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ARCO AM/PM <br /> SERVICE STATION <br /> N <br /> PRIVATE ROAD <br /> W 0 30 60 <br /> Z <br /> SCALE IN FEET <br /> Ld LEGEND <br /> SERVICE <br /> STATION Q $ GROUNDWATER MONITORING WELL <br /> BUILDING = (-12.36) GROUNDWATER ELEVATION IN <br /> MW-4 C MW.41 w FEET ABOVE MEAN SEA LEVEL <br /> ( ( ) g w <br /> -12.40 GROUNDWATER ELEVATION <br /> F <br /> I ��2�O � COE,NTOUR I NEVELT ABOVE <br /> L J / DISPENSER (CONTOUR INTERVAL-0.10 FOOT) <br /> ISLANDS � MW-7 <br /> / (-12.64) CALCULATED GROUNDWATER <br /> USED OtL <br /> R TANK 0.002 GRADIENT DIRECTION AND <br /> UNDERGROUND ' <br /> / MAGNITUDE IN FOOT PER FOOT <br /> - -� MW-2 0 <br /> y -12.48) IZ 5 j <br /> FUEL UNDERGROUND 1TANKS-N 01-00 (NW 2) <br /> n <br /> MW-1 <br /> s <br /> PLANTER / W <br /> DRIVEWAYlool <br /> r <br /> DRIVEWAY <br /> TRANSFORMER / I <br /> / FIGURE 2 <br /> �OTENTIOMETRIC GROUNDWATER <br /> KIEVATION CONTOUR MAP <br /> f OVEMBER 2, 1995 <br /> P OIL SERVICE STATION NO. 11193 <br /> 202 WEST HAMMER LANE <br /> MW-6 STOCKTON, CALIFORNIA <br /> (-12.68} PROJECT NO. 10-136 <br /> N <br /> ^�ALISTO ENGINEERING GROUP <br /> WALNUT CREEK, CALIFORNIA d <br /> c <br /> 1 <br />