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Ink= OEM <br /> SOIL DRILLING LOC #stD- 4 MW-2 <br /> a Page t of 2 <br /> McLaren Environmental Engineering Sampler:P. PHILLIPS <br /> PROJECT SE13ASTIANI VINEYARDS LOCATION 4614 W TURNER RD., LODI, CA <br /> ELEVATION 14.65' MONITORING DEVICE HNU <br /> SAMPLING DATES) 5.15.89 START 1515 FINISH 1 800 <br /> SAMPLING METHOD HSA SUBCONTRAOTOR & EQUIPMENT BEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT: IR•TH10 <br /> 'ARBITRARY DATUM OF 20' <br /> Penetration L c <br /> Results <br /> ® m71 Sail Description r rn Well Construction <br /> r_ M Blows u- E a $ Color.Texture,Moisture,Etc. '� L Details <br /> Cr'n 6'"6''6• m to " N— = Cy <br /> Dark yellowish brown(10YR <br /> 314)clayey silt, moist. ' Neat cement <br /> grout <br /> 5' 8-14.11 3.5'- 2.2- <br /> 4.0 <br /> Dark brown(I OYR 3/d)silty <br /> sand,rounded,well sorted, SM ' <br /> 1.2 fine grainod,moist. 9' <br /> 10' 6-6-7 10.0' Bentonite <br /> 11' <br /> Brown(I OYR 513)silty clay, 12 <br /> firm,slightly to non plastic, CL 2*0 Soh.40. <br /> 13.5'- friable,very moist. PVC,0.02' <br /> 15' 7-19-26 15,0' 118064 4.5 slot well <br /> screen <br /> SZ (6119189) <br /> 18.51- 4.0- Clementirra <br /> 20' 11-11.12 20.0' 6.6 03 sand <br /> Light yellowish brown(1 OYR <br /> 614)clayey sand,well SM <br /> rounded,well sorted,very <br /> 23.5' 6.0- line grained,saturated. 6518-0 <br /> 25' 11-19-17 25.0' ^ Borehole <br /> 3p' No. le <br /> 4.P_ aZc.4� <br /> MIGNATU E OF FIELD UPE VISOR SIG. RE gy REVI R <br /> SENIOR GEOLOGIST FORMA C.E-G. 1404 <br /> TTI1J< TITLE <br />