Laserfiche WebLink
Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name 0U2-A0I7-S3-R <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 24nches Project Number 0565777.18 <br /> �I ISOLATION CASING <br /> FROM . <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASINGFROM TO <br /> FT 12.0 ft.b s <br /> n/a nla n/a DATE STARTED DATE COMPLETED <br /> 1/9/06 1/9/06 <br /> SLOTTED CASING <br /> 'I n/a FROM n/a TO n/a FT' STATIC WATER ELEVATION NORTH <br /> n/a 2091000.870 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> n/a n/a n/a LOGGED BY EAST <br /> SEALFROM TO FT. M. McLeod 6294644.520 <br /> n/a n/a n/a SAMPLING METHODS WELLCOMPLETION <br /> FROM TO FT. Continuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT <br /> Neat Cement 0 12 1 ❑STAND PIPE n/a FT. <br /> SAMPLES Ddl BACKFILL DETAILS <br /> Type Recovery Pe"etr. Depth ULog Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist. (Feet) <br /> Blowsl6" <br /> SANDY SILT(ML)LIGHT YELLOWISH BROWN WITH <br /> tut WHITE STREAKS AND BLACK SPECKS,-20% <br /> FINE-GRAINED SAND,-80%SILT,LOOSE,DRY <br /> 1/2 2 PID=0.3 PPM <br /> t6YR <br /> r 6/4 <br /> 5 <br /> 516 <br /> 2.7 Neat Cement ML <br /> PID=0.4 PPM <br /> 8 FT.COLOR GRADES TO BROWN <br /> to <br /> 1OYR <br /> N 5/3 <br /> V <br /> Y 2.9 10 10 FTCOLOR INCLUDES STREAKS OF STRONG <br /> z . <br /> ont BROWN <br /> } 7.5YR <br /> °w PID=2 PPM q/fi <br /> z <br /> z <br /> Y <br /> a <br /> �? NOTES <br /> z 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> n MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION,1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> z READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> z <br /> 0 <br /> J <br /> J <br /> w <br /> 3 <br /> m <br /> z <br /> z <br /> 210 <br /> m F-40.1 <br /> (6-87)(3-88)(8-90) SHEET OF __1 <br />