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1 <br /> ' N <br /> 'W E <br /> BOND <br /> s 'NG.�pN , <br /> 0' SCALE 30' <br /> , <br /> MW-3-P GWE=.50 Ofi' <br /> 130 74' <br /> GWE_•50 9fi <br /> MW-1-P <br /> S6'4o <br /> G <br /> R <br /> 104 57 F�pAEC�rFR <br /> 4t <br /> 104 66' <br /> LEGEND '9,9YA <br /> PARK GROUNDWATER 91, <br /> MONITORING WELL l <br /> GWE=GROUNDWATER ELEVATION O"9Q <br /> MW-2-P <br /> HYDRAULIC GRADIENT IS APPROXIMATELY GWE=-50 68' <br /> ' 007 OR 7 FEET1100FEET <br /> 'NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> ' DEPTH TO GROUNDWATER WELL ELEVATIONS <br /> GROUNDWATER WELL LID NORTH SIDE SOUTH SIDE CASING <br /> SEPTEMBER 29,1992 <br /> MW-1-P = 76 41 MW-1-P 26 00' 25 96' 26 00` 25 45' <br /> MW-2-P = 76 33 MW-2-P 26 30' 26 26' 2629 2566 <br /> MW-3-P = 7511 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 SEPTEMBER 29,1992 <br /> ' USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT NO 5007-J1 <br /> 9*7al-3 �YjPark,,,.FIGURE 3ironm.ntM <br />