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i ' N <br /> iw E <br /> ' s <br /> a SCALE o M11G-�pN <br /> MW 3-P GWE_-50 06' <br /> ' 130 74' <br /> GWE=-5096' <br /> M W-1-P <br /> c <br /> 104 57' F�pyyUNpk <br /> °fRFc T�p <br /> �N <br /> ' 1046 <br /> LEGEND 9Rz <br /> 9 PARK GROUNDWATER `s'9 <br /> MONITORING WELL A <br /> GWE=GROUNDWATER ELEVATION O90 <br /> HYDRAULIC GRADIENT IS APPROXIMATELY mW_2 P <br /> 007 OR 7 FEET/100FEET <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 = 76 41 MW-1-P 26 00' 25 96' 2600' 25 45' <br /> MW-2-P = 76 33 MW-2-P 26 30' 26 28' 28129' 25 65' <br /> ' MW-3-P = 75 11 MW-3-P 25 64' 25 63' 25 65' 25 05' <br /> t RELATIONSHIP BETWEEN WELLS <br /> AND DETERMINATION OF GROUNDWATER FLOW DIRECTION <br /> GROUNDWATER FLOW DIRECTION SEPTEMBER 29,1992 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT NO 5007-J1 <br /> so07-it 3 � 1 <br /> Yy'Park y <br /> ' FIGURE 3 En:Iranmental ri <br />