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e <br /> Project Name: Kearney-KPF Facility Boring Name/No.: KI-17 <br /> Project No.: 3242-01 <br /> Geologists on Site: Kayvan Ilkhanipour,Nicole Peacock <br /> Drilling Company: Cascadey;.-,�0� <br /> Drillers: Kiki <br /> I,dJ. I i),.i <br /> Drilling Method: Hollow Stem Auger <br /> 5 , C$ s <br /> \ 7, <br /> Sampling Method: Drive Sample <br /> Borehole Dia.: Casing: <br /> I• v <br /> `r <br /> 10 4 <br /> Start Finish <br /> Time: Date: Time: Date: <br /> 10:30 1-Apr-02 5:00 1-Apr-02 <br /> Reviewed by: Stephen Dickey,R.G.,C.E.G. <br /> Sample No I nches Depth in F!. <br /> Recovered/ elow Moisture r ASTM 5pd <br /> Sample Inches Time Counts FID 1ppm) Cpment Below Ground Class apn Oesmpuoev Comments <br /> depth Dnven Surface <br /> asphalt.roadbase <br /> dry 0-.5 <br /> Gravel: Sand: Silt: Clay: <br /> silty sand, 10 YR 5/3 brown,Ir clay,slough from roadbase. <br /> angular <br /> HA 1040 dry .5-3 SM <br /> Gravel: Sand: 60 Silt: 30 Clay: 10 <br /> silty sand, 10 YR 513.brown,tr clay,slough present,angular- <br /> subangular <br /> HA 1045 dry 3-5 SM <br /> Gravel: Sand: 60 Silt: 30 Clay: 10 <br /> sandy silt, 10 YR 613 brown,loose,sand is subangular <br /> 1 1'4"12' 1050 20-20-21 dry 5-7 ML <br /> Gravel: Sand: 30 Silt: 70 Clay. <br /> sandy sill,tr clay, 10 YR 516 brown,loose,sand is subangular, <br /> 2 NR 1055 18-18-20 dry 10-12 ML small caliche layer present <br /> I <br /> Gravel: Sand: 30 Silt: 60 Clay: 10 <br /> sandy silt,tr clay, 10 YR 5/6 brown,sand is subrounded, <br /> 3 15/2' 1100 NR dry 15-17 ML caliche layers <br /> Gravel: Sand:* 25 Silt: 70 Clay: 5 <br /> clayey silt,2.5 Y 5/4 light olive brown,blocky,tr oxidation,tr <br /> 4 1.5'12' 1105 19-20-22 sl moist 20-22 ML organics <br /> Gravel: Sand: 20 Silt: 40 Clay: 40 <br /> clayey silt,10 YR 5/6 yellowish brown,blocky,sand is <br /> 5 1.572' 1110 15-16-19 dry 25-25.5 ML subangular,cohesive,firm <br /> .......................................................-................................................................................... <br /> ...... <br /> Gravel: Sand: 10 Silt: 50 Clay: 40 <br /> sandy silt,tr clay,10 YR 513 brown,sl cohesive,sand is <br /> dry 25.5-27 ML angular <br /> ...11.1--..... ................ ... .............. ...._......... .......... <br /> Gravel: Sand: 30 Silt: 60 Clay: 10 <br /> Comments: <br /> s nssocura.mc. <br /> Page 1 of 6 <br />