Laserfiche WebLink
ARCO AM/PM { f <br /> SERVICE STATION <br /> . N <br /> PRIVATE ROAD <br /> W <br /> z <br /> 0 30 60 <br /> rz <br /> W <br /> :2 SCALE IN FEET <br /> 2 LEGEND, <br /> SERVICE MW-3 � GROUNDWATER MONITORING WELL <br /> MW-4 10 STATION (-5.86) <br /> (-6•is)$ �0 G , $ Ul (-6.17) GROUNDWATER ELEVATION IN <br /> BUILDING G Ld FEET ABOVE MEAN SEA LEVEL <br /> z <br /> 00 g --6.10 — GROUNDWATER ELEVATION <br /> I I 7 O pro a_ CONTOUR IN FEET ABOVE <br /> L J O \ _ (CONTOUR LEVEL <br /> ERVAL-0.10 FOOT) <br /> USEDR01 <br /> UNDERGROUND <br /> / -5 90 \ 0 Oa3 6 1 ) 0.005 CALCULATED <br /> RAD GRADIENT <br /> AND R <br /> DISPENSER Q MAGNITUDE IN FOOT PER FOOT <br /> ISLANDS w = / <br /> . NOTE: <br /> �I BMW-2 , Potentiometric groundwater elevation <br /> 4 -5.90 4 (-5.96) MW-5contours were generated with Quicksurf <br /> (-5,98) O/ using the Kriging method with a spherical <br /> ! O variogram on a triangulated grid surface. <br /> L � <br /> MW-1 � <br /> UNDERGROUND / <br /> {-5.89) FUEL TANK <br /> PLANTER / <br /> DRIVEWAY <br /> DRIVEWAY / - <br /> TRANSFORMER / <br /> � FIGURE 2 <br /> POTENTIOMETRIC GROUNDWATER <br /> ELEVATION CONTOUR MAP <br /> JULY 1 , 1998 <br /> BP OIL SERVICE STATION NO. 11193 <br /> 3202 WEST HAMMER LANE <br /> MW-6 <br /> ) STOCKTON, CALIFORNIA <br /> 10 PROJECT NO. 10-136 <br /> m <br /> ALISTO ENGINEERING GROUP <br /> WALNUT CREEK, CALIFORNIA s <br />