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Prcdect Nathn: Kearney-KPF Facility Boring Name/No.: KI-16 <br /> Project No.: 3242-01 <br /> Geologists on Site: Kayvan Ilkhanipour,Nicole Peacock �NGNN EER/AG <br /> Drilling Company: Cascade Q EN C FQ <br /> Drillers: Kiki �- <br /> U No. 1070 <br /> Drilling Method: Hollow Stem Auger <br /> Exp7)-31 D3 .� <br /> Sampling Method: Drive Sample <br /> Borehole Dia.: Casing: saT t" E <br /> 8.10 4 <br /> Start Finish <br /> Time: Date: Time: Date: <br /> 8:30 4-Apr-02 9:20 5-Apr-02 Reviewed by: Stephen Dickey,R.G.,C.E.G. <br /> Sample Nod Inches Depth In Ft. <br /> Sample Recovered/ Time Blow Moishms Below ASTM Soil Soil Descdptioni Comments <br /> depth Inches Counts Content Ground Class <br /> Driven Surface <br /> clayey silt,dk brown 7.5 YR 3/4,trace sand,organics-laminar features, <br /> compressible <br /> HA Si moist 0-5 ML <br /> ...1111 ............. 1111..._ 1111__... 1111.... 1111.. <br /> Gravel: Sand: 5 Silt: 70 Clay: 25 <br /> silt,dk yellowish brown 10 YR 4/6,trace sand-subangular <br /> 1 1'10"/2' 856 20-20-21 sl moist 5-7 ML <br /> Gravel: Sand: 5 Silt: 95 Clay: <br /> clayey silt,yellowish brown 10 YR 5/4,mottled with grey,clay nodules, <br /> 2 6"/12" 910 27-50 dry 10-11 ML some organics,tight,mod dense,trace sand-subrounded <br /> ........_ 1111. 1111............. 1111... 1111___ 1111.__......... <br /> Gravel: Sand: <5 Sill: 80 Clay: 20 <br /> silt,yellowish brown 10YR 5/4,trace sand <br /> 3 1'10"/2' 917 20-23-26 sl moist 15-16.5 ML <br /> 1111 ........... ...._......... 1111 ....... .........._.-. .._.......... <br /> Gravel: Sand: <5 Silt: 95 Clay: <5 <br /> silt,with clay,trace sand,yellowish brown 10YR 5/4 <br /> sl moist 16.5-17 ML <br /> 1111 ......._... ._........___. .. . . ......_.... _.......... 1111.__ _....__.. <br /> Gfavel: Sand: tr Silt: 85 Clay: 15 <br /> clayey silt,yellowish brown 10YR 5/4,tr subrounded fine sand,tr organics, <br /> 4 0"O' 925 '5.17-21 moist 20-22 ML fairly loose <br /> ................................................................................................... ..................... <br /> Gravel: Sand: 5 Silt: 80 Clay: 15 <br /> clayey sandy silt with dense clay nodules,dk yellowish brown 10 YR 4/6, <br /> sand-subrounded to subangular,trace caliche,fairly loose <br /> 5 1'10"/2' 932 16-17-20 moist 25-27 ML slightly less sand at 26-27' <br /> ............................................................................................................................................................................. <br /> Gravel: Sand: 15 Silt: 70 Clay: 15 <br /> clayey silt,sl blocky texture,tr fine gr sand-angular,dk yellowish brown <br /> 10 YR 4/6,some oxidation and organics,non plastic,sl compressible,fairly <br /> 6 272' 938 19-20-18 dry 30-32 ML loose <br /> Gravel:.....................................S.........and: tr Silk 70.......................................................7-01...............Cl.....ay...11..1.1.3..0..................... <br /> : <br /> silt,tr sand(fine,subangular),tr day,loose,10 YR 5/4 yellowish brown, <br /> some caliche lenses at 35-36' <br /> 7 1'8"/2' 945 16-19-20 moist 35-37 ML <br /> . . ....._..... .. ... ............ ............ ....._....._,._. ..______. ..______. <br /> Gravel: Sand: 5 Silt: 85 Clay: 10 <br /> Comments: <br /> Page 1 of 6 <br /> 6 ASSOCIATES.INC.I <br />