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a.. . <br /> 4� P <br /> K-11M <br /> SB/MW a : MN/-1 <br /> SOIL DRILLING LOG # D• <br /> Page 1 of 2� <br /> McLaren Environmental Eng0Sampler: P. PHILLIPS <br /> PROJECT SEBASTIANi VINEYARDS LOCATION 4614 W TURNER RD., LORI, CA <br /> ELEVATION 13.99' ' MONITORING DEVICE_HNU <br /> SAMPLING DATE(S) 5.15.89 START 1100 _ FINISH 1500 <br /> SAMPLING METHOD HSA SUBCONTRACTOR & EQUIPMENT BEYLIK DRILLING CO. <br /> MEMO ADDITIONAL WELL CONSTRUCTION DETAILS IN REPORT TEXT; 1R•TH10 <br /> 'ARBITRARY DATUM OF 20' <br /> Penetration <br /> a^ d111111r=tC- <br /> moist. <br /> m <br /> o Aasuits o J aSoil DescriptWel!Construction <br /> E! Ea $ Calor,Texture, MoiM Details <br /> Light yellowish brown(10YR Neat cement <br /> MIL <br /> 5' 7-8-6 3.5'- 0,6 614)clayey sift,sc!t,moist_ grout <br /> 5.0' <br /> 8.5'- 1,g. Light brownish gray(10YA10' 14.28.38 10.0' 2.6 62)sandy clay,soft, Bentonite <br /> meduim plastic,elastic, CL11'12, . <br /> Yellowish Lrown(10YR 516) <br /> silty sand,rounded, <br /> moderately sorted,medium to SM 4•f�1 Sch.40, <br /> 15 7.21.29 15.9' 11805 560 fine grained,very moist. PVC,0.02' <br /> slot well <br /> screen <br /> SZ (6119189) <br /> 18.5'- :•.�•._ Clamentina <br /> 20' 11-28-30 20.0' 200 #3 sand <br /> Brawn(10YF14r3)sand, i'.� <br /> sub-angular to rounded, `'•'' <br /> poorly to moderately sorted SW '• <br /> fine to coarse grained, <br /> saturated. 11 7/8"0 <br /> Borehole <br /> 25 9-12-19 23.5' 12.0 <br /> 25.0' <br /> 28.5'- <br /> 7-13-204.0 <br /> 8.5' — <br /> 30' 7.13.2030.0' 4.0 <br /> i•.t•.5 <br /> S1GNARE OF FIi:LD U RVISOR SIGNATUR p REVVYEFt <br /> SENIOR GEc3LOGIST CALIFORNIA C.E.G. 1404 <br /> TITLE TITLE <br />