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Fence <br /> Dirt kGravel <br /> me <br /> Equipnt Storage 0 EquFpment <br /> Storage <br /> Propane Tank 7 <br /> IConcrete Driveway <br /> I MW-2 <br /> -1060, <br /> MW-10 E Ipment Star Oe <br /> Groundwater Grvdlenh <br /> �i vered +-11,11' N55'E O 0 004 ft/ft <br /> W-6 r <br /> ' J Hesston hop <br /> � Former MW-3 <br /> was a o°c UST's i -1122' <br /> Sto a e <br /> 7- -1098, W-9 W-g <br /> -1121' <br /> � + -f104' <br /> MW-4 <br /> MW-109 -up <br /> MW-5 <br /> ' ressure <br /> Sher <br /> e <br /> tl ♦ MW-1 <br /> ue -1103' <br /> Cancrr e S p Concrete <br /> Drivewa Driveway y <br /> Coveredpffic I Independent Tr Eng <br /> I -1038' <br /> Equipment 1145 W Charter Wa <br /> Storage r <br /> MW-7 ` UE roe I ��to `eta <br /> Pole <br /> Parking I <br /> f <br /> ' n Ditch <br /> Culvert <br /> n Ditch <br /> Culvert <br /> West Charter Way <br />' Fig 2: Site Gradient • Soil Boring Legend <br /> Map ♦ Monitoring Well Contour Interval = 01' <br /> June 4 2004 Groundwater Gradlent Calculated Utilizing <br /> J.M. Equipment El Computer Generated Contours <br /> 1245 W. Charter Way Drain -871' = Groundwater Elevation (feet msl) <br /> Ll_' Stockton, CA 0 _ 50' <br /> Ctto(oguafTcclue/ 8/17/04 ++++ Asphalt EKSand & Gravel I I <br /> SCALE <br />