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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� <br /> � � � �� � <br /> Z T � � p PL Moisture LL <br /> r <br /> � � E � � � MATERIAL DESCRIPTION <br /> p � � � �' � RQD Recovery� <br /> cn m O <br /> � 0 50 100 <br /> Approximately 3"asphalt at surface. <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 /> 3 <br /> S-1 2 <br /> _ 2 <br /> 4 <br /> 5 � Medium to very dense,moist,gray silty SAND with gravel(SM);weathered <br /> S_2 �6 '• in upper several feet of unit,occasional iron oxide staining(Glacial Till- <br /> 6 �3 : Qvt). <br /> 12 ' Sample S-3:Becomes very dense,occasional silt lenses. <br /> 8 <br /> S-3 42 <br /> 42 <br /> 10 30 �� Sample S-4: Increased gravels. <br /> S-4 50/5 <br /> 12 <br /> 14 <br /> i� . Sample S-5: Increased sand,increased moisture. <br /> S-5 50/6 <br /> - 16 <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 /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> survey. <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> 18 <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> 20 . . . . . . . . . . . . . . <br /> Completion Depth: 16.Oft Remarks:Standard Penetration Test(SPT)sampler driven with a 140 Ib.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 /> PanGEe LOG OF TEST BORING PG-1 <br /> 1 N C O R P O R A T E D Figure A-2 <br /> The stratification lines represent approximate boundaries. The transition may be gradual. SIl@@t � Of � <br />