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Project Name: Kearney-KPF Facility Boring Name/No.:
<br /> Project No.: 3242-01 KI-16
<br /> Geologists on Site: Kayvan Ilkhanipour,Nicole Peacock
<br /> Drilling
<br /> Drilling Company: Cascade Start Finish
<br /> Time: Time:
<br /> Drillers: KIM Reviewed by: Steve Dickey 8:30 9:20
<br /> Drilling Method: Hollow Stem Auger Borehole Dia.: Casing: Date: Date:
<br /> Sam lin Method: Drive Sam le 8-10 4 4-Apr-02 5-Apr-02
<br /> Sample No./ Inches Depth in Ft.
<br /> Sample Recoh:. Time Blow Moisture Below ASTM Said - Soil Description/Comments
<br /> depth Inches Counts Content Ground Class
<br /> Driven Surface
<br /> clayey silt,mod dense,compressible,sl plastic 10 YR 5/4 yellowish brown,tr fine
<br /> moist 66.25-67 ML grsand
<br /> Gravel: Sand: tr Silt: 75 Clay: 25
<br /> clayey silt,10 YR 5/4 yellowish brown,plastic,compressible,at mottled color,tr
<br /> organics
<br /> 14 272' 1107 19-20-22 wet 70-72 ML
<br /> ........................................................................................._.............................................................................
<br /> Gravel: Sand: 5-10 Silt: 65 Cla 25
<br /> clayey silt with sand and gravel and a few v,min 1.1-.2')silly sand layers-laminar
<br /> texture,multicolored sand,generally It brownish grey 10 YR 6/2 and some mottled
<br /> yellowish brown 10 YR 5/4,mod dense,compressible,sl plastic,some clay
<br /> 15 2'/2' 1115 15-16-23 wet 75-76.75 ML nodules,small lense of caliche,sand-med gr,some coarse,subrounded,
<br /> spherical. distinct contact at 76.75
<br /> Gravei Sand. 20............ Slit ......6
<br /> 0... Clay 26
<br /> clayey silt,it fine gr subrounded sand,brawn 10YR 5/3,plastic,compressible,at
<br /> dense,all blocky
<br /> wet 76.75-77 ML
<br /> Gra
<br /> _ .......... ...vel:
<br /> ....... ....... Sa.......................................................... .......... .._............_..C....l.a. 25
<br /> ......1.1......1.1.1.1..............
<br /> nd: 5 Silt: 70
<br /> clayey silt with some fine-med gr subrounded sand,brown IOYR 5/3,mod plastic,
<br /> Cont. compressible,some laminar features
<br /> 16 3'2"/5' 1233 moist 80-82 ML
<br /> core
<br /> .........................................................................................................................................................................
<br /> Gravel: Sand: 5 Silt: 60 Clay: 35
<br /> clayey silt,dk yellow brown 10 YR 4/4,blocky texture,mod dense,non plastic,
<br /> sl moist some oxidation and a small lens of yellowish-green organic material.
<br /> to dry 82-85 ML
<br /> Gravel: Sand: Silt: 70 Clay: 30
<br /> sandy siltwith clay,mottled dk yellow brown 10 YR 4/6 and It brownish grey 10 YR
<br /> 6/2, and-fine gr,subangular,mod dense,some caliche lenses,vertical
<br /> 17 1'11'/3.5' 1310 cont. moist 85-88.5 ML wormhole filled with sand
<br /> core
<br /> Gravel: Sand: 15 Silt: 75 Clay: 10
<br /> no recovery
<br /> 18 0/6" 1400 75 88.5-89
<br /> ........................................................................................................................................................................
<br /> Gravel: Sand: Silt: Cla
<br /> sandy clayey silt,brown 10 YR 5/3,sand-subrounded fine-med gr,tr coarse and v
<br /> coarse
<br /> 19 1'51/1'5" 1415 30-38-32 wet 90-90.25 ML
<br /> Gra.......... . ---....... .._.60 ....... .................
<br /> vel: Sand5-10 Silt: 60 Cla : 30
<br /> Comments: continuous core 80-88.5,too hard-begin drive sampling at 88.5
<br /> s AS'O'Ums,wwc. Page 3 of 6
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