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11 <br />Project <br />koz Development <br />Surface Elevation: <br />Approx. XX feet <br />Jobodmber: <br />17-233 <br />Top of Casing Elev.: <br />N/A <br />L.1-ation: <br />1020 Broadway Ave, Everett, Washington <br />Drilling Method: <br />Hollow Stem Auger <br />Coordinates: <br />Northing: , Easting: <br />Sampling Method: <br />SPT <br />N-Value <br />$ <br />o <br />Z <br />CL <br />H <br />(p <br />p <br />Q <br />PL Moisture LL <br />a d E MATERIAL DESCRIPTION <br />o RQD Recovery <br />CO W Fa O ® <br />0 0 50 100 <br />2 <br />11 <br />S-1 <br />12 <br />11 <br />4 <br />22 <br />S-2 <br />23 <br />6 <br />.` ..: <br />S-3 <br />50/4 <br />8 <br />10 <br />22 <br />S-4 <br />23 <br />33 <br />12 <br />14 <br />S-5 <br />50/5 <br />16 <br />18 <br />Approximately 1.5 asphalt at surface. <br />Based on soil cuttings: Medium dense, moist, gray -brown GRAVEL <br />with sand a_nd_silt (GP); (Fill). _ _ _ _ _ _ _ _ _ _ _ _/ <br />Based on soil cuttings: Medium dense, moist, brown, silty SAND with <br />gravel (SM); (Fill). <br />Medium to very dense, moist, gray silty SAND with gravel (SM); <br />weathered in upper several feet of unit, occasional iron oxide staining <br />(Glacial Till - Qvt). <br />Sample S-3: Becomes very dense, occasional silt lenses. <br />Sample S-4: Increased gravel, and occasional sandy lenses. <br />Sample S-5: Slight increase in moisture. <br />......... ......... <br />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 />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <br />......... ......... <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 />RxiGE& LOG OF TEST BORING PG-1 <br />10C0RP0RAT1110 FigureA-2 <br />The stratification lines represent approximate boundaries. The transition may be gradual. <br />Sheet 1 of 1 <br />