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4 <br />It <br />Project: koz Development <br />Surface Elevation: Approx. XX feet <br />I ON <br />Jot?umber: 17-233 <br />Top of Casing Elev.: N/A <br />4..', tion: 1020 Broadway Ave, Everett, Washington <br />Drilling Method: Hollow Stem Auger <br />Coordinates: Northing: , Easting: <br />Sampling Method: SPT <br />o <br />Z <br />flF- <br />cc <br />N <br />a <br />M <br />c� <br />y <br />m <br />�' <br />Q> <br />—p <br />E <br />MATERIAL DESCRIPTION <br />N-Value <br />PL Moisture LL <br />® RQD RecoveryEM <br />0 <br />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 />2 <br />4 <br />S-1 <br />17 <br />31 <br />42 <br />Very dense, moist, gray silty SAND with gravel (SM); weathered in <br />upper several feet of unit, occasional iron oxide staining (Glacial Till - <br />Z. Qvt). <br />S-2 <br />37 <br />60/1 <br />6 <br />8 <br />S-3 <br />24 <br />37 <br />Sample S-3: Occasional medium, clean, sand lenses. <br />50/6 <br />10 <br />S-4 <br />20 <br />5015 <br />Sample S-4: Increased moisture, clean sandy lenses. <br />12 <br />Sample S-5: Silty sand, diamict texture. <br />S-5 <br />50/5 <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 />k <br />???. <br />16 <br />k <br />18 <br />- 20......... <br />......... <br />Completion Depth: 12.9ft <br />Date Borehole Started: 8/10/17 <br />Remarks: Standard Penetration Test (SPT) sampler driven with a 140 lb. safety hammer. <br />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 />F!anG--'rE@ LOG OF TEST BORING PG-3 <br />10e0aPaaATa0 FigureA-4 <br />The stratification lines represent approximate boundaries. The transition may be gradual. <br />Sheet 1 of 1 <br />