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Pra ect Name: Kearney-KPF Facility Boring NamelNo.:
<br /> Pro'ect No.: 3242-01 KI-16
<br /> Geologists on Site: Kayvan llkhanipour,Nicole Peacock
<br /> Drilling
<br /> Drilling Company: Cascade Start Finish
<br /> Time: Time:
<br /> Drillers: Kiki Reviewed by: Steve Dickey 8:30 9:20
<br /> Drilling Method: Hollow Stem Auger Borehole Dia.: Casing: Date: Date:
<br /> Semolina Method: Drive Sam ie 8-10 4 4-Apr-02 5-Apr-02
<br /> Sample N, Inches Depth in Ft
<br /> Sample Recovered/ Time Blow Moisture Below ASTM Soil Soil Descriphonl Comments
<br /> depth Inches Counts Content Ground Class
<br /> Driven Surface
<br /> clayey silt,same as above,some blocky areas
<br /> high moist to 170-
<br /> 32 13"11.5' 1645 blow wet 111.5 ML
<br /> counts
<br /> Grav11 el: Sand: <5 Silt: 65 Cla : 35
<br /> same,less organic particles,not blocky
<br /> 33 4"/1.5' 1700 wet 1112! ML
<br /> .........a.......................................................................... . ...
<br /> .................... C...la..a :'................................................
<br /> Grvel: Sand: <5 Silt:.... 65 35
<br /> sandy,clayey silt,subangular med gr sand,tr coarse and fines,compressible,
<br /> plastic,brown 10 YR 5/3
<br /> wet 112-113 ML
<br /> .........................._.............................
<br /> ..................
<br /> .........................................._.................
<br /> ......
<br /> ....
<br /> ..........
<br /> Gravel: Sand: 30 Silt: 55 Clay: 15
<br /> sand,med gr,multicolored,tr fine and coarse gr,subrounded-subangular,tr silt,
<br /> 810 loose,general color-brown 10 YR 4/3
<br /> 34 6"/2'
<br /> 415102 ',vet 113-115 SW
<br /> Gravel: Sand: 95 Silt: 5 Cla
<br /> sand,med gr with 5-10%coarse gr(2-3 mm),subrounded,loose,multicolored
<br /> _ sand,tr silt,small layer of clayey silt(114"thick)
<br /> 35 3.5'71.5' 825 wet 115 SW
<br /> 116.5
<br /> Gravel: Sand: 90 Silt: 10 Clay:
<br /> sand,med gr,some fine and coarse gr,yellow-brown,sand is fine to med gr
<br /> towards 118',micaceous,subangular sand,tr sill,multicolored,clump of clayey silt
<br /> 36 6"11.5' 842 wet 1168 Sp on top of sample(1-1.5"thick)
<br /> ....... _ ............... ... ... ..................
<br /> Gravel: Sand: 95 --- Silt 5 Clay:
<br /> sand,fine to med gr(mostly fine),with silt,loose,brown(10 YR 5/3),clayey silt
<br /> clumps,h coarse gr sand(«S%),tr v coarse,subangular
<br /> 37 812' 900 wet 118-119 SP
<br /> ................................................................................................................................................................................
<br /> Gravel: Sand: 90 Sill: 10 Cla
<br /> silty clay,dense,at compressible,plastic,brown 10 YR 5/3,some mica,blocky
<br /> texture towards bottom of sample
<br /> moist 119-120 CL
<br /> .................................................................................................................................._...........................................
<br /> Gravel: Sand: Silt: 45 Cla : 55
<br /> clayey silt,dense,v blocky texture,sl plastic,brown 10 YR 5/3,tr sand is
<br /> subrounded,some yellow organic material
<br /> 38 1'2"/1.5' 915 sl moist 120 ML
<br /> 121.5
<br /> ..............................................................................-.................._..................................................,..................
<br /> Gravel: Sand: 5 Silt: 55 Clay: 40
<br /> _ 1 Comments: Driller said he fell a distinct change in drilling at 119'
<br /> a,nssoclnrFs,cac.
<br /> Well screened 111-121 Page 6 of 6
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