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r � <br /> Mw-3 j <br /> -9.99 0.)0 II <br /> N <br /> PF--son ERCROUND <br /> MW-4 <br /> SCALE (ft) <br /> 0 60 <br /> Z <br /> a <br /> O � <br /> /oxaE -ANKIZ v <br /> MW-2 <br /> Mw-6 a Mw-9 <br /> 0 -9.41 <br /> Mw-1 g -10.33• <br /> -18.13•• <br /> _rasa <br /> SHINCTON ST. <br />• TE' � <br /> ® MW-7 MW-5 <br /> 10.54 -10.65 <br /> lNTS <br /> �7 <br /> (LL.EVA <br /> ExPLANATON - <br /> ® M0NJORING WELL LOCATION <br /> -9.41 GROUNDWATER ELEVATION (FT, MSL) <br /> -10.50 , GROUNDWATER ELEVATION CONTOUR (FT, MSL} <br /> * WELL SCREENED IN DIFFERENT AQUIFER, <br /> NOT USED IN CONTOURING <br /> APPROXIMATE GROUNDWATER FLOW DIRECTION; <br /> APPROXIMATE GRADIENT = 0.003 Q jTM E4 <br /> .. ANOMOLOUS DATA, NOT USED IN CONTOURING lk <br /> ® MW-8 <br /> -10.72 <br /> 9asemap Srom Gecconsultonls. Inc. <br />. PREPARED 8Y Chevron Station 9-0557 FIGURE: <br /> 139 South Center Street Z <br /> Stockton, California VPVM <br /> PROJECT: <br /> engineering contracting firm GROUNDWATER ELEVATION CONTOUR MAP, DAC04 <br /> JUNE 9, 1998 <br />