Laserfiche WebLink
SBIMW # MW-9 <br /> -_- SOIL DRILLING LOG Page. Of <br /> —Y McLaren Environmental En 9 9 ineenn sampler P PHILLIPS <br /> _ <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD , LODI, CA <br /> ELEVATION 13.41' " MONITORING DEVICE HNu <br /> SAMPLING DATE(S) 6-1-89 START 0920 FINISH 1230 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT MOBILE DRILL B-61 <br /> SOIL SAMPLES ARCHIVED; <br /> 'ARBITRARY DATUM OF 20' <br /> Penetration LQ— c <br /> o a <br /> �, as m <br /> m Results a ' -0 A _j E <br /> oa @ mg Sod Description 2 2 r Well Construction <br /> n Blows" m CL a am_ Color, Texture, Moisture,Etc U ,� Details <br /> C7 u� <br /> Dark yellowish brown (10YR <br />' 4/6) silty sand, rounded, fine SM Neat cement <br /> 3s,- to very fine grained, well grout <br /> 5 7-8-11 so, 24 sorted, moist <br /> r - <br /> 9 0' 9' <br /> 6 Bentonite <br /> 10' 11-14-26 100, 1 <br /> Dario yellowish brown (10YR 11' <br /> 4/4) clayey silt, slightly Ml <br /> plastic, moist 12' <br /> 2"0 Sch 40, <br /> 14 0'- PVC, 0 02' <br /> 15' 19-37.44 ISO- 20844 1 0 Brownish yellow (10YR 616) slot well <br /> silty sand, rounded, very SM screen <br /> fine grained, very moist <br /> Clementine <br /> Q (6/19/89) #3 sand <br /> 1901- Brown (10YR 4/3)silty <br /> 20' 6-7-19 20 0' 32 sand, sub-rounded to <br /> rounded,fine to medium SW 6 5/8'0 <br /> grained, saturated Borehole <br /> 24' <br /> 17-29-50 24 0'- <br /> 25' for 2" 25 0' 12 <br /> Brown (10YH 5/3)clay,firm, Bentonite <br /> non-plastic, brittle, dry to CL <br /> slightly moist. <br /> 27 5'- 29' T D <br /> go <br /> 30' 47 for 12" 29 0' 20845 0 8 r F <br /> j-'N' ]---% <br /> I - I <br /> SIGNATURE OF FIELD UPE VISOR SiGNATU E O VIEW <br /> SENIOR GEOLOGIST CAL DFORNIA C E G. 1404 <br /> TITLE TITLE <br />