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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name __ OU2-A015-3-R <br /> ' DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services S. Khaoone Project Name Union Pacific Railroad -Tracy <br /> • DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24nohes 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. 12.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT, 1/9/06 1/9/06 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT, Na 2090986.550 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. M. McLeod 6295041.910 <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 1 ❑STAND PIPE n/a FT <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Rewwry Resat (Peet) Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> &No. (Feet) Blows/6' <br /> SILT ML DARK BROWN OVERALL WITH <br /> WEATHERED ROCK FRAGMENTS <br /> at.3 <br /> PID=2.1 PPM <br /> 10YR <br /> 1.3 ML 3/3 <br /> SI TO SANDY SILT(ML)BROWN OVERALL WITH <br /> ars WHITE SPECKS,—10%FINE-GRAINED SAND,STIFF, <br /> DRY <br /> 5 <br /> srs <br /> 3.5 Neat Cement <br /> PID= 1.2 PPM <br /> 10YR <br /> ' ML s/3 <br /> 0 <br /> v <br /> o eno <br /> Y 2 10 PID=1.9 PPM <br /> z <br /> w <br /> 0 <br /> w <br /> z <br /> z <br /> Y <br /> a <br /> W NOTES <br /> z 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> n MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> in <br /> 4. PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> o READING <br /> ' 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> r~n D-2488-93 <br /> zw <br /> 0 <br /> U <br /> J <br /> JJ <br /> z <br /> Z <br /> w <br /> 0 <br /> m F-40.1 <br /> (6-87)(3-88)(8-90) SHEET _10F 1 <br />