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Log of Exploratory Borine <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 Pr"lett <br /> 1 <br /> BlowsU.S.C.S. <br /> Per Sample Depth Soil SOIL DE=SCRIPTION OVM Water <br /> Foot Number (ft) Group (ppm) Level <br /> ' 20— CH Continuation of interbedded and mottled olive brown and dark yellowish <br /> to brown fine Sandy CLAY to Clayey fine SAND, stiff,friable,damp to <br /> 21— CL moist. Sample number 1-4. <br /> 31 1-4 N.D. <br /> ' 22- <br /> 23- <br /> 24- <br /> 25- <br /> 22 <br /> 2-23-24-25-22 1-5' 26 N.D.Sample number 1-5. <br /> 27 - <br /> 28 - <br /> 29 - <br /> 30 <br /> 7 - <br /> 2829 -30 — <br /> CH Predominantly fine Sandy CLAY matrix with local fine Sand interbeds. <br /> ' 16 1-6 31 — to Sample number 1-6. N.D. <br /> CL <br /> 32 — <br /> 33 — <br /> 34 — <br /> ~ <br /> 35 — SW Blue gray fine to medium SAND, loose,wet. <br /> Sample number 1-7. <br /> 1 28 1-7 36 _ SN.D. <br /> 37 — Boring terminated at 36.5 feet. <br /> ' Groundwater encountered at 34.4 feet. <br /> 38 — <br /> ' 39 — <br /> 40 — <br /> ' Earth Systems Environmental <br /> Reviewed b R.G./C.E.G. A2 <br /> Y Figure No. <br />