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Pro'ect Name: Kearns -KPF Facility Boring Name/No.: <br /> Pro'ect No.: 3242-01 KI-16 <br /> Geologists on Site: Kayvan Ilkhanipour,Nicole Peacock <br /> Drilling <br /> Drilling Company: Cascade Start I 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 /> Sam lin Method: Drive S nintle 8-10 4 4-Apr-02 5-Apr-02 <br /> Sample Na./ Inchea Depth in Fl. <br /> Sample RecovereN Time Blow Moisture Below ASTM Soil Soil DescriplioN Comments <br /> depth Inches Counts Content Ground Class <br /> Driven Surface <br /> clayey silt,10 YR 4/6 dk yellow brown,tr organics,mod dense,at comp,sl plastic, <br /> at blocky texture <br /> moist 96.75-98 ML <br /> Gravel: Sand: Silt: 75 Clay: 25 <br /> same,more sand <br /> 25 1'5"/2' 1525 50 50 L <br /> 50 moist 98-100 M <br /> ......................................................................_..............................7,0'............................................................... <br /> Gravel: Sand: 5 Silt 70 Cla : 25 <br /> clayey silt,10 YR 5/4,yellow-brown,organic particles throughout,dense,sl plastic <br /> high 100- <br /> 26 11"/1.5' 1537 blow moist 1015 ML <br /> counts <br /> .... ..... ... .... .. .. ......... ...... ...... .. <br /> Gravel: Sand: Silt: 70 Cla : 30 <br /> clayey silt with tr sand(mostly fine,some subrounded med sand),10 YR 4/6 dk <br /> yellow brown,organic particles,vertical layers of lighter color material,mod dense, <br /> 27 171.5' 1545 moist 10103 ML at compressible <br /> .............................................................................. ....................................... <br /> Gravel: Sand: 5 Silt: 60 Clay: 35 <br /> same,except no vertical layers <br /> 28 1.572' 1558 moist 103-104 ML <br /> Gravel: Sand: 5 Silt: 60 Cla : 35 <br /> clayey silt with tr fine gr sand,10 YR 5/4 yellow brown,micaceous,some small <br /> oxidized zones,compressible <br /> v moist 104-105 ML <br /> ........................................................................_......................................................... ...........__.................... <br /> Gravel: Sand: 5 Silt: 70 Clay: 25 <br /> clayey silt,tr sand,subrounded,10 YR 5/4 yellowish brown,some organic <br /> partides,clay nodules,some sandy areas,mod dense,compressible <br /> 29 7"/1.5' 1608 moist 105 ML <br /> 106.5 <br /> ......................................................................................... ............................................................................... <br /> Gravel: Sand: 5-10 Silt: 65 Clay: 25 <br /> clayey silt,trfne subrounded sand,some mica,10 YR 4/4 dk yellowish brown, <br /> some organic particles,compressible,mod dense <br /> 30 9.5"/1.5' 1618 moist 1065- <br /> 108 ML <br /> ...._.............................................................................._....................................................................................... <br /> Gravel: Sand: <5 Silt: 70 Cla y: 30 <br /> clayey silt,same as above <br /> 31 11"/2' 1626 moist 108-110 ML <br /> .......................................... ._.................................... .........__....... <br /> ........... <br /> ...........__......................... <br /> Gravel: Sand: <5 Silt: 70 Clay: 30 <br /> Comments: <br /> s.essocwTFs.Lac. Page 5 of 6 <br />