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N <br /> MW-7 <br /> (4.68) <br /> / o zo ao <br /> Ir � SCALE IN FEET <br /> LOUISE AVENUE <br /> UNDERGROUND — — <br /> STORAGE TANKS W ' <br /> PLANTER <br /> coco <br /> �kW-3\ <br /> u,zc� fib° (4.66) 1 1 <br /> �' MW-6 <br /> 40 MW-5 0 �� (4.58} <br /> (4.69) L' �m 6�` ` cQ <br /> ,L� r7 �� 6 v <br /> ilT UNDERGROUND MW-2 <br /> USED OIL TANK �6�- (4.62) <br /> DISPENSER Q <br /> MW-1 ISLANDS Q <br /> DIRT LOT <br /> LEQEN <br /> �s <br /> FIGURE 3 <br /> ' -0 GROUNDWATER MONITORING WELL POTENTIOMETRIC GROUNDWATER <br /> (4.58) FEET ABOVEE MEEL SEAN IN ELEVATION CONTOUR MAP <br /> i 4.60 — GROUNDWATER ELEVATION SEPTEMBER 15, 1993 <br /> CONTOUR <br /> E4NOSEA IN EVELLY ABOVE BP OIL SERVICE STATION NO. 11195 s <br /> CONTOUR INTERVAL-0.02 FOOT) 16500 SOUTH INTERSTATE I-5 <br /> .= <. CALCULATED GROUNDWATER LATHROP, CALIFORNIA r <br /> GRADIENT DIRECTION AND <br /> MAGNITUDE IN FOOT PER FOOT PROJECT N0. 10-151 <br /> �ALISTO ENGINEERING GROUP <br /> u <br /> WALNUT CREEK, CALIFORNIA � <br />