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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name 01J2-A016-S1 <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 — <br /> FROM TOFT <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> LANK CASING 8.0 ft. b s <br /> B <br /> n/a FROM n/a TO n/a FT. DATE STARTED DATE COMPLETED <br /> SLOTTED CASING - - 12/13105 12113/05 <br /> n/a FROM n/a TO n/a FT' STATIC WATER ELEVATION NORTH <br /> n/a 2090792.050 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> n/a n/a n1a LOGGED BY EAST <br /> SEALFROM TO FT. M. McLeod 6294859.050 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> ' GROUT FROM TO FT. Conti nuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 8 ❑STANDPIPE n/a <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> Type Recove y FenResstt. (Fee) Log Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Blowsl8" <br /> SAND WITH GRAVEL(SW)-30%GRAVEL,-70% <br /> 0/1 MEDIUM-GRAINED SAND AND FINE-GRAINED SAND; <br /> NUMEROUS ASPHALT(?)AND METAL FRAGMENTS <br /> 112 2.1 PID=0 PPM <br /> 7SYR <br /> Neat Cement SW 4i8 RETRIEVE FRAGMENT OF CONCRETE,DRILLING IS <br /> 4/5DIFFICULT <br /> 5 PID=1,911 <br /> PPM <br /> 1.5 <br /> ' PID=274 PPM <br /> 8 FT.REFUSAL.RELOCATE AND HIT REFUSAL AT 8 <br /> FT.AGAIN <br /> NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2.BGS:BELOW GROUND SURFACE <br /> 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> o MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION, 1990) <br /> to <br /> z 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> ' 0 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> z UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> w <br /> Y D-2488-93 <br /> a <br /> vi <br /> Cl) <br /> z <br /> O <br /> m <br /> m <br /> r <br /> 0 <br /> z <br /> 0 <br /> U <br /> S <br /> Z <br /> O <br /> U <br /> J <br /> J <br /> 3 <br /> 0 <br /> z <br /> it <br /> 0 <br /> m L. <br /> F-40.1 <br /> (8-87)(3-88)(8-90) SHEET 1 OF 1 <br />