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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5-West of Tracks Boring Name ___0U5-A0110-S16 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S. KhaooneUnion Pacific Railroad-Trac <br /> DRILLING METHODS) DRILL BIT(S)SIZE Project Name <br /> GeoProbe 24nches Project Number __ 0565777.18 <br /> ISOLATION CASING FROM TO FT. <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 20.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> ' SLOTTED CASING FROM TO FT. 1/5/06 1/5/06 <br /> n/a <br /> n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT, n/a 2091035.440 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM To FT. M. McLeod 6292451.410 <br /> 1 n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Continuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 1 0 20 ❑STAND PIPE n/a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> Pene <br /> r. <br /> Type Recovery Resist.tDepth ULSoCgS Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Blows/6" (Feet) <br /> SANDY SILT(ML)VERY DARK GRAYISH BROWN TO <br /> 2 FT,LIGHT YELLOWISH BROWN WITH WHITE <br /> ' 10YR SPECKS BELOW,-10-20%FINE-GRAINED SAND, <br /> 3/2 —90-80%SILT,LOOSE,DRY <br /> 2.7 —— <br /> PID=3.2 PPM <br /> 5- <br /> 2.7 ML <br /> PID=4.1 PPM 10YR <br /> 6/4 <br /> to <br /> 0 <br /> p TRACE SCATTERED COARSE-GRAINED SAND <br /> o <br /> Y9/10 2 10 Neat Cement <br /> PID=3 PPM <br /> z <br /> z <br /> z <br /> Y <br /> a' <br /> WELL GRADED GRAVELLY SAND(SW)DARK <br /> 0 ———— <br /> z <br /> GRAYISH BROWN OVERALL WITH LIGHT YELLOWISH <br /> m BROWN,-30%GRAVEL,-25%COARSE-GRAINED <br /> m SAND,-45%MEDIUM-GRAINED SAND,NOOD <br /> PID=7.5 PPM <br /> 0 <br /> 1.7 2.6Y WET AT 14 FT. <br /> Z 4/2 <br /> 0 <br /> 15 SW 10YR <br /> � 6/4 <br /> zz <br /> 0 <br /> J <br /> J <br /> 3 <br /> z <br /> 0 <br /> Do <br /> F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 2 <br />