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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name OU2-AO17-S3 <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 24nche5 Project Number 0565777.18 <br /> ISOLATION CASING FROM TO FT. ELEVATION AND DATUM TOTAL DEPTH <br /> n/a n/a n/a 12.0 ft.b s <br /> BLANK CASING FROM TO FT. DATE STARTED DATE COMPLETED <br /> n/a n/a n/a 12/14/05 12/14/05 <br /> SLOTTED CASING FROM TO FT. STATIC WATER ELEVATION NORTH <br /> ' <br /> n/a n/a n/a n/a 2091004.520 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. LOGGED BY EAST <br /> n/a <br /> n/a n/a M. McLeod 6294648.460 <br /> SEAL FROM TO FT. <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> FROM TO FT. Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT Neat Cement 0 12 ❑STAND PIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Recovery Penetr. Depth Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist. (Feet) <br /> Blows 6" <br /> SANDY SILT(ML)YELLOWISH BROWN WITH WHITE <br /> o/o.s STREAKS,—20%FINE-GRAINED SAND,—80%SILT, <br /> LOOSE,DRY <br /> PID=58 PPM <br /> X. <br /> 1.2 <br /> a/s <br /> 5 <br /> tOYR <br /> 3,2 Neat Cement ML 5/4 <br /> PID=100 PPM <br /> 0 <br /> N <br /> a <br /> 0 9110Y 1.9 10 PID=91 PPM <br /> z <br /> w <br /> i <br /> z <br /> UJ <br /> Z _ <br /> z <br /> Y <br /> NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> co <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION,1990) <br /> 04.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> z READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> S UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> � D-2488-93 <br /> z <br /> 0 <br /> J <br /> J <br /> w <br /> 3 <br /> z <br /> z <br /> it <br /> 01 <br /> F40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />