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Start End Total Logged By DTM Drill, Inc. Hollow-Stem Drilling <br /> Auger \ <br /> Drilled 11/18/2016 11/18/2016 Depth(ft) 15.5 Checked By NLT Method <br /> Driller Geologic g <br /> Surface Elevation(ft) 148 Hammer Rope&Cathead Drilling Deep Rock XL Trailer <br /> Vertical Datum NAVD88 Data 140(lbs)/30(in)Drop Equipment <br /> Latitude 47.8089994 System Geographic Groundwater <br /> Longitude -122.2078518 Datum WGS84 Depth to <br /> Date Measured Water(ft) Elevation(ft) <br /> Notes: None Observed <br /> i <br /> I <br /> FIELD DATA <br /> CD <br /> 1 -� v Cl. ° MATERIAL <br /> y `° o REMARKS <br /> o w 2 c, w DESCRIPTION o <br /> N L o y V c'C L °'•N j C C <br /> N N N N U O N N i 2 ..O _ C <br /> W 0 lY m U Int- 0 00 U Lt O p <br /> � <br /> 0 <br /> AC Approximately 6 inches of asphalt concrete <br /> • CR pavement <br /> _ - ,' Approximately 12 inches of base course - <br /> 1 <br /> op GM Red-brown silty fine to coarse gravel with sand <br /> (medium dense,moist)(fill?) - <br /> ^acs 8 67* 1 11�■1�1 *Blow count may be overstated <br /> 1/11 Gravel stuck in shoe <br /> ql <br /> - •�1i - <br /> Iillli <br /> '11 <br /> - 51 <br /> 9 30 F 10.3 18 <br /> % <br /> 1011 SM Gray-brown silty fine to coarse sand with gravel <br /> - - (very dense,moist)(glacial till) - <br /> 112 50/6" Mc - 6.3 <br /> o <br /> __•',' <br /> pl .. <br /> z <br /> u. <br /> i <br /> i 10 12 68 4 <br /> O_ <br /> W <br /> O h <br /> O^� - <br /> O <br /> o Grades to wet <br /> W <br /> O <br /> E <br /> - 15 6 50/6" 5 <br /> w <br /> O <br /> W <br /> C9 <br /> I! <br /> E <br /> IA0 <br /> 'a <br /> O <br /> F <br /> z <br /> Note:See Figure A-1 for explanation of symbols. <br /> a <br /> rI <br /> Log of Boring GEI-3 <br /> �� Project: Community Transit Swift II <br /> E V ( N�i E E Project Location: Snohomish County,Washington <br /> Figure A-3 <br /> &` Project Number: 2095-032-00 Sheet 1 of 1 1 <br />