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• Project: koz Development Surface Elevation: Approx.XX feet <br /> Job Number: 17-233 Top of Casing Elev.: N/A <br /> Location: 1020 Broadway Ave,Everett,Washington Drilling Method: Hollow Stem Auger <br /> Coordinates: Northing:,Easting: Sampling Method: SPT <br /> N-Value A <br /> o a> <br /> a <br /> � � � 7 PL Moisture LL <br /> a a s �, E MATERIAL DESCRIPTION I • <br /> 0 Ecp <br /> d O RQD Recovery re <br /> 0 0 50 100 <br /> rir-\Approximately 1.5"asphalt at surface.- - <br /> r <br /> ° ° Based on soil cuttings:Medium dense,moist,gray-brown GRAVEL <br /> •••‘:•'••1 I with sand and silt(GP); (Fill). /- <br /> Based on soil cuttings:Medium dense,moist,brown,silty SAND with <br /> - 2 gravel(SM);(Fill). <br /> _ 11 • .` Medium to very dense,moist,gray silty SAND with gravel(SM); <br /> S-1 12 weathered in upper several feet of unit,occasional iron oxide staining <br /> - 4 = 11 (Glacial Till-Qvt). <br /> - 6 - S2 21 22 <br /> ���. ������ <br /> 23 <br /> S-3 g 50/4 .`• Sample S-3:Becomes very dense,occasional silt lenses. %///�:�f:��%�• •/.. 7 . • . . . . . .> A <br /> - 10_ S-4 �/ 22 Sample S-4:Increased gravel,and occasional sandy lenses. /'////////////////// /x/A <br /> - LX� 33 f/� <br /> -14- <br /> S-5 Z 50/5 Sample S-5:Slight increase in moisture. � : : . :: : : 1�j%:�/�j <br /> 16 Bottom of boring at 15.4 feet below ground surface. Groundwater was <br /> not observed at the time of drilling.Surface elevation estimated from <br /> - - 7?? <br /> -18- <br /> 20 <br /> Completion Depth: 15.4ft Remarks:Standard Penetration Test(SPT)sampler driven with a 140 lb.safety hammer. <br /> Date Borehole Started: 8/10/17 Hammer operated with a rope and cathead mechanism. <br /> Date Borehole Completed: 8/10/17 <br /> Logged By: NER <br /> Drilling Company: Boretec1,Inc. <br /> panGE® LOG OF TEST BORING PG-1 <br /> INCORPORATED FigureA-2 <br /> The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 1 <br />