> FORMER TANK PIT <br /> AND PRODUCT LINES <br /> MW-1 \ ASPHALT w <br /> 18 19 0 PARKING APRON B s <br /> coxcREre TT" <br /> I I PARKING APRON <br /> ud II } <br /> 5-3 / I <br /> _ r O <br /> I SO �5 <br /> IE I p MW-2 <br /> 1831 <br /> I -2 <br /> N 8-50 i �Q <br /> I % <br /> MW-3 GP <br /> 1847 <br /> I � w LEGEND <br /> r� 1 <br /> SO m a STORM DRAIN <br /> sa ■ SANITARY SEWER <br /> i <br /> 8 40 i <br /> i I N � NATURAL GAS LINE <br /> I 2 <br /> v Q U SD— STORM DRAIN LINE <br /> 3 !� 2T4�� r W , WATER MAIN LINE <br /> ?` <br /> B-30 SOIL BORING <br /> Py40 CHEVRONI (JANUARY,1993) <br /> Q STATION B-1• SOIL BORING <br /> G (SEPTEMBER,1991) <br /> W —` MW-10 MONITORING WELL <br /> UJ I (SEPTEMBER,1991) <br /> � I I <br /> rn I <br /> a _ <br /> U <br /> W <br /> C) GROUNDWATER ELEVATIONS <br /> APPROXIMATE SCALE WASHINGTON STREET March 5, 1996 <br /> 40FT a 40FT GREYHOUND TERMINAL <br /> 121 SOUTH CENTER STREET <br /> STOCKTON, CALIFORNIA <br /> SY3!505 - C'NEE2INGSCIENCE <br />