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Project: Everett Community College Student Housing Surface Elevation: Approx. 112.5 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) .0 u) <br /> m <br /> c —p PL Moisture LL <br /> a -8, E MATERIAL DESCRIPTION I • I <br /> 5 <br /> E E 3 05 >' <br /> 0 cn c0 m O N RQD Recovery �� <br /> 0 0 50 100 <br /> 0 Approximately 3"asphalt at surface. <br /> - - <br /> ,'\o Medium dense,moist,gray-brown GRAVEL with sand and silt(GP); (Fill). <br /> Loose,moist,brown,silty SAND with gravel(SM);trace organics and <br /> charcoal debris,occasional layers of clean sand(Fill). <br /> - 2 - <br /> 4 <br /> S1 X 2 . <br /> - 4 - `•: <br /> 15 Very dense,moist,gray silty SAND with gravel(SM);weathered in upper %,/ <br /> S 2 22 several feet of unit,occasional iron oxide staining(Glacial Till-Qvt). . . <br /> 39 Y//✓./. <br /> 8 S_3 5021 • Sample S-3: Increased sand,increased moisture,iron oxide staining. <br /> f���j�j/�j����f� <br /> - 10 - S-4 Z 50/4 •'1'•.• Sample S-4:No sample recovery. >?A <br /> Bottom of boring at 10.4 feet below ground surface. Groundwater was not <br /> - - observed at the time of drilling.Surface elevation estimated from site <br /> - - survey. <br /> - 12 - <br /> - 14 - <br /> - 16 - - <br /> - 18 - <br /> 20 <br /> Completion Depth: 10.4ft 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: Boretecl, Inc. <br /> RinGE® LOG OF TEST BORING PG-2 <br /> INCOR P OR A TED Figure A-3 <br /> The stratification lines represent approximate boundaries. The transition may be gradual. ^3A) Sheet 1 of 1 <br />