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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 /> p a) c �? <br /> N-Value• <br /> Z pi) o PL Moisture LL <br /> . a v MATERIAL DESCRIPTION I • <br /> 0 u) com O g RQD Recovery rg <br /> 0 0 50 100 <br /> Approximately 5"asphalt at surface. <br /> Based on soil cuttings:Loose,moist,brown,silty SAND with gravel <br /> (SM);(Fill). <br /> 17 Very dense,moist,gray silty SAND with gravel(SM);weathered in <br /> S-1 31 upper several feet of unit,occasional iron oxide staining(Glacial Till- <br /> Qvt)• / • • • •42 <br /> • <br /> 4 <br /> • <br /> 37 <br /> - S 2 L� 50/1 • <br /> - 6 - <br /> - 8 - 24 Sample S-3:Occasional medium,clean,sand lenses. �/ <br /> S-3 37 ' <br /> //750/6 <br /> =10_ S-4 50 5 Sample S 4:Increased moisture,clean sandy lenses. '�/////11/��/�����7/7/ //� <br /> 12 • Sample S-5:Silty sand,diamict texture. <br /> S-5 Z 50/5 /l/✓//l/�/�/l�l/����✓/�/l/�/1��Ai* <br /> Bottom of boring at 12.9 feet below ground surface. Groundwater was <br /> - - not observed at the time of drilling.Surface elevation estimated from <br /> - 14- ???, • <br /> -16- <br /> 18- <br /> 20 <br /> Completion Depth: 12.9ft 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: Boretecl,Inc. <br /> IJE® LOG OF TEST BORING PG-3 <br /> INCORPORATED FigureA-4 <br /> The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 1 <br />