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• <br /> 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) 411 Hammer Rope&Cathead Drilling Mini Track <br /> Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment <br /> Latitude 47.87097062 System Geographic Groundwater <br /> Longitude -122.2179366 Datum WGS84 Depth to <br /> Date Measured Water MI Elevation(IQ <br /> Notes: None Observed <br /> i <br /> I V <br /> FIELD DATA <br /> a <br /> ms <br /> MATERIAL- <br /> o <br /> REMARKS <br /> -J <br /> O — Nca m d ca V U DESCRIPTION <br /> NLU Q 5 . g--7) jC C <br /> a a N o m E y NO y m` y <br /> a _La w 0 cc m (.) co 1— 0 00 my u U <br /> 0 AC Approximately TA inches of asphalt concrete <br /> pavement <br /> t'. SM - Brown silty fine to coarse sand with occasional - <br /> gravel(medium dense,moist)(fill) <br /> 10 59 15 SM Brownish gray silty fine to medium sand with 5.6 24 <br /> - - gravel(very dense,moist)(fill?) - <br /> - 5--I12 71 2 — — <br /> Oh <br /> 15 16 3 > SM Red-brown grading to gray silty fine to medium <br /> - <br /> iii <br /> - sand with gravel(medium dense,moist) <br /> o0 <br /> LL' skit Gray silty fine to medium sand with occasional <br /> 0c*. <br /> 10 12 a - gravel(very dense,moist)(glacial till) — <br /> R <br /> 0 <br /> N o <br /> -O - - <br /> O <br /> W <br /> F <br /> O <br /> 01W <br /> f7 <br /> O <br /> O <br /> F <br /> R <br /> 0, <br /> U' <br /> E <br /> r <br /> E <br /> H <br /> 0m <br /> 'a <br /> C� <br /> F <br /> z <br /> U' <br /> Note:See Figure A-1 for explanation of symbols. <br /> Log of Boring GEI-10 <br /> Project: Community Transit Swift II <br /> G EO E N G I N E E R S, r f� Project Location: Snohomish County,Washington <br /> `�� /' Figure A-9 <br /> ct Project Number: 2095-032-00 Sheet 1 of 1 <br /> I <br />