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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 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 /> Sampling Method: Drive Sam le 8-10 4 4-Apr-02 5-Apr-02 <br /> Sample No./ Inches Depth in Ft. <br /> Sample Recovered/ Time Blow Moisture Below ASTM Soil Soil Description/Comments <br /> depth Inches Counts Content Ground Class <br /> Driven Surface <br /> sandy clayey silt,brown 10 YR 5/3,sand-subrounded,fine to med gr,b coarse <br /> and v coarse <br /> wet 90.25-91 ML <br /> .___.........._.._......................_.........:........_....... <br /> .............._..___............... <br /> ............... <br /> ........................................... <br /> Gravel: Sand: 25 Silt: 50 Clay: 25 <br /> clayey silt,Or subrounded fine sand,dk yellow brown 10 YR 4/6,some organics <br /> moist 91-91.5 ML <br /> ..........................................Sa ...ilt:................................................................................... <br /> Gravel: Sand: tr Silt: 65 Clay:' 35 <br /> no recovery <br /> 20 0/1.5' 1425 32-33-40 <br /> ......... ..... . ............_. ................ ..................................................... <br /> Gravel: Sand: Silt: Clay: <br /> clayey silt with sand,10 YR 5/4 yellowish brown,organics-laminar features,sl <br /> plastic,compressible,sand is fine gr,subrounded <br /> 21 611.5' 1430 NR moist 91.5-93 ML <br /> _ . .... ........ . . .............. <br /> Graavv el: �Sand 5 Si 70 Cla : 25 <br /> _ clayey silt with sand,10 YR 5/4 yellowish brown,all plastic,compressible,sand is <br /> 22 1'8"/2' 1438 28 <br /> fine to med gr,tr coarse,subrounded <br /> 42-40 wet 93-94.5 ML <br /> .................. ............. _._.. ..... ................. ............ <br /> Gravel: Sand: 15 Silt: 60 Clay: 25 <br /> clayey sill with tr sand and gravel(subrounded),dk yellowish brown 10 YR 4/6, <br /> blocky texture,non plastic <br /> wet 94.5-95 ML <br /> ..........................................................................................ilt:..................................._................................... <br /> Gravel: tr Sand: 5 Silt: 60 Cla 40 <br /> clayey silt with tr sand and gravel(1/8-1/4")(subangular-subrounded),10 YR 5/4 <br /> yellow brown,compressible,sl plastic <br /> 23 1.571.5' 1500 33-44-50 wet 95-95.5 MIL <br /> ................................................................................................................................................................................ <br /> Gravel: <5 Sand: 5 Silt: 70 Cla : 25 <br /> clayey silt,10 YR 4/6 dk yellow brown,laminar features-organics,compressible, <br /> sl plastic,mod dense <br /> moist 95.5-96. ML <br /> ......................................-.....a'n'.........................................................-,-6,5 <br /> --...............3'0'................. <br /> Gravel: Sand: <5 Sill: 65 Cla : 30 <br /> clayey silt,10 YR 5/4 yellow brown,vertical laminar features,some organics,tr <br /> sand-submunded med gr <br /> 24 1'3'71'6" 1512 38-43-48 wet 98'5 ML <br /> 96.75 <br /> .............................................................................................................................................................................. <br /> Gravel: Sand: 5-10 Silt: 55 Cla : 35 <br /> Comments: <br /> a,essoClnT6S,1NC. Page 4 of 6 <br />