Laserfiche WebLink
Start <br />Drilled 8/t5/2015 <br />End <br />8/15/2015 <br />Total 20.25 <br />Depth (ft) <br />Logged By CEW <br />Checked BLEW/DC <br />Driller Geolo is Drill <br />g <br />Drilling <br />Method Hollow -stem Auger <br />Surface Elevation {ft) <br />Undetermined <br />Hammer <br />Drilling XL Drill Rig -trailer mounted <br />Vertical Datum <br />Data 140 (lbs) / 30 (in) Drop <br />Equipment <br />Latitude <br />Longitude <br />System <br />Datum Geographic <br />Groundwater <br />Depth to <br />Date Measured Water (ft} Elevation fft5 <br />Not Encountered <br />Notes: <br />FIELD <br />DATA <br />m <br />CL <br />N <br />w m <br />p <br />MATERIAL <br />REMARKS <br />o �, <br />a <br />d Z <br />DESCRIPTION <br />s <br />> a <br />N > <br />ip <br />3 <br />15 C <br />m <br />a <br />L <br />s <br />0.'- <br />2 <br />c <br />ym <br />c <br />q� <br />W O <br />tY <br />m <br />U F <br />~S <br />k9 <br />CU <br />i U <br />S U <br />o <br />4 <br />cc <br />13 inches concrete <br />r <br />i <br />AC <br />cinch layer layer asphalt concrete <br />Brown silty fine to medium sand with occasional <br />sM <br />gravel and trace asphalt concrete fragments <br />18 <br />59 <br />1 <br />(very dense, moist) (fill) <br />SM Brown with orange mottling silty fine to medium <br />5 1a 47 2 sand with gravel (dense, moist) (glacial till) g 33 <br />SA <br />SM Brown silty fine to medium with occasional gravel <br />18 48 3 (dense, moist) <br />18 1 32 1 4 <br />SM Brown silty fine to medium sand (very dense, <br />moist) <br />5.5 15015.5"1 5 <br />3 1 5013" <br />Note: Please see Figure A-1 for explanation of symbols <br />Log of Boring B-5 <br />Project: The Boeing Company <br />GMENGINEER <br />Project Location: Everett, Washington Figure A-6 <br />Project Number: 0120-294-00 Sheet 1 of 1 <br />