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y <br /> i <br /> :t <br /> i� <br /> [I{ <br /> i <br /> +(60MW.22) <br /> —10 <br /> (59 51) <br /> 60.0' le <br /> BUILDING 14 <br /> WAREHOUSE <br /> 60.5' <br /> BUILDING 61 .0' SHED <br /> / 61 .5' <br /> X62.0' `(61.31) <br /> MW-6 (fit 49) MW-2 PILE 3 <br /> (60 88) ` MW-1 PILE 2 <br /> EXCAVATION MW-4 <br /> PILE -5 <br /> \ (61 1)6*) i PILE 4 PILE 5 <br /> 6�3 <br /> MW-8 \ <br /> (59 58) FENCE MW— :(6:0:0) <br /> MW-5 <br /> (fi0.63) <br /> EL DORADOi STREET <br /> MW-7+ \ <br /> (59 67) <br /> LEGEND <br /> MONITORING WELL <br /> ( ) WY <br /> POTENTIOMETRIC SURFACE ELEVATION (FEET) GROUNDIPATSR 4057 PORT CHICAGO <br /> CONCORD, CA 945200 <br /> POTENTIOMETRIC SURFACE CONTOUR <br /> TECHNOLOGY (510) 371-2337 <br /> O" ""1/18/93 <br /> "118 93 ACADPSM2393 SP293 <br /> Z POTENTIOMETRIC SURFACE MAP <br /> (2/3/93) <br /> CLIENT: PM <br /> 0 80 160 MANNA PRO FACILITY Fom <br /> SCALE FEET LOCAn 4004 EL DORADO STREET PE/RG <br /> STOCKTON, CALIFORNIA dKr— <br /> DESIGNED MAILED I PROJECT NO FIGURE- <br /> DH ML 020502819 ' <br />