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' N � <br /> I <br /> W E <br /> s ROAD <br /> 0, SCALE 30 F A fgaAGN014 <br /> i <br /> MW-�-P GWE <br /> ' 130 74' <br /> GWE_-50 96' <br /> ' MW-i-P <br /> SsAo <br /> 104 ST gRs°icwow <br /> i <br /> A_ 104 66' <br /> LEGEND 9'p/,o <br /> O I <br /> p = PARK GROUNDWATER s'Q <br /> MONITORING WELL 9 <br /> GWE=GROUNDWATER ELEVATION X90 <br /> HYDRAULIC GRADIENT IS APPROXIMATELY MW-2-P <br /> 007 OR 7 FEET/t00FEET <br /> 'NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> DEPTH TO GROUNDWATER WELL ELEVATIONS <br /> GROUNDWATER <br /> SEPTEMBER 29,1992 WELL LID NORTH SIDE SOUTH SIDE CASING <br /> MW-1-P = 78.41 MW-1-P 26 00' 2.5.88' 26 00' 25 45' <br /> MW-2-P = 76 33 MW-2-P 26 30' 26 28' 26.29' 25 6V <br /> ' MW-3-P = 7511 MW-3-P 25 64' 25 ST 25 65' 25 05' <br /> ' RELATIONSHIP BETWEEN WELLS <br /> AND DETERMINATION OF <br /> GROUNDWATER FLOW DIRECTION <br /> SEPTEMBER 29,1992 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT#5007-J1 <br /> ' 5001 A-3 <br /> Folark <br /> ' <br /> `""� <br /> FIGURE 3 ""'"'"", <br />