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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> II OU2 Boring Name _ OU2-AO18-S2 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A. Turchilk Project Name Union Pacific Railroad -Tracy <br /> -- <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe z-inohes Project Number 0565777.18 <br /> ' ISOLATION CASING n/a n/a n/a FROM TO FT. <br /> ELEVATION AND DATUM TOTAL DEPTH <br /> ---- - — bgs0 ft. <br /> BLANK CASING FROM TO FT. 4. -- <br /> Il n/a n/a DATE STARTED DATE COMPLETED <br /> ' SLOTTED CASING FROM TO FT. 12/14/05 12/14/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2091099.450 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM To FT. M. McLeod 6294567.450 <br /> ' n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 4 1 ❑STAND PIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drip <br /> USC$ <br /> Type RecoveryPenetr. peth Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist. (Feel) <br /> Blom/6" <br /> SILT ML YELLOWISH BROWN,VERY STIFF AND <br /> 010.52.6Y6/3 BRITTLE, NO PLASTICITY,DRY <br /> 10YR 4/6 <br /> 2 Neat Cement ML <br /> PID=53.7 PPM 10YR <br /> s/4 <br /> ' NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2. BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> ' READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> 0 <br /> 0 <br /> c� <br /> vi <br /> Y <br /> z <br /> W <br /> U <br /> W <br /> z <br /> W <br /> Y <br /> o_ <br /> O <br /> m <br /> O <br /> z <br /> 0 <br /> O <br /> to <br /> to <br /> r <br /> r- <br /> N <br /> O <br /> z <br /> O <br /> ' U <br /> K <br /> Cn <br /> z <br /> O <br /> U <br /> J <br /> J <br /> 0 <br /> z <br /> of <br /> O <br /> m F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF __ 1 <br />