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1 <br /> 1 <br /> (-34 80)• C0 <br /> *�6 (-35.72) 018 y(n <br /> � <br /> 014 011 <br /> (-35.420 0(-35.85) <br /> PW1\ 19 <br /> S, \(DRY) f PJB• <br /> �(35.13} a��c �� �PVO <br />� f <br /> s <br /> (DRY)0331�5 30) Q (-35 68)"35.8 <br /> (-3525)020 1 6917 0(-35. ) OFLOW <br /> Z S D(DRY} GROUNDWATER <br /> t 04 ❑RW1 01z <br /> 0 W3 --35 27)a <br /> -35.2' <br /> M --35.6' <br /> 73 <br /> (--35.80)° <br /> 0 <br />' 8 (DRY) <br /> PW2 <br /> (DRY) <br /> LEGEND O <br />' 0 MONITORING WELL �yjO <br /> ❑ RECOVERY WELL k <br /> 000 MONITORING WELL CLUSTER <br /> ( } RY) <br /> POTENTIOMETRIC SURFACE ELEVATION (0 <br />' (MEAN SEA LEVEL) 10 <br /> -- POTENTIOMETRIC SURFACE CONTOUR <br /> * NOT APPLICABLE <br />' (SCREENED IN A DEEPER INTERVAL) 0 FEET 80 <br /> SCALE <br />' ❑❑ GROUNDWATER 4057 PORT CHICAGO R1vT POTENTIOMETRIC SURFACE MAP <br /> ❑❑ TECHNOLOGY CONCORD, CA 94520 (12/23/91) <br /> (51 O) 671-2387 <br /> CLIENT- LOCATION REV NO DATE: <br /> THE SOUTHLAND 9110 THORNTON ROAD 0 2/19/92 <br /> CORPORATION STOCKTON, CALIFORNIA <br /> PW PE RG DESIGNED DETAILED ACAD PILE PROJECT NO FIGURE <br /> �� GM ML PSMD2391/SP1 191 020301211 6 <br />