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I -M,_5 - - - - - - - - - M <br /> i ,f=i®�Se is Tank 1W-C i <br /> L---J //•y <br /> MW-4 <br /> ®( ::.'u• _LVA/( <br /> • - —1-wATER rws UNE MW-I <br /> Canteen Building <br /> • 1 33.12) {I <br /> -5 <br /> I l 59-1 1 <br /> 1 / Former Tank Hole <br /> 6113-+ •5 •50-3 (Excavated) <br /> MW-3 <br /> 1 MW-3A 6: 33.3'i <br /> M1 _T 33.3:•;® MW-2 1 <br /> SS.17- - - - - - - - - -33. - <br /> Q 71 <br /> MW-10 <br /> Y ®t 33.1. <br /> \fir <br /> U.S. Chemical 'ng <br /> —• StAt/LwE�t- <br /> rl"' MW-S <br /> �(akauutoWM-tk MONti'Dkdlj <br /> ` yx \ <br /> V1 ELL- FLtlS�t{ Mtu o C <br /> 4 <br /> ' <br /> To <br /> 1 <br /> / \Lla <br /> MW-6 U.S. Chemical <br /> 33,WO <br /> LEGEND <br /> ®MW-g <br /> ® = Monitor Well Location <br /> • = Soil Boring Location <br /> .:.:1; = Potentiametric Surface Elevation <br /> �3. = Potentiometric Surface Elevation Contour <br /> Contour Interval 0.25 ft. <br /> «- a Apporent Direction of Groundwater Flow (Current) 60 1-0 <br /> .. = Apparent Direction of Groundwater Flow (Previous Event) <br /> _ Approximate Scale in Feet <br /> APPLIED EARTH SCIENCES Canteen Corp. Polaniiometric Surface Elevation <br /> 1500 Shaw Road Contour Mop p <br /> 145-94009-Oi T. Gibson 03-11 -97 Stockton, California December 3, 1996 <br /> Ref. File; 940095M <br />