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' Log of Exploratory Borino <br /> DATE DRILLED: Aril 23 1993 BORING NO.: B-1 <br /> ' BORING DIAMETER: 8 inches DEPTH TO GROUNDWATER: 34.4 feet <br /> PROJECT NUMBER: EK-6032-2 LOGGED BY: PJR <br /> ' PROJECT NAME: McKinley Turnpike Project <br /> Blows Sample Depth U.S.C.S. SOIL DESCRIPTION OVM Water <br /> Per Number Soil (ppm) Level <br /> ' Foot (ft) Group <br /> o – CH Very dark grayish brown Silty CLAY, 80%Clay,20%Silt, scattered <br /> ' gravels, plastic,dry to damp. <br /> 1 - <br /> 1 2 - <br /> 3 - <br /> 4 — — — — — — — — — — — — — — — — <br /> CL Olive brown Silty Sandy CLAY,759/6 Clay, 15%fine Sand, 10%Silt, <br /> ' S – gravels, slightly damp — — — — — — — — — — — <br /> 10 1-1 6 – SC Mottled olive brown and dark yellowish brown,fine Clayey SAND to <br /> ' to fine Sandy CLAY, alternating 50%fine Sand and 50%Clay, moist. <br /> 7 – CL Sample number 1-1. <br /> ' 8 - <br /> 9 – — — — — — — — — — — — — — — — — <br /> SW Dark yellowish brown clean fine SAND, locally medium-grained, moist. <br /> ' 10 – <br /> 23 1-2 11 <br /> 1 12 – CH Olive brown fine Sandy CLAY, 60%Clay,40%Sand, plastic, moist. <br /> to Sample number 1-2. <br /> ' 13 – CL <br /> 14 -- <br /> ' 15 – <br /> 36 1-3 16 CH Mottled olive brown and dark yellowish brown,fine Sandy CLAY to N.D. <br /> to Clayey fine SAND,white leach stains along root casts,friable, <br /> 17 – CL moist. Sample number 1-3. <br /> ' 18 – <br /> 19 – <br /> ' 20 – — <br /> L — —continued—an foll— —owing —page.— — — — — — — — — --- <br /> og <br /> ' Earth Systems'Environmental �� <br /> Reviewed by R.G./C.E. Figure No. A I <br />