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N <br /> I � <br /> MW-7 <br /> INACCESSIBLE <br /> 0 2Q 4D <br /> SCAdE IN FEET <br /> LOUISE AVENUE <br /> Mw-4 -- <br /> (4.59) <br /> )4.610 <br /> PLANTER <br /> FUEL <br /> R TANKSO <br /> UNDERGROUND I �I 4.62 <br /> Mw-3 � <br /> � 4.64) <br /> <4.64 \ MW-6 <br /> (4 61 ) -0 (4.61 ) <br /> Zp_ <br /> MW-2 <br /> DISPENSER (4.62) <br /> UNDERGROUND ISLANUSED OIL TANK 4.60 _ <br /> MW-1 <br /> (4.58) <br /> DIRT LOT <br /> z� <br /> 7 <br /> LEGEN D <br /> 0 GROUNDWATER MONITORING WELL <br /> (4.59) FEET GROUNDWATER <br /> MEAN SEA N LEVEL <br /> FIGURE 2 <br /> 4.60 - GROUNDWATER ELEVATION POTENTIOMETRIC GROUNDWATER <br /> CONTOUR IN FEET ABOVE ELEVATION CONTOUR MAP <br /> MEAN SEA LEVEL <br /> CONTOUR INTERVAL-0.02 FOOT) AUGUST 31 , 1995 <br /> CALCULATED GROUNDWATER BP OIL SERVICE STATION NO. 11195 <br /> 0.001 GRADIENT DIRECTION AND s <br /> MAGNITUDE IN FOOT PER FOOT 16500 SOUTH INTERSTATE I-5 <br /> LATHROP, CALIFORNIA <br /> ...1 3 <br /> PROJECT NO. 10-151 <br /> ALISTO ENGINEERING GROUP <br /> WALNUT CREEK — <br /> , CALIFORNIA <br />