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• <br /> BARNES TRUCKING FACILITY T— i <br /> IPOLE DRIVEWAY <br /> i <br /> L <br /> 1 <br /> I • = r <br /> MW-2 <br /> I (13 52) O <br /> GARAGE & I "� <br /> 0 <br /> I 13 5OFFICE C <br /> M <br /> z <br /> MW-] C.,I CONCRETE PAD 13 25 �� (13 21) DRIVEWAY M <br /> GROUNDWATER FLOW 13 D _ <br /> i DIRECTION d=GRADIENT , <br /> MW-3 <br /> (12 90) CONCRETE PAD ' <br /> I � <br /> I <br /> I ; <br /> I <br /> EXPLANATION <br /> {{f; El FORMER UST EXCAVATION <br /> f FORMER FUEL DISPENSERS <br /> MONITORING WELL <br /> MW-1 <br /> GROUNDWATER ELEVATION <br /> (12 9O) (FEET REFERENCED TO PROJECT DATUM) <br /> 8 50100 GROUNDWATER ELEVATION <br /> N 13 0 CONTOUR(FEET) <br /> _APPROXIMATE SCALE IN FEET <br /> GROUNDWATER CONTOUR MAP - 5113198 CLEARWATER GROUP, INC <br /> Barnes Trucking Facility <br /> 1817 South Fresno Avenue Project No Figure Date Figure <br /> 7Stockton, California C-178 7198 3 <br />