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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU5-East Side Boring Name OU5-A019-S3 <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 - n/a n/a n/a FROM TO FT. <br /> ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 4.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 12/7/05 12/7/05 <br /> ' n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK n/a n/a n/a LOGGED BY EAST FROM TO FT. n/a 2091451.500 <br /> SEAL FROM TO FT. M. McLeod 6292527.980 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> ' GROUT FROM TO Continuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 4 ❑STAND PIPE n/a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> Type RecoveryPenetr. Depth Log Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> ' <br /> Resist.R <br /> &No. (Feet) (Feet) <br /> Resist. <br /> POORLY GRADED SAND(SP)LIGHT YELLOWISH <br /> 0/0.5 BROWN,-90-95%FINE-GRAINED SAND,-5%SILT, <br /> LOOSE <br /> 10YR <br /> 3.2 Neat Cement SP 6/4 <br /> 212.5 <br /> PID=2.5 PPM <br /> NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> lie <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> o <br /> N <br /> L� <br /> zZ <br /> W <br /> } <br /> W <br /> Z <br /> Y <br /> a <br /> to <br /> 0 <br /> ir <br /> z <br /> o <br /> m <br /> m <br /> n <br /> n <br /> N <br /> O <br /> Z <br /> O <br /> F <br /> O <br /> H <br /> Z <br /> O <br /> Z3 <br /> Z_ <br /> O <br /> m <br /> (-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF 1 <br />