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SBIMW # MW-8 <br /> SOIL DRILLING LOG # D- <br /> -— Page 1 of _?^___ <br /> McLaren Environmental En lneenn Sampler- P PHILLIPS <br /> PROJECT SESASTIANI 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 1 fi30 <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 o c <br /> o Results <br /> in <br /> m m mE Soil Description Well Construction <br /> a Blows 3 Color, Texture, Moisture,Etc = Details <br /> o cn Em <br /> 6''6-'6- m e to — r U C7 cn <br /> I <br /> Brown(10YR 513)sand, <br /> rounded, moderately sorted, SP Neat cement <br /> very fine grained, dry grout <br /> 5' 7-7-8 3 5'- 1 4 <br /> 5 0' <br /> Grayish brown(10YR 5/2) 9' <br /> 8 5'- silty clay, stiff, medium CL Bentonite <br /> 10' 16-26-26 100, 24 plastic, friable, moist <br /> 11' <br /> 12' <br /> N 2'0 Sch 40, <br /> 13 5'- Yellowish brown (10YR 516) 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 /> 18 5'- Clementina <br /> 20' 12-18-31 20 0' 1 6 #3 sand <br /> Dark yellowish brown (10YR <br /> 4/6) clayey sand, poorly Sc <br /> 23 5'- sorted, rounded, very tine 6 5/8"0 <br /> 25' 17-22-40 <br /> 24 5' 1 8 grained, saturated Borehole <br /> 28 0' <br /> 28 5'- Pale brown (10YR 6/3)silty Bentonite <br /> 30' 7-50 30 0' 2 6 clay, soft, medium plastic, CL <br /> r 5' elastic, very moist <br /> SIGNATUREOFFIRI SUPERVISOR SIGN�7E EVIEEWWEEU CEG 1404 <br /> SENIOR GEOLOGISTIFORNIA <br /> TITLE TITLE <br />