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F_ —7 <br /> —Fence— <br /> Dirt & Gravel <br /> Equipment Storage D <br /> ' Equipment <br /> Storage <br /> Propane Tank <br /> Concrete Driveway Groundwater Gradient <br /> -912' NWE O 0 002 ft/ft <br /> 1 I ❑ M+$ <br /> + MW-10 Equipment Storage <br /> 858' <br /> Y <br /> Cava ad <br /> qqqn <br /> W-6 <br /> + Hesston S op <br /> ' fCL MW-3 <br /> r Forpq$ e 110 <br /> STnrr II -923, + <br /> Stora e I <br /> -$ 'W-9 _,1111 MW-8 <br /> 8 97' -9 0t <br /> MW-4 <br /> MWT109 <br /> -8 9S' <br /> MW <br /> ❑ essure <br /> cher <br /> M I R MW-1 �9r <br /> A� -908, <br /> Cancrrte Shop oncreta F <br /> Drlvawny Driveway <br /> I � <br /> i <br /> over fd \13 <br /> Independent Trucking <br /> 1 -836' Equipment 1145 W Charter Way <br /> I + Storagg <br /> i MW-7 �i� R� ❑ 1y I �� "� <br /> Pole 'fie <br /> Barn <br /> Parking <br /> 1 <br /> en -itch <br /> Culvert � <br /> en Ditch <br /> Culvert <br /> ' West Charter WaY <br /> Fig 2: Site Gradient a Sall Boring a ncl <br /> Map + Monitoring Well Contour Interval = 01' <br /> May 27 2005 Groundwater Gradient Calculated Utilizing <br /> J.M. Equipment ED Computer Generated Contours <br /> 1245 W Charter Way Drain -871' = Groundwater Elevation (feet mst) <br /> Stockton, CA ab Asphalt 0 50' <br /> 6 <br />' +++ ���� Sand & Gravel <br /> eologtealreckxfcsrxc06114105SCALE <br />