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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5 Boring Name OU54019-S10 <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 24ncheg Project Number 0565777.18 <br /> ISOLATION CASING <br /> FROM TO <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASINGFROM TO �' <br /> 4.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASINGFROM TO 1218/05 12/8/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> 1 SIZE AND TYPE OF FILTER PACK FROM LOGGED BY EAST TO FT. n/a 2091046.310 <br /> n/a n/a n/a <br /> M. McLeod 6292942.260 <br /> SEAL <br /> n/a FROM n/a TO n/a FT SAMPLING METHODS WELL COMPLETION <br /> ' GROUT FROM TO FT. Continuous-Geo probe ❑SURFACE HOUSING <br /> Neat Cement 1 0 4 ❑STAND PIPE n/a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> �R.-.-, enetr. Depth U3o9S Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> esist. (Feet) <br /> ovisl5" <br /> SANDY SILT(ML)PALE BROWN OVERALL,—30-50% <br /> oras FINE-GRAINED SAND,—50-70%SILT <br /> 10YR <br /> 2.9 Neat Cement ML 6/3 <br /> 2/2.5 <br /> PID=14.4 PPM <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 /> 0 <br /> N <br /> V <br /> C7 <br /> zZ <br /> W <br /> O <br /> W <br /> Z <br /> Z <br /> Y <br /> a <br /> t7 <br /> z <br /> to <br /> z <br /> O <br /> m <br /> m <br /> r <br /> r` <br /> 0 <br /> z <br /> O <br /> U <br /> lY <br /> N <br /> Z <br /> O <br /> U <br /> J <br /> J <br /> W <br /> Z_ <br /> tY <br /> O <br /> m <br /> (-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />