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1 <br /> A{W-9y(-26.92) —26.9` T(—Mw—to <br /> 26.83) <br /> BERT —26,8 <br /> BUILDING WAREHOUSE <br /> —26.7'00000 <br /> BUILDING SHED <br /> SOIL TREATMENT 000 —26.6' <br /> CELL FORMER <br /> t0000l. MW-2EXCAVATION <br /> Mw—B 1MW-1 (-2650)+ <br /> (-26 60) <br /> OS-2 08(226 50) 1 <br /> RAMP (-26 56)i-t-EW-1 <br /> 1 <br /> (-26.58) ' <br /> *OB-3 /1 �MW-4 <br /> ` (-26.51) % ( 26 73) <br /> MW-8 <br /> + <br /> (-2673) FENCE MW 3 �• <br /> �(-26.52) <br /> Mw-5 <br /> LEGEND (-26.52) <br /> MONITORING WELL EL DORADO STREET <br /> EXTRACTION WELL <br /> MONITORING POINT MW-71(-26,66) <br /> POTENTIOMETRIC SURFACE ELEVATION T <br /> ( ) (FEET ABOVE AN ARBITRARY DATUM) —26.7 <br /> POTENTIOMETRIC SURFACE CONTOUR <br /> --so—INFERRED GROUNDWATER FLOW DIRECTION <br /> CLIENT <br /> GROUNDWATER 0 FEET 8o MANNA PRD FACILITY POTENTIOMETRIC SURFACE MAP <br /> TECHNOLOGY SCALE LOCATION (10/12/94) <br /> BT <br /> FILE PROJECT NO 4004 EL DORADO STREET PM. RG/PE- FIGURE <br /> PSM01294/SP494 042020096 STOCKTON, CALIFORNIA 1 <br /> Rev 1 DES BF DET. ML DATE <br /> /12/ 95 <br />