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iBoring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name 01.12-AOU-S2 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A.Turchik Project Name Union Pacific Railroad-Tracy <br /> DRILL BIT(S)SIZE <br /> DRILLING METHOD(S) <br /> GeoProbe 24^che5 Project Number 0565777.18 <br /> ISOLATION CASING - FROM TO FT, ELEVATION AND DATUM TOTAL DEPTH <br /> n/a nla n/a 12.0 ft.b s <br /> BLANK CASING n/a n/a n/a FROM TO FT' DATE STARTED DATE COMPLETED <br /> 114106 114/06 <br /> SLOTTED CASING FROM TO FT. STATIC WATER ELEVATION NORTH <br /> n/a n/a n/a n/a 2091052.820 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. LOGGED BY EAST <br /> n/a nla n/a M.McLeod 6294871.160 <br /> SEAL FROM TO FT. SAMPLING METHODS WELL COMPLETION <br /> n/a FROM nla TO n/a FT Conti nuous-Geoprobe <br /> ❑SURFACE HOUSING <br /> GROUT Neat Cement 1 0 12 1 1 ❑STANDPIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Recovery Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> PenetrDepth Log Lithology <br /> &No. (Feet) Resist. (Feet) <br /> Blows/6" <br /> SILTY SAND/SANDY SILT(SM-ML)YELLOWISH <br /> 0/1.4Pf y BROWN WITH WHITE STREAKS,-50%FINE-GRAINED <br /> g j SAND,-50%SILT,LOOSE,DRY <br /> 1.4415 <br /> 5/6 E�j <br /> SM- 10YR <br /> 3.3 Neat Cement ML 5/4 <br /> PID=0.5 PPM hid <br /> rt{] <br /> 0 <br /> N P19 <br /> � Pb1 <br /> (7 <br /> z 2.8 10 <br /> UJ <br /> f <br /> 1a>> tt 9 <br /> 0 PID=0.3 PPMUJ <br /> P{] <br /> Z <br /> z <br /> Y <br /> a <br /> �? NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> z <br /> 0 2.BGS: BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> N INSTRUMENTS CORPORATION,1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> z READING <br /> -�° 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> + UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> N D-2488-93 <br /> Z <br /> 0 <br /> U <br /> J <br /> W <br /> 3 <br /> m <br /> c� <br /> z <br /> 0 <br /> 0 <br /> mF-40.1 <br /> (6-87)(3-88)(8-90) SHEET OF <br /> 1 1 <br />