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1 N <br /> W E <br /> s RO Ad <br /> 0, SCALE 30 <br /> , ARNIINGTON 1 <br /> 1 <br /> 1 MW-3-P <br /> GWE=-4702' <br /> ' 130 74' <br /> GWE_47 63' <br /> MW-1-P <br /> 1 <br /> 104 57' <br /> ' APPAOXYMATE <br /> GROUNDWATER <br /> FLOW DIRECTION <br /> ' 104 66' <br /> 2f <br /> LEGEND <br /> O <br /> � PARK GROUNDWATER s'9 <br /> MONITORING WELL <br /> GWE=GROUNDWATER ELEVATION O90 <br /> `HYDRAULIC GRADIENT IS APPROXIMATELY Mw-2-P <br /> 0 0036 CR 0 36 FEET/100FEET <br /> ' -NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> ' GROUNDWATER WELL ELEVATIONS <br /> DEPTH TO <br /> GROUNDWATER WELL LID NCRTH SIOE SOUTH SIDE CASING <br /> ' MW-1-P - 73 09 MW-1-P 26 00' 2596, 26.DT 25 45' <br /> MW-2-P = 72 61 <br /> MW-3-P - 72 07 MW-2-P 26 30' 26 26' 2629, 25 65' <br /> ' MW-3-P 25 64' 2S631 25 6S 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 /> sao:,�a.ar i <br /> n <br /> YPark ,,j <br /> Env It an in nttl <br /> ' FIGURE 3 .........--- <br />