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1 • Log of Exploratory Bori <br /> ' DATE DRILLED: April 23, 1993 BORING NO.: B-2 <br /> BORING DIAMETER: 8 inches DEPTH TO GROUNDWATER: <br /> PROJECT NUMBER: EK-6032-2 LOGGED BY: PJR <br /> PROJECT NAME: McKinley Turnpike Project <br /> ' Blows <br /> Sample Depth U.S.C.S. <br /> Per Number (t Soil SOIL DESCRIPTION OVM Water <br /> Foot Group (ppm) Level <br /> 0 -- CL Dark grayish brown Sandy Gravelly CLAY, 70%Clay,20%Sand, <br /> 5%Silt, 5%Gravel, dry to damp. <br /> 1 <br /> 2 –– <br /> Red brick in cuttings at 2 feet. <br /> — — — — — — — — <br /> 3 – CL Grayish brown Silty CLAY,85%Clay, 15%Silt, hard,damp. <br /> ' 4 — --- — — -- — — — -- — -- - — — — — — <br /> CH Interbedded yellowish brown fine Sandy Clay, 75%Clay, 25%fine Sand <br /> 5 – to and olive brown fine Clayey SAND, 75%Sand,25%Clay,plastic, locally <br /> Sc gravelly,firm to hard, moist. <br /> 42 1-1 6 – Sample number 2-1. <br /> ' 7 - <br /> 8 - <br /> 9 – <br /> ' 10 – CH Continuation of same material. <br /> 11 – to <br /> 78 1-2 SC Sample number 2-2. <br /> ' <br /> 12 – Boring terminated at 11.5 feet. <br /> No groundwater encountered. <br /> ' 13 – <br /> 14 - <br /> 15 – <br /> ' 16 -- <br /> 17 – <br /> ' 18 – <br /> ' 19 – <br /> 20 –L—L <br /> ' Earth Systems Environmental <br /> L0 Reviewed by R.G./C.E.4��Z ozz� Figure No. A3 <br /> 1 <br />