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Project: Everett Community College Student Housing 5urface 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� <br /> O a� � � <br /> � Z a � � p PL Moisture LL <br /> � <br /> � � � <br /> L °' � MATERIAL DESCRIPTION ' � <br /> Q a � � <br /> p � � m O � � RQD Recovery� <br /> p 0 50 100 <br /> Approwmately 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 /> 4 <br /> S-1 2 <br /> _ 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 o�tide staining(Glacial Till-Qvt). <br /> 6 39 <br /> $ S-3 50�� � Sample S-3: Increased sand,increased moisture,iron owde staining. <br /> 10 � <br /> S-4 50/4 '� Sample S-4: No sample recovery. ' �'? <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 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: Boretecl, Inc. <br /> PanGEe LOG OF TEST BORING PG-2 <br /> 1 N C O R P O R A T E D Figure A�3 <br /> The stratification lines represent approwmate boundaries. The transition may be gradual. SIl@@t � Of � <br />