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All iil <br /> SBIMW 9 MW-3 <br /> SOIL DRILLING LOG �aga- 1 o, z <br /> McLaren Environmental Engineering Sampler;_ P. PHILLIPS <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4814 W TURNER RD., LODI, CA T <br /> ELEVATION 14.94' MONITORING DEVICE HNu <br /> SAMPLING DATE(S) 5.16-89 START 0845 FINISH 1030 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT• IR-TH10 <br /> 'ARBITRARY DdTUM QF 20' <br /> Penetration <br /> 4 Results o n E <br /> m m o f Soil Description r b Well Construction <br /> az Blows LLE a 2 R Calor,Textura, Moisture,Etc, a y m Details <br /> o N 6,6.6. m to Z rn_ z V U on <br /> Dark yellowish brown(IOYR Neat cement <br /> 414)silty sand,wall SM ; ;• ; grout <br /> 5' 3.5'- rounded,well sorted,vary <br /> 5.5.6 5.0' 1.2 fine grained,moist. <br /> 9. <br /> 8.51- Bentonite <br /> 10' 10-20.27 10.0' 2.2 Grayish brown(10YR 512) <br /> sandy clay,stili. CL 11' <br /> non-plastic.friable, moist. 12' <br /> 2'0 Sch.40. <br /> Dark yellowish brown(10YR PVC,0.02' <br /> 6.0- 416)silty clay,firm,plastic, CL slot well <br /> 15' 7-15.20 15.0' 11800 9.0 moist. <br /> screen <br /> 18.5'• Ctomentina <br /> 20' 9.23-20 20.0' 70 93 sand <br /> Light yellowish brown(10YR <br /> 6/4)sand,subangular to <br /> rounded,moderately SM <br /> Q (6119189) sorted.fine to coarse X. 518'O <br /> 23.5' grained,saturated. Borehole <br /> 25' 10.27.29 25.0' 5 <br /> 30' ample <br /> SIGNA REOFFIE SuRVISOS �.a SIGNAJU E4 EVIEVY .. <br /> SENIQR CEOLOGISI' cAitRNIA C.f+G. I404 <br /> TITLE TITLE <br />