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' • Log of Exploratory Bork* <br /> DATE DRILLED: Aril 23 1993 BORING NO.: B-7 <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 S.C.S.. <br /> U <br /> Per Sample Depth soil SOIL DESCRIPTION OVM Water <br /> ' Foot Number (ft) Group (ppm) Level <br /> 0 — CH Very dark brown to dark grayish brown CLAY with minor Silt and fine <br /> ' Sand, 95%Clay, 5%Silt adn fine Sand, scattered gravel, plastic,stiff, <br /> 1 _ damp to moist. <br /> 3 — <br /> ' 4 — CH Dark yellowish brown fine Sandy CLAY to Clayey SAND, 70%to 80% <br /> to Clay, 20%to 30%Sand, local silt and medium sand lenses, plastic, <br /> 5 — SC firm to stiff,damp to moist. <br /> 22 7-1 6 <br /> ' Sample number 7-1. <br /> 7 — <br /> g _ <br /> ' 9 — <br /> ' 10 — CH <br /> to Continuation of same material. <br /> 29 7-2 1 — SC Sample number 7-2. <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 — <br /> ' Earth Systems Environmental <br /> Reviewed by R.GJC.E.G���Figure No. All <br /> t <br />