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- = SOIL DRILLING LOG #8/D- # MW-8 <br /> Page 1 of 2 <br /> McLaren Environmental En /neenn Sampler P PHILLIPS <br /> PROJECT SEBASTIAN[ VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> ELEVATION 14 22' MONITORING DEVICE HNu <br /> SAMPLING DATE(S) 5-24-89 START 1450 FINISH 1630 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT; IR-TH10 <br /> SOIL SAMPLES ARCHIVED; <br /> 'ARBITRARY DATUM OF 20' <br /> Penetration L <br /> CL^ c <br /> o � Results 0 - C' o a <br /> C3 <br /> L) Soil'� m ro E Sod Description m U 2 Well Construction <br /> sows Color, Texture, Moisture,Etc = N a <br /> v cn 6 i m cn f9 z M - 3 Details <br /> V7 2 U 0 fI! <br /> Brown (10YR 513) sand, <br /> rounded, moderately sorted, SP Neat cement <br /> 5' 7-7-8 3 5'- very fine grained, dry <br /> 1 4 grout <br /> 50, <br /> I <br /> - I <br /> Grayish brown (10YR 5/2) 9. <br /> 8 5'_ silty clay, stiff, medium CL <br /> 10 16-26-28 100, 24 Bentonite <br /> plastic, friable, moist 11, <br /> 12' <br /> 2"0 Sch 40, <br /> 13 5'- Yellowish brown (10YR 5/6) PVC, 0 02" <br /> 15' 18-26-32 15 0' 20829 1 8 sandy clay, firm, slightly CL slot well <br /> plastic, brittle, moist screen <br /> 1851- Clementma <br /> 20' 12-18-31 20 0' 1 6 #3 sand <br /> Dario yellowish brown (1 OYR <br /> 4/6) clayey sand, poorly SC <br /> 23 5,_ sorted, rounded, very fine 6 5/8"o <br /> 25' 17-22-40 24 5' 1 8 <br /> grained, saturated Borehole <br /> 28 0' w <br /> 28 5'- Pale brown (10YR 6/3)silty Bentonite <br /> 30' 7-50 g0 0- 26 clay, soft, medium plastic, CL <br /> r 5" elastic, very moist <br /> 1 <br /> SIGNATURE OF F113LD SUPERVISOR SIGNyy�{�E �'iEV1EWE <br /> SENIOR GEOLOGIST CAL IFORNIA C E G. 1404 <br /> TITLE TITLE <br />