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I <br />It <br />Project koz Development <br />Surface Elevation: Approx. XX feet <br />Jo umber: 17-233 <br />Top of Casing Elev.: N/A <br />I - tion: 1020 Broadway Ave, Everett, Washington <br />Drilling Method: Hollow Stem Auger <br />Coordinates: Northing: , Easting: <br />Sampling Method: SPT <br />y <br />N-Value <br />.. <br />o <br />d <br />c <br />(0 <br />.. <br />PL Moisture LL <br />Q <br />? <br />E <br />MATERIAL DESCRIPTION <br />n <br />CL <br />rn <br />O <br />®RQD Recovery <br />to <br />m <br />0 50 100 <br />0 <br />Approximately 5" asphalt at surface. <br />Medium dense, moist, brown, silty SAND with gravel (SM); rock in <br />sampler tip (Fill). <br />2 <br />18 <br />S-1 <br />36 <br />;> <br />4 <br />50/6 <br />32 <br />Very dense, moist, gray silty SAND with gravel (SM); weathered in <br />S-2 <br />50/6 <br />upper several feet of unit, occasional iron oxide staining (Glacial Till - <br />6 <br />:... ;'. <br />Qvt). <br />S-3 <br />50/6 <br />Sample S-3: Increased gravel. <br />8 <br />10 <br />39 <br />Sample S-4: Decreased gravel and silt- becomes sandy. <br />S-4 <br />50/6 <br />Bottom of boring at 11 feet below ground surface. Groundwater was <br />112-???. <br />not observed at the time of drilling. Surface elevation estimated from <br />......... <br />......... <br />F14 <br />16 <br />18 <br />F <br />F <br />20 <br />......... I ......... <br />Completion Depth: 11.0ft <br />Remarks: Standard Penetration Test (SPT) sampler driven with a 140 lb. safety hammer. <br />Date Borehole Started: 8/10/17 <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 />RnGHO <br />LOG OF TEST BORING PG-2 <br />10C0RP0awVE0 <br />FigureA-3 <br />The stratification lines represent approximate boundaries. The transition may be gradual. <br />Sheet 1 of 1 <br />