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' Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU4 - Boring Name OU4-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 <br /> n/aFROM n/a TO n/a T ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING <br /> —- ---- 8.0 ft.b s <br /> n/a FROM n/a TO n/a F ' DATE STARTED DATE COMPLETED <br /> SLOTTED CASINGFROM TO FT' <br /> 114106 114/06 <br /> ' n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> n/a 2091217.600 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> n/a n/a n/a LOGGED BY EAST <br /> SEALFROM TO FT M. McLeod 6294465.100 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> FROM TO FT. Continuous-Geoprobe ❑SURFACE HOUSING <br /> GROUT <br /> Neat Cement 0 8 1 ❑STAND PIPE --R/—a FT. <br /> SAMPLES Drill BACKFILL DETAILS <br /> ' Type Recovery Penev. Depth Log Lilhology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> 8 No. (Feet) Resist. (Feet) <br /> Blowsl6" <br /> SILT TO CLAYEY SILT(ML)BROWN OVERALL, <br /> 0/1 TRACE COARSE-GRAINED SAND AT SURFACE, <br /> STIFF, LOW PLASTICITY, MOIST <br /> PID=1.7 PPM <br /> 1.4 <br /> 10YR <br /> Neat Cement ML 4/3 <br /> 4t5 <br /> 5 PLASTICITY DECREASES <br /> 2.7 <br /> ' PID=1.2 PPM <br /> 1/1 IIIA I <br /> NOTES <br /> 1.ALL CONTACTS APPROXIMATE <br /> 2. BGS:BELOW GROUND SURFACE <br /> a 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> ' MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> N INSTRUMENTS CORPORATION, 1990) <br /> z 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> UJ 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> z UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> z <br /> Y D-2488-93 <br /> a <br /> vi <br /> c7 <br /> z <br /> O <br /> m <br /> m <br /> 0 <br /> z <br /> O <br /> ' F- <br /> 0 0 <br /> J <br /> J <br /> 111 <br /> 3 <br /> m <br /> Z <br /> z <br /> w <br /> 0 <br /> ' m F-40.1 <br /> (8-87)(3-88)(8-90) SHEET 1 OF 1 <br />