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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> -_ OU3 - - - Boring Name OU3-S1 - <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S. Khaoone project Name Union Pacific Railroad -Tracy <br /> -- <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe zananes Project Number 0565777.18 <br /> ' ISOLATION CASING FROM TO FT. <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> - - -- <br /> BLANK CASING FROM TO FT. 8.0ft. b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO' FT. 1/4/06 1/4/06 n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2090995.240 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. M. McLeod 6294235.120 <br /> n/a - n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. <br /> Conti nuous-GeoProbe 0 SURFACE HOUSING <br /> Neat Cement 0 $ ā¯‘STAND PIPE n/a FT <br /> SAMPLES BACKFILL DETAILS <br /> Deli USCS <br /> Type Recovery Pne. <br /> Feet) Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> &No. (Feet) Blows/6" <br /> 10YR SANDY SILT TO SILT(ML)BROWN OVERALL,DRY <br /> on ML 5/3 <br /> ASPHALT DUE TO LOW RECOVERY,BOTTOM <br /> a e9 a DEPTH OF ASPHALT UNKNOWN <br /> 1.4 ,...e. <br /> ' 944 4 2SY <br /> N2/0 <br /> n 0. <br /> PID=3 PPM <br /> _ __ __ ______ <br /> Neat Cement SANDY SILT(ML)BROWN OVERALL,-20% <br /> 0 <br /> FINE-GRAINED SAND -80%SILT SOFT MOIST <br /> 4.5/6.5 5- <br /> 1 OYR 10YR <br /> 3 ML s/3 <br /> I - <br /> NOTES <br /> APPROXIMATE <br /> L R <br /> 1.A LCONTACTS <br /> 2. BGS: BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> U) INSTRUMENTS CORPORATION, 1990) <br /> w 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> } READING <br /> ' w 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> w UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> Y D-2488-93 <br /> 'a 6.ASPHALT FRAGMENTS FROM HIGHER IN BORING <br /> OBSERVED IN 4'-8'LINER.ATTEMPT TO BRUSH <br /> 0 OFF ASPHALT FROM OUTER SURFACE OF CORE <br /> BEFORE CAPPING. <br /> 0 <br /> m <br /> m <br /> 0 <br /> z <br /> 0 <br /> ' U <br /> tY <br /> N <br /> Z <br /> O <br /> J <br /> >J <br /> 0 <br /> _z <br /> (Y <br /> O <br /> m F-40.1 <br /> (8-87)(3-88)(8-90) SHEET 1 OF 1 <br />