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SB/MW # MW-5 <br /> SOIL DRILLING LOG # D- <br /> -- _ Page of 2 <br /> i= McLaren Environmental Engineenng Sampler P PHILLIPS <br /> r <br /> PROJECT SEBASTIANI VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> ELEVATION 14 tai' MONITORING DEVICE HNu <br /> SAMPLING DATE(S) 5-22-89 START 1145 FINISH 1445 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT; IR-TH10 <br /> 'ARBITRARY DATUM OF 20' <br /> Penetration <br /> mV Results <br /> oz v m :a m E Soil Description 2 2 U <br /> s o. m = Well Construction <br /> a. Blows LL E m 'aft 3 � Color, Texture, Moisture,Etc <br /> m cn c � z c `� .6 Details <br /> rp z U C7 q) <br /> Very dark brown (1 OYR 2/2) <br /> silty sand,well rounded, well SM N_ sorted, very fine grained, eat cement <br /> 5' 7-6-6 3 <br /> 0 6 moist grout <br /> 5 0' <br /> Yellowish brown(I OYR 516) <br /> 851- silty clay, firm, non-plastic, CL 9' <br /> 10' 9-8-24 100, 14 friable moist Bentonite <br /> Yellowish brown(1 OYR 514) f i' <br /> clayey sand, well rounded, SC <br /> moderately sorted, very fine 12' <br /> grained, very moist 2"0 Sch 40, <br /> 13 5'- 1 6- <br /> 15' 6-27-27 15 0' 20815 18 Light brownish gray(1 OYR PVC,0 02' <br /> slot well <br /> 612) sandy clay, slightly <br /> plastic, soft, very moist to CL screen <br /> saturated <br /> Q (6119/89) 1851- <br /> 20' 16-21-34 20 0' 06 Yellowish brown 0 OYR 5/6) #3 sand tuna <br /> silty sand,well rounded #3 sand <br /> poorly sorted, very fine SM <br /> grained, saturated <br /> 23 5'- Light yellowish brown(1 OYR 6 5/8"0 <br /> 25' 16-21-27 25 0' 08 614) sandy clay, very stiff, Borehole <br /> CL ;. <br /> highly plastic, moist <br /> 26 5' <br /> Grayish brown(1 OYR 52) <br /> clay, firm, slightly plastic, CL Bentonite <br /> 28 5% <br /> 30' 10-21-4.4 30 0' 1 4 elastic, moist <br /> SIGNATURE OF PIEM SUPEAVISOR + SIGN 7ATURE EVIEW <br /> E <br /> SENIOR GEOLOGIST CALIFORNIA C E G. I404 <br /> TITLE TITLE <br />