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TJPI <br /> � <br /> INTERSTATE 5 N/B OFF-RAMP N <br /> I:- -- <br /> :}y — O 20 40 <br /> SCALE IN FEET <br /> ARCO <br /> TRASH SERVICE <br /> ENCLOSURE STATION <br /> MW-5 0 a 02) <br /> UNDERGROUND 0(7.98) p UNDERGROUND <br /> USED OIL TANK FUEL TANKS <br /> MW-7 <br /> SERVICE l INACCESSIBLE <br /> STATIONr0 <br /> DIRT BUILDING CP it— = __\ I G <br /> — � <br /> Vi <br /> i L _�J01 �1 <br /> MW-3 ► Cn <br /> p pp 1 \ (8.00) ZG <br /> MW_4 )1 \ <br /> DISPENSER , \ PLANTER <br /> LANTER <br /> 0 \:' <br /> _ (7.97) <br /> MW-6 <br /> HARLAN ROAD <br /> LEGEND <br /> GROUNDWATER MONITORING WELL FIGURE 2 <br /> (7.94) GROUNDWATER ELEVATION IN <br /> FEET ABOVE MEAN SEA LEVEL POTENTIOMETRIC GROUNDWATER <br /> ELEVATION CONTOUR MAP <br /> 7.96 — GROUNDWATER ELEVATION <br /> CONTOUR IN FEET ABOVE MAY 7, 1998 <br /> MEAN SEA LEVEL <br /> CONTOUR INTERVAL-0.02 FOOT) BP OIL SERVICE STATION NO. 11195 <br /> CALCULATED GROUNDWATER 16500 SOUTH INTERSTATE 5 <br /> 0.001 GRADIENT DIRECTION AND LATHROP, CALIFORNIA <br /> MAGNITUDE IN FOOT PER FOOT <br /> PROJECT N0. 10-151 <br /> ( NOTE: <br /> Potentiometric groundwater elevation <br /> 1/��ALISTO ENGINEERING GROUP o <br /> contours were hand Interpolated. /�\ WALNUT CREEK, CALIFORNIA o <br />