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1 <br /> N <br /> W E <br /> s FLOND <br /> O' SCALE FAR�IING'TON <br /> i <br /> MW-3-P GWE_-47 02' <br /> ' 130 74' <br /> GWE_-47 63' <br /> ' MW-1-P <br /> 104 57' <br /> ' APPROXIMATE <br /> GROUNDWATER <br /> FLOW DIRECTION <br /> 104 66' <br /> LEGEND <br /> O <br /> o PARK GROUNDWATER tS;9 <br /> MONITORING WELL 9 <br /> GWE=GROUNDWATER ELEVATION O90 <br /> ' <br /> 'HYDRAULIC GRADIENT IS APPROXIMATELY MW-2-P <br /> 0 0036 OR 0 36 FEET/IOOFEET GWE='46 96• <br /> ' NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> ' GROUNDWATER WELL ELEVA'T'IONS <br /> DEPTH TO <br /> GROUNDWATER WELL LID NORTH SIDE SOUTH SIDE CASING <br /> ' MW-1-P = 73 08 MW-1-P 26 00' 25 96' 26 00' 25 45' <br /> MW-2-P = 72 61 <br /> MW-3-P = 72.07 MW-2-P 26 30' 26 28' 26 29' 25 65' <br /> ' MW-3-P 25 64' 25 63' 25 65' 25 05' <br /> RELATIONSHIP BETWEEN WELLS <br /> AND DETERMINATION OF GROUNDWATER FLOW DIRECTION <br /> ' GROUNDWATER FLOW DIRECTION MARCH 7, 1994 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT NO 5007-J3 <br />` 5007J1-03 <br /> I / <br /> ' <br /> YPar-k <br /> FIGURE 8 Enol rgnme_nt»I <br />