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Project Name: Kearney-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 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 Sample 8-10 4 4-Apr-02 5-Apr-02 <br /> Sample No./ Inches Depth in Ft. <br /> Sample Recovered/ lime Blow MoisWra Below ASTM Soil Soil Descriptiomf Comments <br /> depth Inches Counts Content Ground Class <br /> Dnven Surface <br /> clayey silt,10 YR 5/4 yellowish brown,sl loose,tr subangular fine sand <br /> 8 1'8'/2' 956 17-24-40 sl moist 40-40.5 ML <br /> ............... ..... _...... 1........ ........_ ........_.. <br /> Gravel: Sand: 5-10 Silt: 70 Cla : 20 <br /> clayey silt,It yellowish brown 10 YR 6/4,blocky texture,caliche lenses,In organics, <br /> mod dense towards 42',non plastic <br /> dry 40.542 ML <br /> Gravel: Sand: Silt: 70 Clay: 30 <br /> clayey silt,10 YR 4/4,sl dense,some caliche,some Iithified silt-v dense <br /> 9 272' 1005 17-20-20 dry 45-46 ML <br /> .. ......._ ... ......... ....... ... ............. ............. <br /> Gravel: Sand: Silt: 75 Clay: 25 <br /> clayey silt,10 YR 4/4,more caliche lenses,v blocky texture,same hard organic <br /> nodules,dense <br /> at moist 4647 ML <br /> Gravel: Sand: tr SiIC 65 Cla : 35 <br /> sandy clayey sill,pale brown 10 YR 6/3.plastic,compressible,large lithifed <br /> wet_ caliche fragment,sand-fine,subrounded <br /> 10 2'/2' 1013 19-20-20 (sat) 50-51 ML <br /> ........................................................._...................................ilt:.........................................__............................. <br /> Gravel: Sand: 15-20 Silt: 55 Cla : 25 <br /> clayey silt,2.5 YR 3/4 dk reddish brown,compressible,nonplastic,organic nodules <br /> moist 51-52 ML <br /> ..................................._.................................................... ................................................................................ <br /> Gravel: Sand: tr Silt: 70 Clay: 30 <br /> clayey silt,trace subangular fine sand,organics,sl blocky texture,at plastic, <br /> compressible <br /> 11 272' 1020 20-20-21 moist 55-57 ML <br /> ................................................n'd".........................................................7-0'.........................y:.............................. <br /> Gravel: Sand: r5 SiIC 70 Cla : 30 <br /> silty sand,brown 10 YR 4/3,sand-fine gr,sub angular to subrounded, <br /> 1050 wet multicolored,cleyier section at 61-61.5,compressible <br /> 12 1'9'/2' (break) 19-23-24 (sat) 60-62 SM <br /> Gravel: Sand: 50 Silt: 50 Clay: <br /> siltysand-fine to med gr(mostly medium),tr v.coarse sand.angular to <br /> subrounded,loose,brown with multicolored sand,poorly sorted. Distinct contact <br /> 13 1'10"/2' 1058 16-20-21 (sat) 65-66.25 SM at 66.25 <br /> ..............................................................-................................................................................................................ <br /> Gravel: Sand: 70 Silt: 30 Cla <br /> Comments: <br /> s.AssoclwTcs,uac. Page 2 of 6 <br />