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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION OU1 Boring Name _ 0U1 A0l3S9 <br /> DRILLING COMPANY GRILLER <br /> A.TUrchik Project Name Union Pacific Railroad-Tracy <br /> Vironex Env. Field Services j <br /> • DRILLING METHOD(S) DRILL BITS)SIZE 0565777.18 <br /> GeoProbe 24"0'5 Project Number <br /> ISOLATION CASING FROM nla TO nla FT FDATE <br /> ION AND DATUM TOTAL DEPTH <br /> n1a 12.0 ft.bas <br /> BLANK CASING FROM nla TO nla FT TARTED DATE COMPLETED <br /> nla 12115105 12115/05 <br /> SLOTTED CASING FROM nla TO n/a WATER ELEVATION NORTH <br /> nla n/a 2091356.780 <br /> SIZE AND TYPE OF FILTER PACK FROM nla TO n1a FT. LOGGED BY EAST <br /> nla M.McLeod 6295296.550 <br /> SEAL FROM TO FT'nla nla SAMPLING METHODS WELL COMPLETION <br /> nla FROM TO FT Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT 0 12 ❑STAND PIPE n1a FT. <br /> Neat Cement <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS Litholoyy Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Recovery Resist. <br /> Depth Log <br /> No.No. Resist. (Feet) <br /> 8 <br /> Blows/6" SANDY SILT(ML)BROWN WITH WHITE SPECKS, <br /> -10%FINE-GRAINED SAND,-90%SILT,STIFF,DRY <br /> 0/0.8 <br /> 1.9 PID= 198 PPM <br /> 5 <br /> 10 ,!s 10YR <br /> P.8 Neat Cement ML 5/3 <br /> 1 PID=240 PPM <br /> 0 <br /> N <br /> d <br /> � 910 <br /> x 2.6 10 <br /> z <br /> W <br /> i <br /> o _ <br /> W <br /> z <br /> Y <br /> NOTES <br /> C6 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> m 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> m MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION,1990) <br /> N 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 0 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> z <br /> • Z <br /> U <br /> J <br /> J <br /> W <br /> C7 <br /> Z <br /> K <br /> O <br /> m F-40.1SHEET 1 OF 1 <br /> (6-87)(3-86)(8-90) <br />