Laserfiche WebLink
Start End TotalLogged By DTM Drilling <br /> Drilled 10/17/2016 10/17/2016 Depth(ft) 11.5 Checked By NLT Driller Geologic Drill,Inc. Method Hollow-Stem Auger <br /> Surface Elevation(ft) 530 Hammer Rope&Cathead Drilling Mini Track <br /> Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment <br /> Latitude 47.89676221 System Geographic Groundwater <br /> Longitude -122.2635204 Datum WGS84 Depth to <br /> Date Measured Water MI Elevation(ft) <br /> Notes: None Observed <br /> • i <br /> FIELD DATA 1 <br /> a a <br /> - E E <br /> cn s <br /> MATERIAL <br /> o , 0 <br /> REMARKSw Z DESCRIPTION o <br /> .o Cww ._ mm� t Til <br /> O c a a ai mai <br /> w 0 .E c m c. co 1- 0 00 mo LLo <br /> 0 <br /> AC Approximately 111/2 inches of asphalt concrete <br /> pavement(four layers,2 inches,3 inches,2'h <br /> inches,4 inches) __.---_ <br /> - - SM Brown-gray silty fine to medium sand with <br /> occasional gravel and debris(medium dense, <br /> moist)(fill) <br /> - - <br /> 18 27 1 <br /> 5 18 6 15 <br /> Mc <br /> Grades to loose and wet <br /> SM Mixed gray and brown silty fine sand with <br /> 18 11 3 occasional gravel(medium dense,moist) <br /> _ - <br /> U' <br /> o' <br /> z, o SM Dark brown silty fine sand with occasional gravel <br /> 0 5ti 10 18 9 a — and trace organic matter(loose,moist) <br /> Q, <br /> a <br /> 9 <br /> z <br /> 5 <br /> O <br /> O <br /> d <br /> I <br /> O <br /> of <br /> 0 <br /> r <br /> m <br /> 0 <br /> K <br /> W <br /> W <br /> 2 <br /> 0 <br /> Z <br /> W <br /> O <br /> W <br /> V' <br /> E <br /> F <br /> E <br /> F <br /> m <br /> O <br /> 0 <br /> 53 <br /> z <br /> z <br /> 0 <br /> Note:See Figure A-1 for explanation of symbols. <br /> 5%. <br /> Log of Boring GEI-17 <br /> Project: Community Transit Swift II <br /> EO E Project Location: Snohomish County, Washington Figure A-16 <br /> Project Number: 2095-032-00 Sheet 1 of 1 , <br />