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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> DRILLING COMPANY OU5-East Side Boring Name OU5-A019tiS26 <br /> DRILLER <br /> Vironex Env. Field Services S. KhaooneProject Name Union Pacific Railroad-Trac <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe Zan°hes <br /> ISOLATION CASING FROM TO Fr. Project Number 0565777.18 <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROM TO FT. 20.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROM TO FT. 12/8/05 12/8/05 <br /> ' n/a n/a n/a STATIC WATER ELEVATION NORTH <br /> SIZE AND TYPE OF FILTER PACK FROMTO FT. n/a 2091229.880 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM TO FT. M. McLeod 6293918.160 <br /> ' n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO Fr Conti n uous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 1 0 20 1 ❑STAND PIPE n/a FT <br /> SAMPLES grill BACKFILL DETAILS <br /> Type Recovery Penetr. Depth USC <br /> &No. (Feet) Resist (Feet) Log <br /> Blows/6" LithologyJ Colo/ SAMPLE DESCRIPTION and DRILLING REMARKS <br /> SANDY SILT(ML)BROWN OVERALL,-30% <br /> FINE-GRAINED SAND,-70%SILT,DRY <br /> ML 10YR 5/3 <br /> _ _____ <br /> 3.5 SILTY SAND WITH GRAVEL(SM)VERY DARK GRAY <br /> f°"°e�e OVERALL,-10%FINE GRAVEL,-60%FINE-GRAINED <br /> SAND,-20-30%SILT, LOOSE,DRY,BLACK SPECKS <br /> 10YR ON SOME GRAVELS <br /> 3/3.s SM 3/1 <br /> PID=81 PPM <br /> Je°, <br /> °° <br /> CLAYEY SILT(ML)YELLOWISH BROWN AND <br /> 5 WHITE,SOFT, LOW PLASTICITY,MOIST <br /> 3.5 <br /> PID=>150 <br /> ' 7.5/8 <br /> 8.5 FT.THIN LAYER OF GRAVEL <br /> o <br /> ML <br /> Z 3.5 10 Neat Cement <br /> w <br /> ' w 10YR <br /> z 5/4 <br /> z <br /> Y PID=24.7 PPM <br /> a. <br /> C7 <br /> zc� <br /> z <br /> 0 <br /> m r <br /> in <br /> N <br /> 0 3.5 <br /> z <br /> 0 <br /> F_ <br /> 15 —— SILTY SAND(SM)YELLOWISH BROWN OVERALL, <br /> Z PID=70.2 PPM t°° ;�° -80% FINE-GRAINED SAND,-20%SILT,LOOSE,WET <br /> 0- 1 AT 15.5 FT. <br /> 3 SM <br /> p <br /> m <br /> (6-87) <br /> (6-87)(3-88)(8-90) <br /> SHEET 1 OF 2 <br />