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I <br /> ' N <br /> I W £ <br /> s RGA <br /> 0 SCALE 30 ARA`�G-�Oj'�1 <br /> I <br /> MW-3-P GWE- 50 06' <br /> 130 74' <br /> GWE--5096' <br /> ' MW-1 P <br /> S610 <br /> G <br /> ' 104 57' `<oo <br /> a�RFCp�ER <br /> �Y <br /> 1046 <br /> LEGEND <br /> PARK GROUNDWATER '9 <br /> MONITORING WELL ,p <br /> GWE=GROUNDWATER ELEVATION O'9O <br /> HYDRAULIC GRADIENT IS APPROXIMATELY MW-2-P <br /> ' 007 OR 7 FEET/100FEET <br /> 'NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> ' WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> DEPTH TO GROUNDWATER WELL ELEVATIONS <br /> ' GROUNDWATER <br /> SEPTEMBER 29, 1992 WELL LID NORTH SIDE SOUTH SIDE CASING <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 28' 26 29' 25 65 <br /> MW-3-P = 75 11 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 /> 5007,11 3 <br /> ' A <br /> 'arc y, <br /> ' FIGURE 8 env ironmrntai yW <br />