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f <br /> 1 !}[ <br /> fF <br /> I4 - LEGEND <br /> + MONITORING WELL <br /> SOIL BORING w l <br /> ( ) POTENTIOEIETRIC SURFACE ELEVATION D 4 <br /> I (FEET ABOVE MEAN SEA LEVEL) W <br /> —POTENTIOMETRIC SURFACE CONTOUR > <br /> • DATA NQOT USED IN CONTOURING � � <br /> i J <br /> Mw-1 4�/ <br /> (22.51) MW-13 � <br /> f / (22.34) <br /> r 22.5'— / m <br /> / (22.41) <br /> W--12 <br /> i <br /> MW-5 <br /> 22.4'_ / (22.35) MW-15 i <br /> (22.38) <br /> (22.36) <br /> MW-2 <br /> STORE <br /> BUILDING <br /> 22.4' ; <br /> (21.75)+ SIDEWALK <br /> + + (21.77).�- <br /> 22.5' P-6 MW-9 P-g MW 10 L2V2;MW-8 -1 <br /> MW-11 <br /> P-2� _ + + ; <br /> F-------- I .51) (21.99) <br /> I I I GROUNDWATER <br /> FORMER FLOW.DIRECTIONp-q <br /> U/G TANKS i-I P-8 <br /> Mw-6 I I <br /> (22.57) <br /> 22.6'-- <br /> 2 <br /> 2.6' > <br /> 22,7' FORMER <br /> PUMP ISLAND <br /> (22.7b) MW- <br /> MW-4 T _ (22.60) <br /> 0 FEET 30 <br /> GRANT LINE ROAD SCALE <br /> GROUNDWATER 4057 PORT CHICAGO HWY, POTENTIOMETRiC SURFACE MAP <br /> OTECHNOLOGY CONCORD, CA 94520 (12/28/92) <br /> (510) 671-2387 <br />` - <br /> CLIENT: LOCATION: TE: ' <br /> THE SOUTHLAND CORPORATION 455 GRANT LINE ROAD 0 REV. NO.: DATE: <br /> 93 <br /> STORE No. 20304 TRACY, CALIFORNIA <br /> PC/ PE/RG DESIGNED DETAILED ACAD FILE: PROJECT NO.: FIGURE: <br /> �K� MK ML PSMD2892/SP293 020203767 <br />