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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5 Boring Name OU5-A019-S18 <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 2-inches 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. 4.0 ft. b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 12/8/05 12/8/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2091589.280 <br /> n/a _ n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. M. McLeod 6292425.690 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> 1 <br /> GROUT FROM TO FT. Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 1 0 4 1 ❑STAND PIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Recovery Penetr. Depth Log Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist. (Feet) <br /> Blows/6" <br /> SANDY SILT WITH GRAVEL(ML)BROWN OVERALL, <br /> o/o.s / 1 -10%GRAVEL 0-0.5 FT; NO GRAVEL 0.5-4 FT;-30% <br /> • FINE-GRAINED SAND,-60%SILT, LOOSE, DRY <br /> AllI <br /> 10YR <br /> 2/25 3.1 Neat Cement ML 4/3 <br /> i <br /> PID=0 PPM <br /> i <br /> i <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 /> g <br /> N <br /> V <br /> I- <br /> Y <br /> 2 <br /> lL <br /> } <br /> O <br /> W <br /> Z <br /> Y <br /> d <br /> O <br /> ofZ <br /> 0 <br /> m <br /> n <br /> n <br /> z <br /> 0 <br /> U <br /> !Y <br /> N <br /> Z <br /> O <br /> U <br /> z <br /> C7 <br /> Z <br /> of <br /> O <br /> La <br /> (-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />