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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 _ Boring Name OU2-AO14S3 <br /> ' DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A.Turchik Project Name Union Pacific Railroad-Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 2-Inches Project Number 0565777.18 <br /> ' ISOLATION CASINGn/a FROM n/a TO n/a — <br /> ELEVATION AND DATUM TOTAL DEPTH <br /> FROM TO <br /> BLANK CASING 12.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> LOTTED CASING 12/14/05 12/14/05 <br /> S <br /> n/a FROM n/a TO n/a FT. <br /> T STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK n/a n/a n/a LOGGED BY EAST FROM TO FT. n(8 2090582.580 <br /> SEALFROM TO FT. M. McLeod 6295082.100 <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 12 ❑STAND PIPE n/a FT <br /> SAMPLES Drill BACKFILL DETAILS <br /> Type RecoPenetr. Depth ULo9S Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> ' &No. (Feet)very Resist. (Feet) <br /> Blows/6"t. <br /> SANDY SILT(ML)BROWN AND STRONG BROWN, <br /> 0/0.5 -20%FINE-GRAINED SAND,-80%SILT,LOOSE,NO <br /> PLASTICITY,DRY <br /> 1.7/2.7 2.7 <br /> ' PID=244 PPM <br /> ' ML <br /> 5 <br /> sls 15/3 <br /> s/3 <br /> 3.4 Neat Cement — 7.5YR <br /> 4/s <br /> PID=160 PPM <br /> o <br /> CLAYEY SILT(ML)BROWN WITH STRONG BROWN <br /> a ROOT MOTTLES,VERY STIFF,LOW PLASTICITY, <br /> MOIST <br /> Y4 10 <br /> z <br /> W ML <br /> }Z_ <br /> 10/11 <br /> z <br /> w <br /> z <br /> Y <br /> 'a PID=334 PPM <br /> NOTES <br /> ' z 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> M <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 0 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> z READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> ' UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> z <br /> o <br /> U <br /> J <br /> J <br /> W <br /> 4'f <br /> CD <br /> Z <br /> of <br /> O <br /> m(-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />