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MW-3 <br /> -10.96 <br /> N <br /> mesm <br /> MW-10.87 <br /> SCALE (ft) 4® <br /> IfaEO�L� <br /> 0 6U Tµx <br /> in <br /> v <br /> MW-2 <br /> MW-fi Mw-9 -11.19 <br /> 10.99 MW-1 O --31.21 <br /> -11.11 <br /> K4SHINCTON ST. <br /> Mw_7 MW-5 <br /> -11.27 C, -11.44 <br /> lNTeRST.dTB 5 <br /> DJ j <br /> EXPLANATION <br /> MONITORING WELL LOCATION <br /> -11.53 GROUNDWATER ELEVATION (FT, MSL) <br /> GROUNDWATER ELEVATION CONTOUR (FT, MSL) <br /> * WELL SCREENED IN DIFFERENT AQUIFER, <br /> NOT USED IN CONTOURING <br /> APPROXIMATE GROUNDWATER FLOW DIRECTION; <br /> APPROXIMATE GRADIENT = 0.001 <br /> ,C�RE4 CFO <br /> j .5 <br /> [c STEVEN E KRCIKN. � <br /> .4976 Mw-8 <br /> -11.53 <br /> SOF CAt SFO <br /> Basamao from Gaaeansylkanks, Inc. <br /> REPARED er Chevron Station 9-0557 FIGURE: <br /> 139 South Center Street <br /> P&VM Stockton, California <br /> PROJECT: <br /> engineering contracting firm GROUNDWATER ELEVATION CONTOUR MAP, pAC04 <br /> FEBRUARY 2, 2000 <br />