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N <br /> W E i <br /> s R�P4 <br /> SCALE <br /> 0, 30, FAR�IINGT�N <br /> MW-3-P[G--W-E--=---50-0-6] <br /> 130 74' <br /> GWE_�096' <br /> MW-1-P <br /> q�,"SsAo <br /> 104 5T <br /> c' v <br /> 104 ss• <br /> n <br /> LEGEND <br /> Q <br /> p = PARK GROUNDWATER s'9 <br /> MONITORING WELL <br /> GWE=GROUNDWATER ELEVATION O96 <br /> •HYDRAULIC GRADIENT IS APPROXIMATELY MW-Z-p <br /> 007 OR 7 FEET1100FEET GWE -50 68' <br /> NOTE DEPTH TO GROUNDWATER MEASUREMENTS <br /> WERE MADE PRIOR TO ANY WELL DEVELOPMENT <br /> DEPTH TOJ�-� GROUNDWATER WELL ELEVATIONS <br /> GROUNDWATER <br /> SEPTEMBER 29,1992 T__��- WELL LID NORTH SIDE SOUTH SIDE CASING <br /> MW-1-P = 76 41 _.. MW-1-P 2600' 2596' 26 00' 25 45' <br /> MW-2-P = 76 33 — LJ� j g MW-2-P 26 30' 26 28' 26 29' 25 65' <br /> IMW-3-P = 7511 -'�� MW-3-P 2564' 2563' 25 65' 2505, <br /> RELATIONSHIP BETWEEN WELLS <br /> AND DETERMINATION OF <br /> GROUNDWATER FLOW DIRECTION <br /> SEPTEMBER 29,1992 <br /> USA STATION NO 110 <br /> 2132 EAST MARIPOSA ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT# 1125-J1 / <br /> 1125-Jl 3 /Park <br /> , g <br /> FIGURES Environ mental <br /> s <br /> a......._.. <br />