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_ _ _ EXPLANATION <br /> — * Groundwater monitoring well <br /> a <br /> 99.99 Groundwater elevation in feet <br /> Former <br /> Building I -referenced to Mean: Sea Level <br /> usr <br /> Former Asphalt 99' Groundwater elevation contour,' <br /> Hoist ��gg. dashed where inferred <br /> Office I Z <br /> 0 r <br /> — Former •• T Sidewalk .•� <br /> W/0 2 <br /> CST W Approximate groundwater <br /> M flow direction at a <br /> -oil I 107.39 1 �o <br /> M I _ WJ•� 1 gradient of 0.004 Ft./Ft. <br /> in Canopy _ Hoists 4 a <br /> m <br /> Former <br /> Pumpr0y . <br /> �. a I lends.. 2 <br /> a \ I <br /> - vi j-sem^ �� <br /> 107.56` `ro <br /> I, Former = .. yslt\ <br /> UST's \. <br /> — — 107_56#-WJ-2 — <br /> Approach ± Former— Sidewalk —N— <br /> UST's <br /> 0 20 <br /> EAST 'F' STREET <br /> Source: Figure madHied from drawing provided by Cambria, Figure 2, dated January 15, 2002 Scale in Feet <br /> POTENTIOMETRIC MAP FlcuRE <br /> GE T T L ER • RYA N INC. Former Texaco Service Station <br /> 6747 Sierra Ct., Suite d 368 East F Street 1 <br /> Dublin, CA 94568 (925) 551-7555 Oakdale, California (Site #211295) <br /> PROJECT NUMBER REVIEWED BY DATE REVISED DATE <br /> 386940 July 29 2004 <br /> FILE NAME: P: Enviro Texaco 211295 004-211295.CWC Layout Tab: Poli <br />