Laserfiche WebLink
Dates togged Checked <br /> Drillad 03/20/08 By SH BY aco <br /> Drilling Boart Lon ear/Holt DdIlin Drilling Hollow-stem Auger Sampling SPT/Shelby <br /> Contractor 9Y 9 Method 9 Methods <br /> A'''ge` 4.25-inch 1D,8.25-inch OD Hammer 140 lb hammer/30 in drop DrillIng Track-mounted <br /> Data Data automatic Equipment <br /> Total 37.83 Surface 560 Groundwater 531 <br /> Depth(ft) Elavation(ft) Elevation(ft) <br /> vertical Datum/ Easting(x); <br /> Datum System Northing(y): <br /> SAMPLES <br /> E o A OTHER TESTS <br /> 8Z m MATERIAL DESCRIPTION s AND NOTES <br /> m m m Dt <br /> U ani $ b E C6of oG <br /> LU o <br /> � m m u, v� 0cn <br /> 0 AC 4 inches asphalt concrete <br /> CR 4 inches crushed ruck base course <br /> SM Grav silt fine to coarse sand with gravel(medium dense, <br /> moist)(fill) <br /> 14 29 ' 4 <br /> ss 5- <br /> 14 2 2 __ _ ith or _ _ 64 52 <br /> SNVOL Gray silty fine sand tnterlayered wganic silt and <br /> J l• 1 ' occasional peat lens(loose/soft,moist to wet)(fill) <br /> 20 5 •1' I` CS <br /> —550 10 <br /> •1 1 <br /> l�1 <br /> 18 6 G <br /> 1 1•. <br /> t5 1..1 <br /> 1 1•- <br /> .I 1 <br /> 18 6 5 1 I 3 <br /> I 1 . <br /> 1 I . <br /> 20 <br /> = 1. <br /> F PT Brown peat(soft,moist) <br /> a Sit <br /> U' <br /> 9 4 6 250 <br /> Z Sit <br /> c S" <br /> a Sit <br /> 35 25 <br /> LU ------------------------ <br /> SM/PT Grayish brown silty fine to medium sand interlayered <br /> with brown peat(medium dense/stiff,moist) <br /> R It 10 7 r`.;• <br /> � � T <br /> Note:See Figure A-1 for expianation of symbols. <br /> LOG OF BORING GEI-15 <br /> Project: Boeing Flightline Phase 2A <br /> 0 Project Location: Everett,Washington <br /> Figure A-4 <br /> Project Number: 0120-252-01 sheet 1 ore <br />