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2 ARCO SERVICE STATION <br /> VACANT <br /> O= <br /> 4' 0 MW-8 1 <br /> =' (0.50) <br /> LOUISE AVENUE <br /> MEDIAN <br /> \ O <br /> O <br /> DRIVEWAY <br /> VAC)ANTW-4 <br /> ( 45) <br /> PLANTER` <br /> (0 9 � MW-1 1 _(0.40) MW-5 (073 MW-6$(0.42) (0.49) <br /> SERVICE 3� <br /> BUILDIIING \0 MW-2 0 <br /> FORMER S (0.48) \ MW-9 <br /> UNDERGROUND / (0.52) <br /> USED OIL TANK <br /> O DOS <br /> 70 �. Q <br /> TRASH MW-1 QQ <br /> ENCLOSURE (0.43) <br /> 1 � <br /> N <br /> o� Z7 <br /> MW-10 <br /> (0.36) 0 25 50 <br /> LEGEND SCALE IN FEET <br /> li� GROUNDWATER MONITORING WELL <br /> (0.39) GROUNDWATER ELEVATION IN <br /> FEET ABOVE MEAN SEA LEVEL FIGURE 3 <br /> i 0.40 GROUNDWATER ELEVAT 0 <br /> CONTOUR IN FEET AB� POTENTIOMETRIC GROUNDWATER <br /> EAN SEA LEVEL ELEVATION CONTOUR MAP <br /> CONTOUR INTERVAL— FOOT) <br /> 0.0006 GROUNDWATER GRADIENT SEPTEMBER 3, 1998 <br /> DIRECTION AND MAGNITUDE <br /> IN FOOT PER FOOT BP OIL SERVICE STATION NO. 11195 <br /> 16500 SOUTH INTERSTATE 5 <br /> NOTE: LATHROP, CALIFORNIA <br /> Potentiometric groundwater elevation con— PROJECT NO. 10-151 A <br /> tours were generated with Quicksurf using <br /> the standard triangulation method with a 3 <br /> continuous curvature on a square grid ROUP <br /> A/416\6 <br /> ALISTO ENGINEERING Gsurface. WALNUT CREEL, CALIFORNIA <br />