Laserfiche WebLink
' 40 Log of Exploratory Borer* <br /> DATE DRILLED: April 23, 1993 BORING NO.: B-3 <br /> BORING DIAMETER: 8 inches DEPTH TO GROUNDWATER: 34.5 feet <br /> PROJECT NUMBER: EK-6032-2 LOGGED BY: PJR <br /> PROJECT NAME: McKinley Turnpike Project <br /> ' Blows U.S.C.S. <br /> Per Sample Depth SollSOIL DESCRIPTION OVM Water <br /> Foot Number (ft) Group (ppm) Level <br /> 20- CH Continuation of same material; interbedded yellowish brown fine Sandy <br /> to CLAY and olive brown Clayey fine SAND, locally gravelly and sandy, <br /> 21— CL firm to stiff, damp. <br /> 27 3-4 Sample number 3-4. <br /> ' 22- <br /> 23- <br /> 24- <br /> 25- <br /> 26 <br /> 2-23-24-25-26 3-5 26— Sample number 3-5. N D <br /> 27- <br /> 28 - <br /> 29 - <br /> 30 <br /> 7--28 - <br /> 29 -30 — <br /> Slight increase in moisture. <br /> 31 — <br /> ' 11 3-6 Sample number 3-6. N.D. <br /> 32 — <br /> ' 33 -- CH <br /> to - <br /> 34 — CL _ <br /> ' 35 — SC Blue gray fine to medium Clayey SAND, 90%Sand, 10%Clay, loose,wet. <br /> Sample number 3-7. <br /> ' 16 3-7 36 _ N.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 A5 <br /> O Reviewed by R.G./C.E.G. Figure No. <br />