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Kennedy/Jenks Consultants <br /> Boring Log <br /> FDRILLING <br /> NG LOCATION OU1 Boring Name OW-A012-S4 <br /> DRILLER Union Pacific Railroad-Tracy <br /> COMPANY A,Turchik Project NameVironex Env. Field Services DRILLBIT(S)SIZE <br /> LING METHOD(S) 24n°hes Project Number 0565777.18 <br /> GeoProbe <br /> ISOLATION CASING FROM nla TO FT nla ELEVATION AND DATUM TOTAL12 DEPTH ft.b s <br /> nla <br /> LANK CASING FROM TO �� DATE STARTED DATE COMPLETED <br /> nla nla nla 12/15105 12115/05 <br /> SLOTTED CASING FROM nla TO TO nla FT. STATIC WATER ELEVATION NORTH <br /> 2O9145H.69U <br /> ' nla nla <br /> FROM FT. EAST <br /> SIZE AND TYPE OF FILTER PACK nla nla LOGGED BY <br /> nla M. McLeod 6295704.770 <br /> FROM TO SAMPLING METHODS WELL COMPLETION <br /> SEAL' nla nla nla Continuous-Geoprobe ❑SURFACE HOUSING FROM TO FT' ❑STAND PIPE n1a FT. <br /> GROUT Q 12 <br /> Neat Cement <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS Lithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> Penetr. Depth Log <br /> Type Recovery Resist. (Feet) <br /> sNo. (Peet) etowsrs^ SANDY SILT(ML1 BROWN WITH WHITE SPECKS, <br /> STREAKS OF BLACK,TRACE COARSE-GRAINED <br /> 010.5 SAND,-10%FINE-GRAINED SAND,-90%SILT,SOFT, <br /> DRY <br /> ' t.t12.1 <br /> 2.1 PID=199 PPM <br /> 5 <br /> ss t5YR <br /> 2.9 <br /> Neat Cement ML 5/3 <br /> ' PID=162 PPM <br /> 0 <br /> N <br /> V <br /> 9110 <br /> Y 2 10 PID=33.5 PPM <br /> z <br /> w <br /> w <br /> z <br /> w <br /> Y <br /> 0. NOTES <br /> ' 1.ALL CONTACTS APPROXIMATE <br /> z 2.BGS:BELOW GROUND SURFACE <br /> m 3.COLOR DESIGNATION IN ACCORDANCE WITH THE <br /> 03 MUNSELL SOIL COLOR CHARTS(KOLLMORGEN <br /> INSTRUMENTS CORPORATION,1990) <br /> ' 4.PID=PHOTOIONIZATION DETECTOR HEADSPACE <br /> READING <br /> z 5.SOIL CLASSIFIED IN ACCORDANCE WITH THE <br /> UNIFIED SOIL CLASSIFICATION SYSTEM,ASTM <br /> D-2488-93 <br /> z2 <br /> w <br /> J <br /> ' W <br /> 3 <br /> e <br /> 0 <br /> z <br /> 0 <br /> 0°F-40.1 SHEET 1 OF 1 <br /> (6-87)(3-88)(8-90) <br />