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• • i <br /> EXPLANAMN <br /> MW-3 FORMER UNDERGROUND * Groundwater monitoring well <br /> —25.21 WASTE orL. TANK <br /> 9999 Groundwater elevation in feet <br /> referenced to Mean Sea Level <br /> W DRIVEWAY FORMER STATION .• (MSL) <br /> BUILDING <br /> 9999 Groundwater elevation contour, <br /> L6 I 100, dashed where Inferred. <br /> I <br /> FORMER UNDERGROUND <br /> STORAGE TANKS (TYP) I <br /> ♦ 1 • <br /> MW-2 ' ;• <br /> —2519 <br /> PRODUCT <br /> /0,—FORMER <br /> ISIAND I <br /> DRIVEWAY L ApproAmate groundwater <br /> flow direction at a <br /> ` <br /> +Mw-1 gradient of 0 001 FL/Ft <br /> I <br /> ` <br /> 1%. -2525 <br /> AIN+�'TR� DRNEWAY` <br /> k� <br /> 0 40 <br /> Scale in Feet <br /> Source F aro modified from drawl mnded RN <br /> Gettler - Ryan Inc. POTENTIOMETRIC MAP FWRE <br /> Chevron Service Station #9-6258 <br /> 6747 Stena Ct, Suite J 2409 East Main Street at F Street <br /> 91 Dubk CA 94M (M) 551_7W Stockton, California <br /> Job NUMBER REVIEWED BY DATE REVISED DATE <br /> 386844 Aril 24 2000 <br /> FU WE P FNMU CHMM 8-6258 - Layout 7di Site Plan <br />