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' F— Fence — -_ <br /> I Dirt 6 Gravet <br /> Equlpnent Storage O <br /> Equlpnent <br /> Storage <br /> IPropane Tank <br /> Concrete Driveway <br /> -12771 <br /> ' I ❑ N♦2 �4'S <br /> -12,04' <br /> W-10 qufpnent S wrap* Groundwater Gradient <br /> N7--E o 0 004 ft/ft <br /> 1,2 ' <br /> Covered 5'! <br /> w-s <br /> Hesstor Shop <br /> Waste UST's MW-3 <br /> —1269, + <br /> a: UST's <br /> Stora <br /> ' MW-8 <br /> -12431 -9 BIW ¢-12 73' <br /> + -1248 <br /> MW-4 <br /> MW-109 <br /> C -MAW <br /> W-5 <br /> -12 47' <br /> It ere <br /> Wnsh <br /> IM 1213` <br /> "Concrete Shop G to <br /> Driveway Drive <br /> I <br /> Inde <br /> dent <br /> -1174' <br /> E ere nt 11 f\ 1145 Wr Charter Way <br />' + Storage <br /> NW-7 ' '1'r E <br /> Pott LJ "• <br /> F Barn <br /> Parking <br /> 1 <br />' 1ptch <br /> C,,dvert <br /> Culvert <br />' West Charter Wo.Y <br />' Fig 2; Site Gradient a Solt Boring -Leciencl- <br /> Map ♦ Monitoring Well <br /> Contour Interval = 01' <br /> August 25, 2004 Groundwater Gradlent Calculated UtItIzing <br />' J.M. Equipment ED Computer Generated Contours <br /> 1245 W. Charter Way Drain -8 71' = Groundwater Elevation (feet msl) <br /> Stockton, CA 0 50` <br /> 47" + + Asphalt ���� Sand & Gravel I� .._ <br /> ss/o2/oa SCALE <br />