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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5-East Side Boring Name OW-A019-S9 <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 24nches 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. 12/7/05 12/7/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2091264.150 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT, M. McLeod 6292948.260 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> ' GROUT FROM TO FT Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 04 ❑STAND PIPE n/a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> 9 <br /> S Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery Penetr. Depth Lo <br /> ' 8 No. (Feet) Resist. (Feet) <br /> Blowist. <br /> p qq SILTY SAND/SANDY SILT(ML)PALE BROWN <br /> oio.s OVERALL,-50% FINE-GRAINED SAND,-50%SILT, <br /> LOOSE <br /> 10YR <br /> [2.6 Neat Cement -- ML pp�lqq sra <br /> 2n•5 PID=0 PPM b�d <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 /> ' o <br /> a <br /> o <br /> c? <br /> z2 <br /> W <br /> } <br /> w <br /> W <br /> Z <br /> Z <br /> Y <br /> a <br /> c7 <br /> zU, <br /> z <br /> 0 <br /> o <br /> to <br /> m <br /> n <br /> r <br /> Z <br /> O <br /> N <br /> U <br /> 0z <br /> Z <br /> O <br /> w <br /> w <br /> z <br /> 3 <br /> z <br /> it <br /> 0 <br /> m <br /> ' F-40.1 <br /> (6-87)(3-88)(8.90) SHEET 1 OF 1 <br />