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1 ' <br /> t.\ <br /> i <br /> MW-3 <br /> -10.20 , <br /> N <br /> MW-4 <br /> SCALE (ft) 10.17 <br /> Q c� <br /> 0 60 TANK 00 U z GQ]r <br /> 4 [� <br /> k / <br /> ORA." <br /> n <br /> Z �r M 2 <br /> MW-9 4i -10. 4 <br /> MW-6 MW-1 �� -10.07• tp <br /> g -1o.ze <br /> -10.36 <br /> IYASfIINGTON ST. <br /> 5 �} <br /> MW-7 Mw- <br /> �" � <br /> -10.62 0 -9.70 <br /> !/VTd'RST.4TB S <br /> (L'LA'V4TL'O) <br /> 1 <br /> �n <br /> EXPLANATION <br /> 0 MONITORING WELL LOCATION <br /> -10.82 GROUNDWATER ELEVATION (FT, MSL) <br /> 10.75 r GROUNDWATER ELEVATION CONTOUR (FT, MSL) 1 <br /> • WELL SCREENED IN DIFFERENT AQUIFER, <br /> NOT USED IN CONTOURING o <br /> 1 <br /> APPROXIMATE GROUNDWATER FLOW DIRECTION; o <br /> APPROXIMATE GRADIENT = 0.003 <br /> 1 <br /> SIV.EN E.KRCIK } <br /> NO 4975 <br /> Mw-8 <br /> -10.82 <br /> 6a!j4mop From (r4oGon3Ultant7, 0G. <br /> PREPARED BY Chevron Station 9-0557 FIGURE: <br /> 139 South Center Street <br /> R&I.M 11 Stockton, California <br /> PROJECT: <br /> engineering contracting firms GROUNDWATER ELEVATION CONTOUR MAP, DAC04 <br /> FEBRUARY 17, 1999 <br />