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Start End Total 11 5 Logged By SMJ Driller Geologic Drill Drilling Hollow-stem Auger I <br /> Drilled 4/25/2013 4/25/2013 Depth(ft) Checked By BPD Method <br /> Surface Elevation(ft) 11 Hammer Rope&Cathead Drilling XL Trailer Rig <br /> Vertical Datum NAVD88 Data 140(Ibs)/30(in)Drop Equipment I <br /> Easting(X) 1310101.68 System Groundwater <br /> Northi (Y) 369508.55 Datum State Plane WA North Zone Date Measured Dept <br /> a er to <br /> Elevation(nt <br /> Notes: Elevation estimated from base survey map. I <br /> FIELD DATA <br /> MATERIAL I <br /> _ o Z 0 DESCRIPTION <br /> REMARKS <br /> co r N y = N p. z o, H2. O� <br /> d - U o - E N 2 2 al 'o S :'u <br /> W 0 c tY in u (n r �i C0 (Do U m o O a <br /> 0 AC 6 inches asphalt concrete I <br /> 10 43 sA o GM Gray silty fine gravel with sand(dense,moist) 41 %F=14 <br /> ^� - o - (fill) - <br /> 7 36 2 .. SP-SM Gray fine to coarse sand with silt and occasional 13 <br /> gravel(medium dense,moist) <br /> I <br /> 18 14 <br /> 3 <br /> - s 18 8 4 OH Brown organic silt with sand(medium stiff,moist) I <br /> (younger alluvial and estuarine deposits) <br /> .w-, <br /> - .nn <br /> Becomes very soft to soft with decreased sand <br /> .i..A. content <br /> 18 2 6 71 I <br /> 6 �� <br /> o �. <br /> z <br /> a <br /> ti ''I`h <br /> 2 <br /> 0 • <br /> ./.h <br /> E 10 18 3 6 TIT Gray elastic silt with organic matter(soft,wet) <br /> os <br /> w o - Groundwater seepage at 11 feet <br /> I <br /> w <br /> 2 <br /> E 1 <br /> r <br /> 0 <br /> 1 <br /> U <br /> N <br /> 5 <br /> il <br /> I <br /> Li <br /> w <br /> O <br /> oNote:Please see Figure A-1 for explanation of symbols <br /> I <br /> w <br /> 3 <br /> Log of Boring B-5 I <br /> ii Project: Pavement&Stormwater Master Plan, RDC Everett <br /> Project Location: Everett,Washington <br /> GEOENGINEERS Figure A-6 <br /> N Project Number: 4322-002-00 Sheet 1 of 1 <br /> 1 <br />