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' Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name 01.12-A014-S2 <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 /> GeoProbe 24nche5 Project Number 0565777.18 <br /> 1 ISOLATION CASING FROM TO FT' ELEVATION AND DATUM TOTAL DEPTH <br /> n/a n/a n/a 12.0 ft.b s <br /> BLANK CASING FROM TO FT. DATE STARTED DATE COMPLETED <br /> n/a n/a n/a 12/14/05 12/14/05 <br /> SLOTTED CASING FROM TO FT. STATIC WATER ELEVATION NORTH <br /> n/a n/a n/a n/a 2090659.050 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. LOGGED BY EAST <br /> n/a n/a n/a M. McLeod 6295161.280 <br /> n/a <br /> SEAL FROM TO FT. SAMPLING METHODS WELL COMPLETION <br /> n/a FROM n/a TO FT Continuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT <br /> Neat Cement 0 12 ❑STAND PIPE n/a FT <br /> SAMPLES BACKFILL DETAILS <br /> Oriel Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type R(Feet) Fesist. Depen Log <br /> 8 No. (Feet) Resist. (Feet) <br /> Blows/6" <br /> SILTY SAND(SM)VERY DARK GRAY OVERALL <br /> WITH RED BRICK(?)FRAGMENTS,LOOSE,DRY <br /> 010.5 <br /> 0.6/1.5 <br /> PID=4,048 <br /> PPM <br /> 1.6 aIe.°.�° <br /> yy 10YR <br /> 3/1 <br /> SM <br /> — — ——— — <br /> 5 SANDY SILT(ML)GRAYISH BROWN WITH STRONG <br /> BROWN ROOT MOTTLES,VERY STIFF,NO <br /> 10YR PLASTICITY,DRY <br /> 4 Neat Cement 5/2 <br /> 74/6 <br /> 4!6 <br /> PID= 1,140 <br /> PPM <br /> 8 FT.COLOR GRADES TO BROWN WITH SCATTERED <br /> ML STRONG BROWN <br /> toto <br /> N <br /> K <br /> 1013 YR <br /> 5/3 <br /> Y 3 10 7.5YR <br /> z 4/6 <br /> w <br /> } 10/11 <br /> w <br /> z PID=474 PPM <br /> z <br /> Y <br /> NOTES <br /> 0 <br /> 0 1.ALL CONTACTS APPROXIMATE <br /> z <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> co 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 /> z READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> zw <br /> 0 <br /> U <br /> J <br /> J <br /> z <br /> Z <br /> w <br /> 0 <br /> m F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />