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N <br /> ELMWOOD AVE <br /> EXISTING AND FORMER <br /> UNDERGROUND USED <br /> OkL TANK <br /> ...... _- _._. o zo ao <br /> R <br /> SCALE IN FEET <br /> AUTO <br /> AUTO SERVICE <br /> SERVICE <br /> I � <br /> I w <br /> 1 <br /> I I M.95 I CD <br /> _ a 6 6' Z_ <br /> � J � <br /> MW.86 ' 6 4p-0� MW—7 I = <br /> (10 <br /> 6.00 ry MW-3 rr <br /> (-6.67) B 6� W <br /> ca �t F_ — d <br /> a <br /> FORMER w <br /> EXISTING UNDERGROUNDUNDERGROUND 4I E <br /> FUEL TANKS O� I FUEL TANK I -ai <br /> I- � J <br /> FORMER <br /> — — — — -� DISPENSER <br /> ISLANDS <br /> I 3: <br /> I MW-2 16.20 <br /> 6.00 <br /> MW-6 J <br /> a — <br /> (-5.75) OD Q MW-1 <br /> PLANTER (-5.88) <br /> LEG ND COUNTRY CLUB BLVD <br /> ii� GROUNDWATER MONITORING WELL <br /> 0 DESTROYED WELL FIGURE 2 <br /> (-5.88) GROUNDWATER ELEVATION IN <br /> FEET ABOVE MEAN SEA LEVEL POTENTIOMETRIC GROUNDWATER <br /> —6.00 — GROUNDWATER ELEVATION ELEVATION CONTOUR MAP <br /> CONTOUR IN FEET ABOVE <br /> MEAN SEA LEVEL JULY 7, 1998 <br /> CONTOUR INTERVAL-0.20 FOOT) <br /> CALCULATED GROUNDWATER BP OIL SERVICE STATION NO. 11192 <br /> 0.004 GRADIENT DIRECTION AND 1403 COUNTRY CLUB BOULEVARD <br /> MAGNITUDE IN FOOT PER FOOT STOCKTON, CALIFORNIA <br /> NOTE: PROJECT N0. 10-037 <br /> Potentiometric groundwater elevation <br /> contours were generated with Quicksurf <br /> using the Kriging method with a spherical ALISTO ENGINEERING GROUP a <br /> variogram on a triangulated grid surface. WALNUT CREEK. CALIFCRNIA 8 <br />