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N <br /> V fF i <br /> LOUISE AVENUE <br /> ❑ 20 40 <br /> SCALE IN FEET <br /> MW-4 <br /> (5.81 ) <br /> PLANTER ` <br /> UNDERGROUND <br /> STORAGE TANKS <br /> h' <br /> (5.78) CONCRETE SLAB <br /> �3 MW-5 <br /> (5.80) / <br /> AIT USED OIL5.7¢_ <br /> TANK 0000, ISLANDS PUMP <br /> STATION MW-21 1 <br /> BUILDING MW-1 (5.74) <br /> (5.72) <br /> 2 <br /> �s <br /> DIRT LOT <br /> F� FIGURE 2 <br /> 0 GROUNDWATER MONITORING WELL POTENTIOMETRIC GROUNDWATER <br /> (5.81 ) GROUNDWATER ELEVATION IN ELEVATION CONTOUR MAP <br /> FEET ABOVE MEAN SEA LEVEL <br /> .- 5-80 — GROUNDWATER ELEVATION MAY 17, 1993 <br /> CONTOUR IN FEET ABOVE BP OIL SERVICE STATION NO. 11195 <br /> MEAN SEA LEVEL s <br /> CONTOUR INTERVAL-0.02 FOOT) 16500 SOUTH INTERSTATE 1-5 <br /> CALCULATED GROUNDWATER LATHROP, CALIFORNIA <br /> GRADIENT DIRECTION AND PROJECT NO. 10-151 <br /> MAGNITUDE IN FOOT PER FOOT <br /> - ALISTO ENGINEERING GROUP <br /> WALNUT CREEK, CALIFORNIA N <br />