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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU4 Boring Name - _ 0U4-S1 <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 /> ISOLATION CASING FROM TO FT. DEPTH <br /> ELEVATION AND DATUM TOTAL D <br /> n/a n/a n/a <br /> BLANK CASING FROM TO FT. 8.0 ft.b s <br /> TED DATE COMPLETED DATE STAR <br /> n/a n/a n/a' SLOTTED CASING FROM TO FT. 1/4/06 <br /> WATER <br /> 1/4/06 <br /> n/a n/a n/a R ELEVATION NORTH SIZE AND TYPE OF FILTER PACK FROM TO FT. n/a 2091246.740 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM To FT, M. McLeod 6294188.950 <br /> ' n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. <br /> Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 8 ❑STAND PIPE n/a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> ' Penetr. Depth USCS Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery Resist. (Feet) Log <br /> 8 No. (Feet) Blows/V <br /> SILT TO SANDY SILT(ML)YELLOWISH BROWN <br /> on OVERALL,SOFT, NO PLASTICITY, MOIST <br /> ' <br /> PID 1.9 PPM — 1 -1.3 FT. POSSIBLE ASPHALT <br /> = <br /> 1.6 <br /> ' 10YR <br /> Neat Cement ML sia <br /> 415 <br /> 5- <br /> 3.2 <br /> PID= 1.8 PPM <br /> ' NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> N 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> Y INSTRUMENTS CORPORATION, 1990) <br /> w 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> ' ww 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> z UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> Y D-2488-93 <br /> 6.ASPHALT FRAGMENTS FROM HIGHER IN BORING <br /> ' tri OBSERVED IN LINER FROM 4'-8'.ATTEMPT TO <br /> z BRUSH OFF ASPHALT BEFORE CAPPING 4'-5' <br /> X SAMPLE <br /> m <br /> m <br /> toto <br /> r <br /> N <br /> O <br /> Z <br /> O <br /> ' U <br /> 7 <br /> lY <br /> Z <br /> O <br /> J <br /> >w <br /> 17 <br /> Z <br /> ' n F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />