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1 <br /> 1 <br /> N <br /> ' W E <br /> s ROAD <br /> 0 SCALE 30 FPRNIING�ON <br /> I <br /> ' MW-3-P GWE 48 06' <br /> ' 130 74' <br /> GWE -0$51' <br /> MW-1-P <br /> I <br /> io4 5r <br /> ' APPROXIMATE <br /> GROUNDWATER <br /> FLOW DIRECTION <br /> ' 104 66' <br /> LEGEND /p <br /> p = PARKGROUNDWATER <br /> 09'9 <br /> MONITORING WELL 1910 <br /> GWE=GROUNDWATER ELEVATION 'q <br /> 'HYDRAULIC GRADIENT IS APPROXIMATELY MW-2-P <br /> 0 0041 ORO 4 FEET/1 OOFE ET IGWE=-47 95' <br /> ' NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> DEPTH TO GROUNDWATER WELL ELEVATIONS <br /> GROUNDWATER <br /> ,TUNE 30,1993 WELL LID NORTH SIDE SOUTH SIDE CASING <br /> ' MW-1-P = 73 96 MW-1-P 26 00' 25 96' 26100' 25 45' <br /> MW-2-P = 73 60 <br /> MW-3-P = 73 11 MW-2-P 26 30' 26 28' 2612W 25 65' <br /> ' MW-3-P 25 64' 25 63' 25165' 25 05' <br /> ' RELATIONSHIP BETWEEN WELLS <br /> AND DETERMINATION OF GROUNDWATER FLOW DIRECTION <br /> GROUNDWATER FLOW DIRECTION JUNE 30,1993 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT NO 5007-J1 <br /> 5067-J13 JUNE <br /> n <br /> i <br /> / 'ark <br /> FIGURE 5 En,`'o""'en:Y.' <br />