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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 __. _ Boring Name __. 01.12-ACI15-S3 <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/a n/a n/a <br /> BLANK CASING FROM TO FT. 12.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 12/14/05 12/14/05 <br /> n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. Ne 2090986.550 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM To FT. M.McLeod 6295041.910 <br /> ' n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 1 0 12 ❑STAND PIPE n/a FT. <br /> SAMPLES oBACKFILL DETAILS <br /> pt USCS <br /> Type Recovery Renev. (Feet) Log Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> &No. (Feet) Blows 8. (Feet) <br /> SANDY SILT(ML)BROWN TO DARK YELLOWISH <br /> oro.s BROWN,-10-20%FINE-GRAINED SAND,-90-80% <br /> - SILT,SOFT, DRY <br /> 0.5/1.5 <br /> PID- 102 PPM <br /> 1.5 <br /> 5 <br /> • 5is 10YR <br /> 5/3 <br /> 3.2 Neat Cement ML 1ovR <br /> 3/4 <br /> PID=65.3 PPM <br /> 0 <br /> N <br /> d <br /> z 3.3 10 <br /> w <br /> z <br /> w <br /> z <br /> PID=46.1 PPM <br /> a' <br /> ' 0 NOTES <br /> ? 1.ALL CONTACTS APPROXIMATE <br /> m 2.BGS: BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> N INSTRUMENTS CORPORATION, 1990) <br /> 4. PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> o READING <br /> 1- 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> c UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> z D-2488-93 <br /> zU.] <br /> 3 <br /> m <br /> 0 <br /> z <br /> w <br /> 0 <br /> "'ll'. —F-40.1 <br /> (6.87)(3-88)(8-90) SHEET 1 OF 1 <br />