Laserfiche WebLink
Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION oul Boring Name 0U1-A013-S6 <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A Turchik Project Name Union Pacific Railroad-Tracy <br /> DRILL BIT(S)SIZE <br /> DRILLING METHOD(S) GeoProbe 24nches Project Number 0565777.18 <br /> ISOLATION CASING FROM TO FT ELEVATION AND DATUM TOTAL DEPTH <br /> nla <br /> nla 12.0 ft.has <br /> BLANK CASING FROM nla TO nla nla FT DATE STARTED DATE COMPLETED <br /> nla 114106 114106 <br /> SLOTTED CASING FROM nla TO nla FT STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK n/a n�a FROM TO FT. LOGGED BY EAST 2091389.360 <br /> nla nla nla M.McLeod 6295557.040 <br /> FROM TO FT. <br /> SEAL nla nla SAMPLING METHODS WELL COMPLETION <br /> 1 nla FROM TO FT Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT 0 12 ❑STAND PIPE nla FT <br /> Neat Cement <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Recovery Penetr. Depth Log <br /> TypeNo Resist. (Feet) <br /> & <br /> &No. (Feet) Blows/6" <br /> DARK BROWN <br /> WELL GRADED SAND(SW) <br /> OVERALL,-10%FINE GRAVEL,-20% <br /> COARSE-GRAINED SAND,-70%MEDIUM GRAINED <br /> SAND AND FINE-GRAINED SAND,DENSE,MOIST- <br /> WET <br /> 12 7.5YR <br /> 2 PID= 1.7 PPM SW 3/3 <br /> 1 <br /> 4 FT.DRILLING SLOWS <br /> SILT TO SANDY SILT(ML)BROWN WITH WHITE <br /> t SPECKS,VERY STIFF,DRY <br /> 5 <br /> IM 5I6 <br /> 3.1 Neat Cement — <br /> PID=7.1 PPM <br /> 10YR <br /> ML 5/3 <br /> 0 <br /> N <br /> V <br /> O <br /> Y 3.6 10 10 FT.GRADES SANDIER <br /> z <br /> w <br /> Y <br /> 101`11 <br /> w <br /> z <br /> z <br /> Y PID=26 PPM 11.5 FT.MOIST TO WET <br /> d NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2. BGS:BELOW GROUND SURFACE <br /> 0 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 0 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 0 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> 0 UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> z <br /> • z <br /> 0 <br /> U <br /> J <br /> >J <br /> z <br /> Z <br /> 6 <br /> m <br /> ol <br /> F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />