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' Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> ' <br /> OU5-East Side Boring Name OU5-A019tiS27 <br /> Vironex Env.Field Services S. Khaoone Project Name Union Pacific Railroad-Trac <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> ' <br /> ISOLATION CASING <br /> GeoProbe FROM 24nches TO FTProject Number 0565777.18. <br /> n/a n/a n/a ELEVATION AND DATUM TOTAL DEPTH <br /> BLANK CASING FROMTO FT. 20.0 ft.b s <br /> n/a n/a n/a DATE STARTED DATE COMPLETED <br /> SLOTTED CASING FROMTO 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 FROM TO FT. n/a 2091198.830 <br /> n/a n/a n/a LOGGED BY EAST <br /> SEAL FROM To FT. M. McLeod 6293919.330 <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO Continuous-Geoprobe ❑SURFACE HOUSING <br /> Neat Cement 0 20 0 STAND PIPE n/a FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill <br /> Type Recove Panetr. Depth USCS Lith0lo Color <br /> &No. y Reslst. Feet) Log 9y SAMPLE DESCRIPTION and DRILLING REMARKS <br /> (Feet) Blows/6" <br /> SILTY SAND WITH GRAVEL(SM)PALE BROWN <br /> OVERALL,-25%FINE GRAVEL,-40%FINE-GRAINED <br /> : ::�e <br /> ....r. 10YR SAND,-35%SILT,DENSE,DRY <br /> r a <br /> 6/3 <br /> �.°.°r° <br /> 3.2 SM -- <br /> .�:°: r <br /> 10YR <br /> 2.7/3.2 <br /> PID=4.1 PPMe 4/22-4 FT.COLOR IS DARK GRAYISH BROWN,NO <br /> .°. . ODOR, POSSIBLE ASPHALT FRAGMENTS <br /> ' f CLAYEY SILT(ML)YELLOWISH BROWN WITH <br /> TRACES OF WHITE,SOFT,LOW PLASTICITY,MOIST <br /> 5- <br /> 3.9 <br /> 7.an.9 <br /> ' PID=8 PPM <br /> 0 <br /> e.5re10YR <br /> a ML s/a <br /> 8.5-9 FT.SILTY SAND LAYER, BLACK, POSSIBLY <br /> ' SLOUGHED FROM 4 FEET <br /> z 4 10 Neat Cement <br /> w <br /> z <br /> w <br /> z <br /> z <br /> Y PID=350 PPM <br /> 0 <br /> O 17.5/12 <br /> O <br /> t7 <br /> Z <br /> of <br /> O <br /> m <br /> m_ <br /> r` —— —————————————————————————— <br /> 2 8 —— SILTY SAND(SM)PALE BROWN OVERALL,-80% <br /> Z f^"°`rFINE-GRAINED SAND,-20%SILT,LOOSE,WET <br /> U <br /> PID=213 PPM <br /> � 14.5/1e 15 <br /> • <br /> o SM 'f" ' l6/3 0 1. <br /> 16 FT.AT TOP OF SAMPLER,ONE GRAVEL WITH <br /> 3 POSSIBLE STAINS, PROBABLY SLOUGH FROM-3 FT. <br /> m <br /> o _ X- <br /> m <br /> ' F-40.1 <br /> (6-87)(3.88)(8-90) <br /> SHEET __ 1 __OF 2 <br />