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' I- _ '_ Fence <br /> p,rt 6 Gravel <br /> Egwpnent Storage O <br /> EgNIpnen! <br /> E! Storage <br /> f Propane Tank { <br /> ! Concrete Driveway <br /> ' ❑ M+2 <br /> ND <br /> mW-10 EgwO ent Storage <br /> ND a <br /> b <br /> m Covered # 214 <br /> Hessto Shop r <br /> MW-3 <br /> Fo r <br /> Ptoraste U s 1qft ND <br /> Sa a \1 MW-B <br /> 320 X152000 237 <br /> MW- <br /> -]0 <br /> ' I MW-525600 <br /> 1 Pressur <br /> ❑ e <br /> Y WaSher <br /> A <br /> O <br /> l <br /> a <br /> 0a N <br /> t�C <br /> Y <br /> .e EQ <br /> MW-1 <br /> AW <br /> Concrete Shap Concrete ND <br /> Driveway Dr-e.ay Y <br /> u <br /> IC <br /> Y <br /> W <br /> Coverrd Office independent Trucking <br /> Equ�pnent 1145 W Charter Way <br /> ND + Storage <br /> MW-7 <br /> Pate <br /> Barn <br /> ' Parking <br /> l <br /> P en D'tcn <br /> C,gvert <br /> fl en pitch <br /> C VJ'rr t <br /> West Charter WaY <br /> Fig 7: TPH—G Soil Boring Legend <br /> Contour Map + Monitoring WeU 53000 = TPH-G Concentration (ug/1) <br /> Water Table Wells Contour Interval = 20000 ug/t <br /> J_M_ Equipment ND = Non-detect (<50 ug/u <br /> 1245 W Charter Way O Brain <br /> Stockton, CA 0 50, <br /> ' *+ - <br /> Geolagtral rerkiucs Inc 9/2/03 Asphalt E� Sand & Grave] SCALE I <br />