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x fNEffleAl <br /> K � <br /> 1 <br /> F <br /> = <br /> SOIL DRILLING LOG #Bi D- # taw.$ <br /> Page 1 of 2 <br /> McLaren Environmental EngineeringSampler: P. PHILLIPS <br /> PROJECT SEBASTIANI VINEYARDS LOCATION_,_, 4614 w TURNER RD., LODI, CA <br /> ELEVATION 14.22' MONITORING DEVICE HHu <br /> SAMPLING DATES) 5-24-89 START 1450 FINISH 1630 <br /> SAMPLING METHOD HSA SUBCONTRACTOR S EQUIPMENT SEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT; IR-TH10 <br /> SOIL SAMPLES ARCHIVED; <br /> 'AR€1ITRARY DATUM OF 20' <br /> Penetration <br /> q Results ' a a m <br /> 2L <br /> Co a m E Soil Description m U St m <br /> Blows o a $ Color,Texture,Maisture,Etc. a Well Construction <br /> O y 6'-6"-8' m y c E o z' � V m -6 Details <br /> r!1 2 U (7 VJ <br /> Brown(10YR ar3►sand, <br /> rounded,moderately sorted, Sp Neat cement <br /> very fine grained,dry. grout <br /> 5' 7.7-8 13.51- l,e <br /> 8.51- Grayish brown(10YR 512) g. <br /> 10' 16 26-26 t0.0' 2 4 silty clay,Stift,medium C1 3 Bentonite <br /> Plastic, friable, moist. <br /> 11' " <br /> 12 <br /> 2'0 Sch.40, <br /> 13.5'- Yelbavish brown(10YFi 516) PVC,0.02- <br /> 15' 18.26.32 15.0' 20829 1.8 sandy clay,firm,slightly CL sfatweli <br /> plastic, brittle,moist. screen <br /> 20' 12-18-31 20.0' 1.6 Cfementina <br /> #3 sand <br /> Dark yellowish brown(10YR <br /> 416)clayey sand,poorly SC <br /> 23.5- sorted,rounded,very fine 6 ,0 <br /> 25' 17-22-40 24.5' 1.8 grained,saturated Borehole <br /> 28.0 k <br /> 28,5'. Pala brown(1OYR W)siYy Bentonite <br /> 30' 7-50 30,0' 2 6 clay,soft,medium plastic. CL <br /> r5' elastic,very moist. <br /> SlGNA'n IRE OF F1 5 ERVlSOR SIGNF, TF= "EVIEW-- <br /> SIiNiOI2 GEOT-OCIST CALIFORNIA C.E.C. 1404 <br /> TITLE TITLE <br />