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SOIL DRILLING LOG SB/MW # Mw.s <br /> Page 1 Of 2 <br /> _ - McLaren Environmental Engineenng Sampler P PHILLIPS <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W. TURNER RD., LODI, CA. <br /> ELEVATION-1434' MONITORING DEVICE HNU <br /> SAMPLING DATE(S) 5122189 START 1 500 FINISH 1700 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT13EYLIK DRILLING <br /> MEMO_ ADDITIONAL WELL CONSTRUCTION DETAILS 1N REPORT TEXT, CO IR-TH10 <br /> 'ARBITRARY DATUM OF 20' <br /> Penetration <br /> m <br /> Results m c ° 0 a <br /> m `-r �� <br /> m u m a m E Soil Description .� Cn Borehole Abandonment <br /> a� Blows U E m n Calor, Texture, Moisture,Etc a <br /> CD c i 6"-6"-6" m co c E5 t7 cn <br /> Dark brown (10YR 4/3)sihy <br /> sand, rounded, moderately <br /> 3 5- sorted, medium to fine grained, SM Neat <br /> 5' 7-8-11 so 1 8 very moist cement <br /> grout <br /> Pale brown (10YR 6/3)clay, 9. <br /> 8 5'- stiff, medium plastic, friable, <br /> 10 24-37 44 10 0` 2 B slightly moist CL $entonrte <br /> For 11' <br /> 12' <br /> Clementma <br /> 13 5. Dark yellowish brown (10YR #3 sand <br /> 15' 16-34-40 15 0' 20818 56 4/6) sandy clay, firm, slightly CL <br /> plastic, battle, very moist 6 5/8"0 <br /> Borehole <br /> Yellowish brown(10YR 514) <br /> (6/19189) silty sand, moderately sorted, SM <br /> _ 16-50- 18 5' 116- rounded, very fine grained, <br /> 20' FOR 5" 195, 152 saturated <br /> 2'0 Sch <br /> 40, PVC, <br /> Dark brown(10YR 313) 0 02"slat <br /> 23 5' <br /> sand, sub-rounded, well SW wail screen <br /> 25' 16-32-44 25 0' 118 sorted, medium to coarse <br /> grained, saturated <br /> 28' <br /> 20 0' Yellowish brown(10YR 516) <br /> 30' i 0-50 30 5' S 1 silty clay, soft, slightly CL Bentonite <br /> plastic, very moist i <br /> SIGNAIUREOFFIEL17SUPERVISOR SIGNATIORE O VIEWE <br /> SENIOR GEOLOGIST }NIA C E G 1404 <br /> TITLE TITLE <br />