Laserfiche WebLink
Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION OU2 — OU2-14016-S4-R <br /> Boring Name <br /> DRILLING COMPANY - DRILLER <br /> Vironex Env. Field Services . S.Khaoone Project Name Union Pacific Railroad-Tracy <br /> DRILL BIT(S)SIZE <br /> DRILLING METHOD(S) 0565777.18 <br /> GeoProbe za"G�5 Project Number <br /> ISOLATION CASING FROM TO FT ELEVATION AND DATUM TOTAL DEPTH <br /> n/a n/a n/a 12.0 ft.b s <br /> BLANK CASING FROM n/a TO n/a DATE STARTED DATE COMPLETED <br /> n/a 119106 119106 <br /> SLOTTED CASING FROM n/a TO n/a FT' STATIC WATER ELEVATION NORTH <br /> n/a n/a 2090807.620 <br /> SIZE AND TYPE OF FILTER PACK FROM n/a TO n/a 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 /> i n/a FROM TO FT Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT 0 12 ❑STAND PIPE n/a FT. <br /> Neat Cement <br /> SAMPLES BACKFILL DETAILS <br /> I Drill USCS Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery Fen Resist. <br /> Depth Log <br /> 8 No. (Feel) ResLSt. (Feet) <br /> BIovrs/6" 10YR 3/2 SILTY SAND(SM)VERY DARK GRAYISH BROWN, <br /> SM s�. f _80%FINE-GRAINED SAND,—20%SILT,LOOSE, l <br /> — Z�x <br /> .5YN2/0 MOIST _J <br /> -- ASPHALT(?) ------------------J <br /> CLAY WITH GRAVEL(CL)YELLOWISH BROWN <br /> OVERALL—15%GRAVEL,MEDIUM STIFF TO STIFF, <br /> 2.3 MEDIUM PLASTICITY,MOIST <br /> PID=0.6 PPM tOYR <br /> CL 5/a <br /> ' SANDY SILT TO CLAYEY SANDY SILT(ML)BROWN, <br /> —10-20%FINE-GRAINED SAND,—80%SILT,LOOSE, <br /> NO-LOW PLASTICITY,MOIST <br /> 5 <br /> �• 5I6 <br /> 3 Neat Cement <br /> PID=0.8 PPM <br /> 10YR <br /> ML 5/3 <br /> 0 <br /> N <br /> d <br /> Y 3.5 10 <br /> z <br /> w <br /> r <br /> mm <br /> w <br /> w <br /> z <br /> z <br /> Y PID= 1.4 PPM <br /> NOTES <br /> N <br /> z 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> °m 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> 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 /> F D-2488-93 <br /> z <br /> • o <br /> J <br /> J <br /> 3 <br /> z <br /> it <br /> 0 <br /> m <br /> F-40.1SHEET 1 OF 1 <br /> (6-67)(3-88)(6-90) <br />