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Project: Proposed Multi-Family Development Surface Elevation: 455.0ft <br /> Job Number: 16-210 Top of Casing Elev.: <br /> Location: 11229-19th Avenue SE, Everett Drilling Method: HSA <br /> Coordinates: Northing:47.89616,Easting:-122.20161 Sampling Method: SPT <br /> o _ N-Value <br /> cn <br /> Z co N o PL Moisture LL <br /> a s ; E MATERIAL DESCRIPTION I • <br /> 03 <br /> O m O • ROD Recovery NN <br /> 0 0 50 100 <br /> Dense to very dense,grey-brown,slightly gravelly,slightly silty to silty, <br /> fine SAND(SM);moist;poorly graded,interlayered fine sand with <br /> iron-oxide staining[Undifferentiated Glacial Drift]. <br /> S-1 X17 <br /> 29 • <br /> 35 <br /> 5 17 <br /> S-2 X 24 • <br /> S-3 g 50/6 �1�••:�������...������1��: ������ � <br /> • <br /> 10 54 50/4 increasing fines content(silty SAND/sandy SILT). �j!// //f////f/f/ <br /> --gravelly drilling. <br /> - 15 - S-5 S 50/3 • / 1/'(/(iT'iii(iii(il'i . 75741\--little to no recovery(tip only). . . . . . , , . . , , , <br /> Boring terminated at about 15.3 feet below grade. No groundwater <br /> encountered during drilling. <br /> • <br /> -20 - <br /> 25 <br /> Completion Depth: 15.3ft Remarks: Drilling was performed using an EC 95 Track Drill.Standard Penetration Test <br /> Date Borehole Started: 8/17/16 (SPT)sampler driven with a 140 lb hammer using a rope and cathead dropping 30 inches <br /> Date Borehole Completed: 8/17/16 per stroke. <br /> Logged By: B.Weitering <br /> Drilling Company: Boretec <br /> FTIGE® LOG OF TEST BORING PG-2 <br /> INCORPORATED FigureA-3 <br /> The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of <br />