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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION OU2-AO16-S4 <br /> _ _OU2 Boring Name __ <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 0565777.18 <br /> GeoProbe za"C�5 Project Number <br /> ISOLATION CASING FROM TO FT ELEVATION AND DATUM TOTAL DEPTH <br /> nla nla <br /> nla 12.0 ft.b s <br /> BLANK CASING FROM TO FT. DATE STARTED DATE COMPLETED <br /> nla nla nla 12114105 12/14/05 <br /> SLOTTED CASING FROM nla TO n/a FT STATIC WATER ELEVATION NORTH <br /> 1� nla nla 2090807.620 <br /> SIZE AND TYPE OF FILTER PACK FROM n/a TO nla FT LOGGED BY EAST <br /> n/a M. McLeod 6294722.790 <br /> SEAL FROM n/a TO n/a FT SAMPLING METHODS WELL COMPLETION <br /> nla Continuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT FROM TO FT. <br /> Neat Cement 0 12 ❑STAND PIPE —.R/—a FT. <br /> SAMPLES BACKFILL DETAILS <br /> oriit USCS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type No Recovery Penetr. Depth Log <br /> & <br /> 8 No. (Feet) Resist. (Feet) <br /> Blows/6" <br /> SANDY SILT(ML)BROWN WITH WHITE SPE <br /> -10-20%FINE-GRAINED SAND,-80%SILT,SOFT,NO <br /> oio.s PLASTICITY <br /> 112 2 PID=186 PPM <br /> 5 <br /> �• sis 10YR <br /> 3.3 Neat Cement — ML 513 <br /> PID=377 PPM <br /> 0 <br /> N- <br /> zz 3.3 10 <br /> w <br /> tont <br /> } <br /> 0 <br /> w <br /> z - <br /> z PID=335 PPM <br /> Y <br /> 0 NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 00 2.BGS:BELOW GROUND SURFACE <br /> m 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 /> 0 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> v UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> F D-2488-93 <br /> z <br /> • O <br /> J <br /> J <br /> 3 <br /> 0 <br /> z <br /> it <br /> 0 <br /> n F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />