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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name 0U2-A014-S3-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 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. 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. n/a 2090582.580 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. M. McLeod 62955082.100 <br /> ' n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT Conti n uous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 12 1 ❑STANDPIPE n/a FT. <br /> SAMPLES Dill BACKFILL DETAILS <br /> ' Type RecoveryPenetr. Depth UISCS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist (Feet) g <br /> BlowsB" <br /> SILT(ML)VERY DARK GRAYISH BROWN WITH <br /> 0/1 <br /> STRONG BROWN STREAKS,-10%FINE-GRAINED <br /> SAND,-90%SILT,STIFF,DRY <br /> 1.5/2.5 2.5 <br /> ' PID=0.2 PPM 2.5Y <br /> 3/2 <br /> M L 7.5YR <br /> 4/6 <br /> 5- <br /> 5/6 <br /> 3.6 Neat Cement —— SILT(ML)BROWN WITH STRONG BROWN <br /> STREAKS,STIFF <br /> 7.5Y 5 <br /> ML 7.5YR a!/ <br /> PID=0.4 PPM <br /> CLAYEY SILT(ML)BROWN WITH STRONG BROWN <br /> STREAKS,STIFF, NO TO LOW PLASTICITY,MOIST <br /> 0 <br /> a <br /> ~0 14/3 <br /> (� 413 <br /> Y OYR <br /> 3.7 10 ML 7.5YR <br /> w 4/6 <br /> } 10/11 <br /> z <br /> w <br /> z 11 FT.PLASTICITY INCREASES TO LOW TO MEDIUM <br /> w <br /> Y <br /> a PID=0.3 PPM <br /> NOTES <br /> ' z 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS: BELOW GROUND SURFACE <br /> m <br /> Co 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> a READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> z <br /> O <br /> J <br /> J <br /> W <br /> 3 <br /> c0 <br /> Z <br /> w <br /> 0 <br /> on F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />