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Protect Name: Kearns -KPF Facility Baring Name/No.:
<br /> Protect No.: 3242.01 KI-17
<br /> Geologists on Site: Kayvan ilkhanipour,Nicole Peacock
<br /> Drilling
<br /> Drilling Company: Cascade Start Finish
<br /> Time: Time:
<br /> Drillers: Kiki Reviewed by: Steve Dickey 10:30 5:00
<br /> Drilling Method: Hollow Stem Auger Borehole Dia.: Casing: Date: Date:
<br /> 10 4 1-Apr-02 1-Apr-02
<br /> Sam lin Method: Drive Sam le
<br /> Sample No./ Inches Depth in Ft.
<br /> Recovered/ Blow (FF I Moisture Below ASTM Soil Soil Description/Comments
<br /> Sample Inches Time Counts FID m Content Ground Class p
<br /> depth Driven Surface
<br /> clayey silt, 10 YR 5/6 yellowish brown,orange oxidized
<br /> 6 1.5'/2' 1120 16-18-18 moist 30-32 ML
<br /> nodules,cohesive,sl compressible,sand is angular
<br /> Gravel: Sand: <10 Sill: 60 Clay: 30
<br /> clayey silt,10 YR 6/4 It yellowish brown,white caliche layers,
<br /> some orange oxidized nodules,laminar surfaces,trace sand is
<br /> 7 2'12' 1125 15-15-18 dry' 35-37 ML subrounded
<br /> . ................. . ................. ..__. ...... ........ .... . ........
<br /> Gravel: Sand: <5 Silt: 70 Cla 25
<br /> clayey silt,10 YR 5/4 yellowish brown,sl compressible,
<br /> cohesive,some caliche layers,sand is subrounded
<br /> 8 1'9"/2' 1130 17-20-19 SI moist 40-42 ML
<br /> ......_.ave.... _... .................. __
<br /> ....... ... ... ......-,...
<br /> Grl.: Sand: 10 Silt: 60 Clay: 30
<br /> clayey silt, 10 YR 5/6 yellowish brown,caliche layers,filled
<br /> warm hole,sl compressible,IT sand is subangular
<br /> 9 15/2' 1135 19-20-21 moist 45-47 ML
<br /> Gravel: Sand: 5 SiIY 60 Cla y: 35
<br /> silt,it sand,tr clay, 10 YR 4/6 dk yellow brown,darker
<br /> organics,cohesive,tr sand is subrounded
<br /> 10 1.572' 1200 16-17-20 wet 50-52 ML
<br /> _ .........._......._..........................................................................................................................
<br /> Gravel: Sand: tr Silt: 90 Clay: 10
<br /> clayey silt,10 YR 5/6 yellowish brown-some brownish grey 10
<br /> YR 512,sandy silt @ 56.5,cohesive,darker organic zones,
<br /> 11 17"/2' 1210 15-16-19 wet 55-57 ML sand is subrounded
<br /> .........................._............................................ilt:......................................................._...........
<br /> Gravel: Sand: 10 Silt: 60 Clay: 30
<br /> silly sand,10 YR 5/4 yellowish brown,loose,sand is
<br /> subrounded,tr clay
<br /> 12 1.5'/2' 1215 17-17-19 wet 60-60.5 SM
<br /> ...........................................................................................................................................
<br /> Gravel: Sand: 50 Silt: 40 Cla : 10
<br /> clayey silt,10 YR 5/4 yellowish broom,Cohesive,sl
<br /> compressible,tr sand is subrounded
<br /> bag:5 moist 60.5-62 ML
<br /> Gravel: Sand: 10 Silt: 60 Clay:' 30
<br /> silty clay,tr sand,IT gravels, 10 YR 5/4 yellowish brown,
<br /> compressible,cohesive,sand and tr gravel are subrounded
<br /> 13 1'5'/2' 1225 15-16-19 moist 65-66 CL
<br /> Gravel: it Sand: 10 Silt: 40 Cla : 50
<br /> � ATE Comments:
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