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N <br /> W E <br /> s ROPE <br /> 0' SCALE 30, ARM��G�O <br /> F <br /> MW-3-P GWE=-50 44' <br /> ' 130 74' <br /> GWE_-50 99' <br /> MW-1-P <br /> ' 0� <br /> 10457 �h <br /> APPROXIMATE <br /> GROUNDWATER <br /> FLOW DIRECTION <br /> 104 ss' <br /> LEGEND 9/A <br /> 0 <br /> = PARK GROUNDWATER cS',,9 <br /> MONITORING WELL ,c� <br /> GWE=GROUNDWATER ELEVATION O90 <br /> 'HYDRAULIC GRADIENT IS APPROXIMATELY MW-2-P <br /> 018 OR 18 FEET1100FEET GWE -50 28' <br /> ' NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> DEPTH TO GROUNDWATER WELL ELEVATIONS <br /> GROUNDWATER <br /> JANUARY 25,1993 WELL LID NORTH SIDE SOUTH SIDE CASING <br /> ' MW-1-P = 76 44 Mw-i-P 2600, 25 96' 26 00' 25 45' <br /> MW-2-P = 75 93 MW-2-P 26 30' 26 28' 26 29' 25 65' <br /> MW-3-P = 75 49 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 JANUARY 25,1993 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT NO 5007-J1 <br /> W07J1 WAN A <br /> Park <br /> FIGURE 4 Env tronmental Y1� <br />