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N <br /> ' W E <br /> s ROply <br /> SCALE 30' M�NGTON <br /> o' F p,R <br /> ' MW-3-P <br /> GWE_-50 945' <br /> ' 130 74' WE_-5134' <br /> MW-1-P <br /> I <br /> 104 5T <br /> 1 � <br /> 104 66' <br /> LEGEND 9R�� <br /> os <br /> 9 <br /> p PARK GROUNDWATER c� <br /> MONITORING WELL 190 <br /> GWE=GROUNDWATER ELEVATION '9Q <br /> MW-2-P <br /> 'HYDRAULIC GRADIENT IS APPROXIMATELY <br /> 0033 OR 33 FEET1100FEET <br /> i <br /> DEPTH TO qj GROUNDWATER WELL ELEVATIONS <br /> GROUNDWATER )��~ <br /> WELL LID NORTH SIDE SOUTH SIDE CASING <br /> MW-1-P = 76 79, � MW-1-P 26 00' 25.96' 26 00' 25 45' <br /> ' MW-2-P = 76 53^SZ).g9 MW-2-P 26 30' 26 28' 26 29' 25 65' <br /> MW-3-P = 75 995 50, E MW-3-P 2564' 25 63' 25 65' 25 05' <br /> RELATIONSHIP BETWEEN WELLS <br /> AND DETERMINATION OF <br /> ' GROUNDWATER FLOW DIRECTION <br /> OCTOBER 23,1992 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT# 1125-J1 yj,1z&J,� FIGURE 5 EnrironIng <br />