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' N <br /> W E <br /> s R�A� <br /> 0' SCALE 30' ARM��yG,TON <br /> 1 <br /> MW-3-P GWE=X915' <br /> ' 130 74' <br /> GWE_-49 59' <br /> ' MW-1-P <br /> 10457' N75oe <br /> APPROXYMATE <br /> GROUNDWATER <br /> FLOW DIRECTION <br /> ' 104 66' <br /> n <br /> LEGEND 7/A <br /> p PARK GROUNDWATER s'9 <br /> MONITORING WELL ,9 <br /> GWE=GROUNDWATER ELEVATION °'9Q <br /> `HYDRAULIC GRADIENT IS APPROXIMATELY Mw 2-P <br /> 0 0036 OR 0 36 FEET/1 OOFEET JGWE=49 24' <br /> ' 'NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> ' DEPTH TO GROUNDWATER WELL ELEVATIONS <br /> GROUNDWATER <br /> SEPTEMBER 15,1993 WELL LID NORTH SIDE SOUTH SIDE CASING <br /> ' MW-1-P = 75 04 MW 1-P 2600' 25 98' 26 00' 25.45' <br /> MW-2-P - 74 89 <br /> MW-3-P = 74 20 MW-2-P 28.30' 26 28' 28.29' 256S <br /> ' MW-3-P 25 64' 2567 256S 25 05' <br /> ' RELATIONSHIP BETWEEN WELLS <br /> AND DETERMINATION OF <br /> GROUNDWATER FLOW DIRECTION <br /> SEPTEMBER 15,1993 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT#5007-J1 A <br /> 5007,11 3 SPT <br /> /Park <br /> ' FIGURE 6 invirann�ental � <br />