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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name OU2-ACIF-S5 <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 <br /> 0 GeoProbe 24nches Project Number 0565777.18 <br /> ISOLATION CASING FROM TO FT. ELEVATION AND DATUM TOTAL DEPTH <br /> n/0/ nla n/0/ 12.0 ft.b s <br /> BLANK CASING FROM TO FT. DATE STARTED DATE COMPLETED <br /> n/0/ n/0/ nla 114106 114106 <br /> SLOTTED CASING FROM TO FT. STATIC WATER ELEVATION NORTH <br /> nla nla nla n/a 2090741.660 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. LOGGED BY EAST <br /> nla nla nla M. McLeod 6294621.230 <br /> Ila <br /> SEAL FROM TO FT. SAMPLING METHODS WELL COMPLETION <br /> GROUT Ila FROM Ila TO FT Conti nuous-Geoprobe p SURFACE HOUSING <br /> Neat Cement 0 12 1 1 ❑STAND PIPE INGFT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Recovery Penetr. Depth Log Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feel) Resist. (Feet) <br /> Slows/6, <br /> SANDY CLAY(CL)DARK GRAYISH BROWN WITH <br /> on STRONG BROWN STREAKS,TRACE <br /> COARSE-GRAINED SAND,SOFT, MEDIUM <br /> PLASTICITY,MOIST <br /> 2./2 <br /> 4/2 <br /> 3 CL 7.5YR <br /> — 4/6 <br /> PID-3 PPM <br /> SANDY SILT(ML)BROWN OVERALL,-30% <br /> FINE-GRAINED SAND,-70%SILT,LOOSE,MOIST <br /> 5 10YR <br /> lie5/3 <br /> 5I8 <br /> 3.4 Neat Cement <br /> 6.5 FT.COLOR GRADES TO GRAY WITH BLACK <br /> SPECKS, GRADATION CHANGES TO TRACE <br /> PID-63 PPM COARSE-GRAINED SAND AND-50%SAND, <br /> HYDROCARBON ODOR <br /> ML <br /> t <br /> 0 <br /> N 5Y <br /> v 5/1 <br /> zz 2.9 10 <br /> LU <br /> } 10/11 <br /> LU PID=95 PPM <br /> z <br /> z <br /> Y <br /> a <br /> NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> z <br /> 0 2. BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> n MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> N 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 /> o <br /> W <br /> of I <br /> z <br /> 0 <br /> m F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />