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' Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU1 Boring Name OU1-A013-S7 <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 24nches Project Number 0565777.18 <br /> 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 n/a FROM n/a To nla FT DATE STARTED DATE COMPLETED <br /> 12115/05 12115105 <br /> SLOTTED CASING FROM TO FT. STATIC WATER ELEVATION NORTH <br /> n/a n/a n/a n/a 2091309.950 <br /> SIZE AND TYPE OF FILTER PACK FROM n/a TO FT n/a LOGGED BY EAST <br /> n/a M.McLeod 6295389.450 <br /> SEAL FROM TO FT. <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> FROM TO FT. Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT <br /> Neat Cement 0 12 L ❑STAND PIPE n a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Type Recovery Pe Depth Log <br /> &No. (Feel) Resist <br /> . (Feet) <br /> Blows/6" <br /> SILT ML BROWN WITH WHITE AND BLACK <br /> oio.s <br /> SPECKS,STIFF,DRY <br /> 1.5/2.5 2.5 <br /> PID=12.8 PPM <br /> 10YR <br /> ' ML 5/3 <br /> 5 <br /> sis <br /> 3.3 Neat Cement — <br /> 1 PID=95.9 PPM <br /> SILTY SAND(SM)YELLOWISH BROWN OVERALL, <br /> —70-80%FINE-GRAINED SAND,—30%SILT,SOFT, <br /> MOIST WET AT 12 FT. <br /> }°.°.�. <br /> 10YR <br /> Y 4 10 SM a °.e.r. 5/4 <br /> w <br /> 10/11 .1°e°• <br /> W <br /> Z <br /> z <br /> W <br /> y <br /> a PID=107 PPM <br /> c� NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 0 2.BGS:BELOW GROUND SURFACE <br /> to 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> Z READING <br /> 0 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> rn <br /> Z <br /> 0 <br /> J <br /> Ca <br /> J> <br /> Z <br /> 0: <br /> 0 <br /> m F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />