Laserfiche WebLink
Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION 01.111-A013-S8OU1 Boring Name <br /> DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A.TUrchik Project Name Union Pacific Railroad-Tracy <br /> . DRILLING METHOD(S) DRILL BIT(S)SIZE 0565777.18 <br /> GeoProbe 2dnches Project Number <br /> ISOLATION CASING FROM nla TO nla FT ELEVATION AND DATUM TNORTH <br /> DEPTH <br /> n/a 12.0 ft.has <br /> BLANK CASING FROM nla TO <br /> n/a FT DATE STARTED OMPLETED <br /> nla 12/15/0512/15105 <br /> SLOTTED CASING FROM nla TO nla STATIC WATER ELEVATION <br /> nla n/a2091225.800 <br /> SIZE AND TYPE OF FILTER PACK FROM TO n/a FT LOGGED BY EAST <br /> nla <br /> nla M. McLeod 6295345.750 <br /> SEAL FROM TO FT. <br /> nla n/a SAMPLING METHODS WELL COMPLETION <br /> 1 nla Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT FROM TO FT. <br /> Neat Cement 0 12 ❑STAND PIPE nla FT, <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery PeneV. Depth Log <br /> 8 No. (Feel) Resist. (Feet) <br /> BIow518" <br /> SILTY SAND(SMl LIGHT BROWNISH GRAY,-10°° <br /> COARSE-GRAINED SAND,-40%MEDIUM-GRAINED <br /> 0/0.5 °°° SAND,-50%SILT,LOOSE,DRY <br /> PID=1.5 PPM °.°° 2.5Y <br /> 1.8 SM 6/2 <br /> ; ,°a,�° <br /> ° --- SANDY SILT(Mg BROWN WITH WHITE SPECKS, <br /> STIFF,DRY <br /> 5 <br /> ,ie 5I8 <br /> 3.2 Neat Cement — <br /> 110YR <br /> ML sia <br /> PID=10 PPM <br /> 0 <br /> N <br /> V <br /> z 3 10 WELL GRADED GRAVELLY SAND(SW)LIGHT <br /> w YELLOWISH BROWN OVERALL,-25%FINE GRAVEL, <br /> tong 2.5Y —20%COARSE-GRAINED SAND,-10% <br /> w SW 6/3 MEDIUM-GRAINED SAND,-55%FINE-GRAINED SAND <br /> Z <br /> z <br /> Y <br /> a PID=11.5 PPM <br /> NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 02.BGS:BELOW GROUND SURFACE <br /> CO 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 /> v UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> Z <br /> 0 <br /> U <br /> J>> <br /> Z <br /> w <br /> O <br /> m F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />