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1 <br /> MW-9 MW-4 ( V. SE)` Mw-201 (15�,1 <br /> I SE) Mw-8 i <br /> 0 <br /> CPT-3 <br /> 0 <br /> 1-20— <br /> -20 <br /> ' <br /> 2010 <br /> GroundwaterGroundwater @Wv nonge 1993 2006 (-25 - 43 feet b9a) ND <br /> ND <br /> —40 ND <br /> 11 2 MW-8 ND <br /> -oo —40 <br /> ' MW-108 <br /> —60— <br /> - -60 <br /> rW Os 44 <br /> Z —80 Nu Mw—los <br /> MW-208 ND I20 <br /> 7 (CST--3U73) —80 <br /> W <br /> 26 <br /> —J16 — <br /> zs <br /> —100 <br /> 4 ND <br /> 120 1 <br /> —120 <br /> 51 <br /> 140 <br /> —14D <br /> 0 50 100 150 200 250 360 350 400 460 <br /> ' DISTANCE (feet) <br /> Figure 8• Geologic LEGEND <br /> ' Cross Section B -- B' - 2300 = Soil TPH—G Concentration (mg/kg) <br /> N' <br /> Valentine (Castle Motors) NO — 'a ��GC° u 'aErcxrrg/l(a/s�/oe) ND = Soil TPH—G < 1 mg/kg Scale as indicated= t+Vatir TPM-G lrss[iFaR3o Ng/[ <br /> 2315 N El Dorado <br /> Stockton, CA CPTdatafehmary2000 Borings MW-2, MW-3 and MW-5 data <br /> Project N o. 7232 <br /> (15',SE� = DfstaKa dllrctfoa 6ortxg pro�ectsQoacto sxcion <br /> [oglvlTeclu[fcr lrrc G/9/06 <br /> adapted from Wm. Hunter & Associates <br />