Laserfiche WebLink
- <br /> { <br /> Baal <br /> F <br /> SSIMW # MW-10 <br /> = =_ SOIL DRILLING LOG # Q- <br /> _ Pago 1 of 1 <br /> r McLaren Environmental En qineefin2 Sampler: P. PHILLIPS <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> ELEVATION 14.24' MONITORING'DEVICE HNu <br /> _ SAMPLING DATE(S) 6-1-89 STAIN - 1410 FINISH 1630 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL. CONSTRUCTION QETAILS IN REPORT TEXT; MOBILE DRILL 8.61 <br /> SOIL SAMPLES ARCHIVEDMEN ' <br /> 'ARBIIRARY DATUM OF 20' <br /> Penetration <br /> Results o v °a Q- <br /> m m `m ra m E Soil Description m t Well Construction <br /> Q t Blows E m E o 3 a Color,Texture,Moisture,Etc. 'y p Details <br /> tL m 6-6-•g- o_ m m-- Z <br /> Vary dark brown(I OYR 212) <br /> silty sand. sub-rounded to Neat cement <br /> d.0'- rounded,well sorted,fine SM grout <br /> 5' 8-10-9 5.5' 1.8 grained, moist. <br /> ERR 9' <br /> 9.0'- <br /> Bentonite <br /> 7-16-23 10.5' 1.: <br /> Pale brown(10YR 613)clay, 11' <br /> firm,friable, non-plastic, 12' <br /> moist. <br /> �. 2'0 Sch.40, <br /> 14.0'• PVC,0.02- <br /> 15' 7.12-27 15.5' 20850 2.4 slot well <br /> screen <br /> Clementina <br /> #3 sand <br /> j g (6119189) 19.0' Dark yellowish brown(10YR <br /> i 20' 23-25-34 20.5' 3.2 413)sand,sub-rounded to 6 5/8-0 <br /> rounded,moderately sorted, SIN <br /> very line to medium grained, Borehole <br /> saturated. <br /> 24.0'- 2.4- ' <br /> 25' 29-36-39 25.5' 3.0 25' <br /> _ Banionita <br /> Light yellowish brown(10YR Fx <br /> �. 614)sandy clay,very soft, C1- k <br /> plastic,waxy,very moist to <br /> 30' 31V16Y7 31.0' 3 2.0 dry' <br /> 31' 'l T.Q. <br /> SIGNATURE OF FIELD S PER VISOR SIGNA�YREOPREVIEYVER <br /> SENIOR GEOLOGIST CAI3FORNLA C.E.G. 1404 <br /> TITLE TITLE <br />