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LEGEND <br /> . + MONITORING WELL Li <br /> SOIL BORING <br /> ( ) POTENTIOMETRIC SURFACE ELEVATION 7 <br /> —POTENTIOMETRIC SURFACE CONTOUR Q <br /> ` MW-9, MW-10 & MW-11 WERE NOT /22.2' 22.1 Z <br /> USED IN CONTOURING MAP / Q N <br /> MW-14*/ +1 <br /> (22.02) = <br /> (22.22) (22.02) <br /> m <br /> MW-12-�- <br /> (22.14) MW-55 <br /> (22.09) MW-15 <br /> (22.a3� 22.1 ' <br /> (22.11) STORE 22.2' <br /> Mw-2 BUILDING 22.3' <br /> 22.4' <br /> SIDEWALK <br /> . P-6*A+*w-9 <br /> P-5 (21.52}• <br /> 22.3` (21.62)• MW-10 MW-1 <br /> �MW-8/ (22.46 MW-11 <br /> (22.28) 21.73)0 <br /> `i---- ---i P-2 P-4 <br /> `�► FORMER <br /> U/G TANKS *P-i P-8 <br /> Mw-6 i/-- J ��^ P-7 <br /> 22.4 7 --� <br /> 22.38) <br /> ` FORMER <br /> PUMP ISLAND v MW-3 <br /> (22.56 `_ (22.37)7 <br /> MW-4 <br /> 22.5' <br /> 0 FEET 30 <br /> GRANT LINE ROAD SCALE <br /> GROUNDWATER 4057 PORT CHICAGO HWY. POTENTIOMETRIC SURFACE MAP <br /> [� TECHNOLOGY CONCORD, CA 94520 (6/11/93) <br /> (510) 671-2387 <br /> CLIENT: LOCATION: REV. NO.! DATE: <br /> THE SOUTHLAND CORPORATION 455 GRANT LINE ROAD0 7/6/93 <br /> STORE No. 20304 TRACY, CALIFORNIA <br /> P ,/ PE/RG DESIGNED DETAILED ACAD FILE: PROJECT NO.: FIGURE: <br /> SCH ML PSM61793/SP493 020203283 2 <br />