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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5-Boring 134 Area Boring Name OU5-AO110-S2 <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 TOFr. 4.0 ft.b s <br /> n/a _ n/a n/a DATE STARTED DATE COMPLETED <br /> 1 SLOTTED CASING FROM TO FT, 12/7/05 12/7/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT, Na 2091248.450 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. M. McLeod 6292731.370 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO Conti n uous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 1 0 20 ❑STAND PIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill <br /> ' <br /> Type Recove Fenev. Depth USCS ILithologylColor8 Na. (Feet)ry Resist (Feet) Log SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Blows 6" <br /> �.� SILTY SAND/SANDY SILT(ML)PALE BROWN <br /> 010.6 OVERALL, -50% FINE-GRAINED SAND,-50%SILT, <br /> ' gt LOOSE <br /> 10YR <br /> 2n,5 2.8 Neat Cement ML 613 <br /> PID=0 PPM f <br /> t <br /> t 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 /> o <br /> c0 <br /> zZ <br /> W <br /> } <br /> W <br /> Z <br /> Z <br /> Y <br /> > <br /> o_ <br /> O <br /> rn <br /> U` <br /> z <br /> 0 <br /> o <br /> So <br /> m <br /> n <br /> n <br /> 0 <br /> z <br /> 0 <br /> F <br /> ' U <br /> M <br /> K <br /> z <br /> Z <br /> • U <br /> U <br /> J <br /> W <br /> 3 <br /> 0 <br /> z <br /> M <br /> 0 <br /> m F-40.1 <br /> (6-87)(3-88)(8-90) <br /> SHEET 1 OF 1 <br />