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Project: Proposed Multi-Family Development Surface Elevation: 452.0ft' <br /> Job Number: 16-210 Top of Casing Elev.: <br /> Location: 11229-19th Avenue SE, Everett Drilling Method: HSA <br /> Coordinates: Northing:47.89614, Easting:-122.20086 Sampling Method: SPT <br /> N-Value A <br /> o at >` cn <br /> $ Z '� co co o PL Moisture LL <br /> H <br /> 1L? a n MATERIAL DESCRIPTION [ • <br /> cn m O � RQD Recovery OO <br /> 0 0 50 100 <br /> • <br /> •.. Loose,dark grey to dark brown mottled with orange and red,gravelly, <br /> •*�:+ silty SAND(SM);moist;poorly graded, iron-oxide staining[Fill]. <br /> •�•�•�• <br /> OOOi <br /> - .�.�.•. <br /> X 12 AV* <br /> S-1 4 • <br /> •••• <br /> ••••••i• <br /> .4., <br /> 5 _ Dense to very dense,red-brown to grey-brown,slightly gravelly,silty . • • . . . . . . . . <br /> 23 fine SAND(SM);moist to water-bearing;poorly graded,interlayered <br /> S-2 17 fine sand with variable iron-oxide staining[Undifferentiated Glacial <br /> 33 ':..'. •: Drift]. <br /> 12 • <br /> S-3 22 <br /> 34 A <br /> —water bearing. <br /> S 4 26 <br /> 50/3 —little to no recovery(tip only).. . <br /> 4 <br /> Boring terminated at about 11.3 feet below grade. Groundwater was <br /> encountered at about 9 feet below grade during drilling. <br /> - 15 - - <br /> - 20 - <br /> 25 <br /> Completion Depth: 11.3ft 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 /> IflinGE ) LOG OF TEST BORING PG-4 <br /> INCORPORATED FigureA-5 <br /> The stratification lines represent approximate boundaries. The transition may be gradual. Sheet 1 of 1 <br />