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BEN.IAWN HOLT DRIVE Approximate groundwater <br /> flow direction at a <br /> gradient of 0006 to 0 01 Ft/Ft. <br /> Waste Former USTS <br /> —20 24 <br /> Oil Tank MW-12� <br /> #.MW-9 \\ <br /> \-1993 -3 95 � Planter <br /> F <br /> ��— � Q j` j 1 <br /> [-19 94�MW-1{ 1D MW-6 <br /> 0 —1993 <br /> —19 78 Ude / Q =C=I) ( / W <br /> MW-10 Storage Tanks Dispen r <br /> La <br /> —200 <br /> MW-4 r fo 5�yam © MW-8� Q 011M 13 <br /> —19 71 ! v 20.18 <br /> Trash MW-2 —20 O1 MW-7 <br /> Q <br /> Enclosure —19 87 \ d <br /> Building <br /> MW-14 <br /> EXPLAN IM -20 20 <br /> Groundwater monitoring well 99.99 Groundwater elevation in feet <br /> referenced to Mean Sea Level <br /> $ Groundwater monitanng well <br /> 1 <br /> (Deep) /9999 Groundwater elevation contour, 0 50 <br /> dashed where inferred <br /> x Abandoned/Destroyed well <br /> 199 99] Not used in contouring <br /> Source F ure modified from drawn rov�ded IRM, Secvr, and Morrow Sun m SCOIB Irl Feet <br /> POTENTIOMETRIC MAP F1GUR <br /> GETTLE11 - RYAJV 111u/�. Chevron Service Station #9-6171 <br /> 6747 Serra Ct Suite J 6633 Pacific Avenue 1 <br /> Dublin CA 94568 (925) 551-7555 Stockton, California w <br /> PROJECT NUMBER RVIEW O BY DATE REVISED DATE <br /> 385121 Aril 11 2002 <br /> AEE NAME P Envry Chevron 9-6171 002-9-6171 DWG I toyout Tab Pot2 <br />