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LEGEND <br /> . MONITORING WELL <br /> SOIL BORING j <br /> ( ) POTENTIOMETRIC SURFACE ELEVATION Z <br /> LSI <br /> —POTENTIOMETRIC SURFACE CONTOUR Q <br /> MW-9. MW-10 do MW-11 WERE NOT Z <br /> USED IN CONTOURING MAP / , a N <br /> MW—14* MW-13 y <br /> (22.83) / Y(22.59) j <br /> 1 EO <br /> / MW-12 <br /> +(22.69) MW-5 <br /> (22.64) MW-15 <br /> (22.72) . r <br /> MW-2 STORE <br /> 22.6 <br /> oo"' BUILDING <br /> 0 <br /> (22.17)• SIDEWALK <br /> . 22.7' <br /> P-6+ W 4 P—S --(22.06)• <br /> ` <br /> � <br /> MW--10 Mw-1 <br /> MW-8 (22.7a MW-11 <br /> \ x(22.83)` <br /> (22.25)- <br /> r--------i <br /> 22.25)•r---___---i P-2 P-4 <br /> NN <br /> I I <br /> I FORMER 1 <br /> j U/G TANKS �P--1 p_g <br /> MW-6 1 <br /> FORMER <br /> PUMP ISLAND MW-3 <br /> (23.09 (22.89)7 <br /> MW-4 <br /> _ 2.9' <br /> 23.0' 0 FEET 30 <br /> GRANT LINE ROAD SCALE <br /> GROUNDWATER 4057 PORT CHICAGO HWY. POTENTIQMETRIC SURFACE MAP <br /> EMTECHNOLOGY CONCORD, CA 94520 (3/11/93) <br /> (510) 671-2387 <br /> • CLIENT: LOCATION: REV. NO.: DATE: <br /> THE SOUTHLAND CORPORATION 455 GRANT LINE ROAD 0 4/9/93 <br /> STORE No. 20304 TRACY, CALIFORNIA <br /> PM PE/RG DESIGNED I DETAILED ACAD FILE: PROJECT NO.: FIGURE: <br /> }C SCH ML PSM31193/SP493 020203283 2 <br />