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Project: Everett Community College Student Housing Surface Elevation: Approx. 113.0 feet <br /> Job Number: 15-275 Top of Casing Elev.: N/A <br /> Location: 931 Broadway,Everett,Washington Drilling Method: Hollow Stem Auger <br /> Coordinates: Northing:,Easting: Sampling Method: SPT <br /> N-Value A <br /> p a) C <br /> 5 Z to p PL Moisture LL <br /> o a y E MATERIAL DESCRIPTION I • I <br /> co o <br /> p m O p RQD Recovery W <br /> 0 0 50 100 <br /> MIL Approximately 3"asphalt at surface. <br /> o \o Medium dense,moist,gray-brown GRAVEL with sand and silt(GP); (Fill). <br /> - - <br /> - - •• Loose,moist,brown,silty SAND with gravel(SM);trace organics and <br /> charcoal debris,occasional layers of clean sand(Fill). <br /> - 2 - •-` <br /> 3 <br /> - - <br /> - - S-1 2 >.:: A <br /> 2 <br /> 4 <br /> 5 ... Medium s very feet o,moist,gray silty SAND with gravel(SM);weathered �1� � • <br /> 6 S-2 16 in upper several feet of unit,occasional iron oxide staining(Glacial Till- lfjf <br /> 13 ) <br /> - - X12 : :.:•`••: Sample S-3:Becomes very dense,occasional silt lenses. / // <br /> S-3 42 / • ' <br /> 42 <br /> = 10 = 30 S-4 50/5 :':'.:`:. Sample S 4: Increased gravels. %,l/,�///,�///,l/ A <br /> - 12 - ••• `. <br /> - •• �.: <br /> ti. <br /> - 14 - <br /> 50/6 •: :': Sample S-5:Increased sand,increased moisture. ����/72/7� %i <br /> S-5 ` ` %%��// <br /> Bottom of boring at 16 feet below ground surface. Groundwater was not <br /> - - observed at the time of drilling.Surface elevation estimated from site <br /> - - survey. <br /> - 18 - <br /> 20 <br /> Completion Depth: 16.0ft Remarks:Standard Penetration Test(SPT)sampler driven with a 140 lb.safety hammer. <br /> Date Borehole Started: 11/23/15 Hammer operated with a rope and cathead mechanism. <br /> Date Borehole Completed: 11/23/15 <br /> Logged By: NER <br /> Drilling Company: Boretec1, Inc. <br /> RmnGFiE3 LOG OF TEST BORING PG-1 <br /> INCORPORATED FigureA2 <br /> The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of <br />