Laserfiche WebLink
Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> 011.15 Boring Name 01.15-A019-S12 <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 24nehes 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 FT. 4.0 ft.b S <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASINGFROM TO FT 1218105 12/8/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> FROM TO <br /> SIZE AND TYPE OF FILTER PACK n/a 2090675.350 <br /> SEAL FROM TO FT. <br /> n/a n/a n/a FT. LOGGED BY EAST <br /> M.McLeod 6292949.030 <br /> - <br /> n/a n/a n/a SAMPLING METHODS WELLCOMPLETION <br /> ' GROUT FROM TO FT. Continuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 41 1 ❑STAND PIPE n/a FT. <br /> SAMPLES Drib BACKFILL DETAILS <br /> Type Recovery Penetr. Depth LAS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Reslst. (Feet) <br /> Blowsl8" <br /> SANDY SILT(ML)-40%FINE-GRAINED SAND,-60% <br /> 0/0.5SILT,LOOSE,DRY <br /> 1 DYR <br /> 2.6 Neat Cement ML 613 <br /> vz.s PID=0 PPM <br /> r 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 /> r o <br /> N <br /> V <br /> rU) <br /> Y <br /> Z <br /> W <br /> } <br /> 1 W <br /> Z <br /> Y <br /> a <br /> i N <br /> CD <br /> Ofz <br /> Co <br /> 1 <br /> 0 <br /> Z <br /> 0 <br /> U <br /> F- <br /> O <br /> U <br /> J <br /> W <br /> z <br /> Z <br /> of <br /> 0 <br /> m <br /> (-40.1 <br /> (6-87)(3_88) <br /> (e-so) SHEET 1 OF 1 <br />