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Project Name: Kearney-KPF Facility Boring Name/No.: <br /> Project No.: 3242-01 KI-17 <br /> Geologists on Site: Kayvan Ilkhanipour,Nicole Peacock <br /> Drilling <br /> Drilling Company: CascadeStart 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 /> Sampling Method: Drive Sample <br /> 10 4 1-Apr-02 1-Apr-02 <br /> Sample Nod Inches Depth in Fl. <br /> Recovaratll Blow Moisture Below ASTM Soil <br /> Semple Inches Time Counts FID(ppm) Content around Class Soil Description/Comments <br /> depth Driven Surface <br /> clayey silt, 10 YR 5/4 yellowish brown,some grey clay,blocky <br /> dry 66-67 ML darker organic zones,cohesive <br /> Gravel: Sand: 10 Silt: 60 day: 30 <br /> sand,med gr,tr gravels,10 YR 4/3 brown,loose,saturated, <br /> subrounded <br /> 14 1'5"/2' 1232 collar:0 wet 70-71 SP <br /> .........._.......85 Silt:................................'15.............Cla..... y':. <br /> Gravel: Sand: : <br /> clayey silty sand,10 YR 4/3 brown,loose,sand is subrounded <br /> bag:3.5 wet 71-71.5 ML <br /> GraJel: Sand`. 40 Silti 40 CIay7 20 <br /> clayey silt,10 YR 5/4 yellowish brown,cohesive,Or sand is <br /> subrounded <br /> dry 71.5-72 ML <br /> ................................................................_................................................................................. <br /> Gravel: Sand: 5 Silt: 65 Cla : 30 <br /> sand with silt,mad gr,10 YR 5/4 yellowish brawn,loose, <br /> subrounded <br /> 15 1.571.5' 1240 16-18-18 wet 75-75.5 SM <br /> ._......._............................................................. .. _ ........... <br /> ........... .. ,....'-,_..,...,................... <br /> Gravel: Sand: 60 <br /> Silt: 30 Clay: 10 <br /> clayey silt,10 YR 5/4 yellowish brown,cohesive,darker <br /> dry 75.5-76.5 ML organic zones,tr sand is subangular <br /> Gravel: Sand: 5 Silt: 60 Cla : 35 <br /> clayey silt,10 YR 4/4 dk yellowish brawn,compressible,tr sand <br /> is subrounded <br /> 16 171.5' 1248 15-16-18 dry 76.5-78 ML <br /> .................................................................................................................................................... <br /> Gravel: Sand: tr Silt: 60 Clay: 40 <br /> Uayey silt,10 YR 5/3 brown,v compressible,plastic,soft,tr <br /> 17 17"/2' 1305 16-16-18 moist 78-79 ML sand is subrounded <br /> ................................................................................................................................................... <br /> Gravel: Sand: 10 Silt: 60 Cla : 30 <br /> clayey silt, 10 YR 5/3 brown,blocky,cohesive,dense,firm, <br /> dry 79-80 ML planar micaceous surfaces,tr sand is subrounded <br /> Gravel: Sand: 10 Sllt: 60 Cla : 30 <br /> -- - -�- - Comments: <br /> e nssocurss,a lc. Page 3 of 6 <br /> n.lma',wub�+Me AY�� <br />