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Na <br /> SI31MW 4 "W-10 <br /> _ - SOIL DRILLING LOG # D• <br /> PagA 1 of <br /> i <br /> Samplor: P. PHILLIPS <br /> rvfc[area Environmental En ineenn <br /> P SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> PROJECT HNu <br /> ELEVATION_ 1a.2a MONITORING DEVICE . 1410 FINISH, 1630 <br /> SAMPLING DAYE(S) 6.1-89 STARC ��-- <br /> SAMPLING METHOD HSA SUBCONTRACTOR a EQUIPMENT BI:YLliC DRILLING CO. <br /> MEMO ADDITIONAL_ WELL CONSTRUCTION DETAILS IN REPORT TEXT MOBILE DRILL 8-81 <br /> 50IL SAMPLES ARCHIVED` <br /> r ' 'A B 7 A D U OF 20• <br /> t C 2 <br /> Penetration w o ci <br /> Results = 4 Q m Well Construction <br /> o m m F Soil Description =� s m <br /> z c'N m -6 Details <br /> m <br /> Color,Texture. Mnlstur®,Etc. <br /> aft Blows u` E E n .. ° C7 in <br /> Din 6--6'•6 m sn — �^ x U <br /> Very dark brown(10YR 212) Neat cement <br /> silty sand, sub rounded to <br /> 4.0'- <br /> rounded,well sorted,fine SM grout <br /> 5' 8-10.9 5.5' 1.8 grained,moist <br /> 9' <br /> 9.D'• Bentonite <br /> 10' 7.16.23 10.5' 1.4 11 <br /> Pale brown(t OYR 613)clay, <br /> firm•friable,non-plastic, 12 <br /> moist. 2'0 Sch.40, <br /> PVC,0.02- <br /> t R,O slot well <br /> t5' 7-12 27 15.5 20850 7..4 screen <br /> Clcmentina <br /> _'• #3 sand <br /> 3Z (6119/B9) 19,0. Dark yellowish brawn(10YR `1111 <br /> 20' 23 29 34 3.2 413)sand•sub-rounded to 6 sm•0 <br /> rounded,moderately sorted, 5W <br /> Borehole <br /> very fine to medium grained, <br /> saturated. <br /> 24.0'. 2.Q- i•.1.= <br /> 25' 29.36-39 25.5' 3.0 Bentonite <br /> Light yatlowi3h brown(I OYS <br /> 614)sandy clay,very soft. CL <br /> plastic,waxy,very moist to <br /> d ry. <br /> 30• '01 7 31.01 1 2.0 <br /> 31' T.D. <br /> SIGNATIIRE OF F11VISOR StGNA RE R VI ER <br /> SENIOR GEOLOGIST <br /> CALM)ORNIA C.E.G. 1404 <br /> - TITLE <br /> TITLE <br />