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Log A rY of Ex lorato Bori <br /> ' DATE DRILLED: April 23, 1993 BORING NO.: B-3 <br /> BORING DIAMETER: a inches DEPTH TO GROUNDWATER: 34.5 feet <br /> PROJECT NUMBER: EK-6032-2 LOGGED BY: PJR <br /> ' 1PROJECTINAME: McKinley Turnpike Project <br /> Blows Sam le U.S.C.S. <br /> Per p Depth Soil SOIL DESCRIPTION OVM Water <br /> Foot Number (ft} Group (ppm) Level <br /> 0 – FILL Oil and gravel road surface with base rock. <br /> 1 – <br /> 2 – — — — — — — — — — — — — — — — <br /> CH Very dark grayish brown Silty CLAY,90%Clay, 10%Silt,plastic,stiff, <br /> 3 – damp. <br /> ' 4 – CH Yellowish brown Gravelly Clayey fine SAND to Gravelly fine Sandy Y <br /> CLA , <br /> to alternating 70%Clay and 30%Sand ratio,plastic, locally loose,stiff to <br /> ' 5 – GC hard. <br /> 31 3-1 6 – Sample number 3-1. <br /> ' 7 — — — — — — — — — -- — — — — — — <br /> CH Interbedded yellowish brown fine Sandy CLAY and olive brown Clayey <br /> ' 8 – to fine SAND, 60%to 40%alternating'ratio, local gravel and medium sand <br /> CL lenses, locally loose,frim to stiff,damp. <br /> 9 - <br /> 10 – <br /> ' 20 3-2 11 – <br /> Sample number 3-2. <br /> 12 - <br /> 13 - <br /> 14 - <br /> 15 – <br /> 2 -13 -14 -- <br /> 15 – <br /> 19 3-3 16 Sample number 3-3. <br /> 17 – <br /> ' 18 - <br /> 19 – CH <br /> to <br /> 20 <br /> CL <br /> – — <br /> Log continu—u ed—on foll— —owing pa—a ge.— — — — --- — — — — — — -- <br /> Earth Systems Environmental <br /> O Reviewed b R.G.IC.E.G. A4 <br /> Y Figure No. <br />