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'f <br /> ARCO AM/PM I <br /> SERVICE STATION <br /> 1 <br /> PRIVATE ROAD <br /> F <br /> 0 30 60 <br /> i <br /> i Z SCALE IN FEET <br /> IFS <br /> MW-3 <br /> W <br /> 12. SERVICE $ GROUNDWATER MONITORING WELL <br /> MW-4 (-12.47) �1� m (-12.44) GROUNDWATER ELEVATION IN <br /> (- 44) � <br /> STATION z i Q FEET ABOVE MEAN SEA LEVEL <br /> r BUILDING g = e -12.50--- GROUNDWATER ELEVATION <br /> i n CONTOUR IN FEET ABOVE <br /> L J / � N� (CONTOUR INTERVAL-0.10 FOOT) <br /> / 3 / (MW-7 4) CALCULATED GROUNDWATER <br /> UNDERGROUND o 0.002 GRADIENT DIRECTION AND <br /> DISPENSER °j MAGNITUDE IN FOOT PER FOOT <br /> USED OIL TANK WWI ISLANDS <br /> 5 ISLANDS <br /> Ld <br /> 4 O MW-2 <br /> y (-12.53) W 6 <br /> 2 1 ) / co <br /> S � �ry <br /> I `O <br /> MW-1 'UNDERGROUND <br /> (-12.58) FUEL TANKS ,�rL <br /> 1 <br /> P I�NT�R <br /> DRIVEWAY <br /> EwAY ! <br /> pRtiV / <br /> TRANSFORMER : I i <br /> / FIGURE 2 <br /> POTENTIOMETRIC GROUNDWATER <br /> / ELEVATION CONTOUR MAP <br /> MARCH 3, 1995 <br /> BP OIL SERVICE STATION NO. 11193 R <br /> 3202 WEST HAMMER LANE <br /> MW-6 STOCKTON, CALIFORNIA <br /> (-12.78) PROJECT NO. 10-136 " <br /> O <br /> { I <br /> n ALIS'TO ENGINEERING GROUP <br /> I /�\ WALNUT CREEK, CALIFORNIA <br />