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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5 Boring Name OU5-A019-S17 <br /> ' DRILLING COMPANY DRILLER <br /> Vironex Env._Field Services S. Khaoone Project Name Union Pacific Railroad-Trac <br /> • DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 24nches Project Number 0565777.18 <br /> ISOLATION CASING <br /> n/a FROM TO FT' <br /> n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 4.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 12/7/05 12/7/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH - <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2090770"620 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO Fr. M. McLeod 6293142.360 <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 1 0 4 ❑STAND PIPE n/a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> USCS <br /> Type Recovery Resist. <br /> Depth Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 NO. (Feet) Resist (Feet) <br /> Blows/8" <br /> SILTY SAND/SANDY SILT(ML)LIGHT YELLOWISH <br /> 0ro.5 {� BROWN, -50% FINE-GRAINED SAND,-50%SILT, DRY <br /> 2/2.5 2.7 <br /> .S 2.7 - Neat Cement ML �� 6/4 <br /> PID=0 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 /> o <br /> N <br /> a <br /> O <br /> C7 <br /> Y <br /> Z <br /> W <br /> } <br /> O <br /> W <br /> 2 <br /> Y <br /> a <br /> O <br /> m <br /> r, <br /> z <br /> o <br /> m <br /> m <br /> ti <br /> N <br /> O <br /> Z <br /> O <br /> H <br /> U <br /> K <br /> y <br /> Z <br /> O <br /> J <br /> 3 <br /> ro <br /> z <br /> z <br /> w <br /> 0 <br /> m <br /> F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 _O F 1 <br />