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I <br /> I B- 5 LAI Project No:0053112.010 <br /> Moisture Content(%) <br /> SAMPLE DATA SOIL PROFILE %sac Liquid <br /> it0 40 60 80 Urns <br /> — — <br /> a a DuLim2 <br /> Drilling Method:_Hollow-Stem Auger ♦SPT N-Value♦ <br /> EL E y N Non-Standard N-Value e <br /> T >• E Ground Elevation(ft): 14(NAND 88) <br /> Z Po `—' u7 Holocene DrillingInc. 20 40 60 80 <br /> n aD a w o n co Drilled By: X Fines Content(%)X <br /> o w co ae co m Logged By: DAR Date: 11/03/14 2 <br /> 0 20 40 60 80 <br /> - 0 -- - •--- _�..—_A <br /> —�SM Dark brown,silty SAND with organics(loose, /— <br /> SM moist) <br /> I (TOPSOIL) <br /> Brownish-gray,very silty,fine to medium <br /> SAND with gravel(loose,moist) _ <br /> r (FILL) _ <br /> S-1 I b2 8 =♦ <br /> -5 _ <br /> I S-2 b2 6 W-14 <br /> GS A• X <br /> I I <br /> ML Gray SILT(very stiff,moist) _ <br /> IS-3 b2 16 - - ♦ <br /> SP Brownish-gray,fine to coarse SAND - <br /> (medium dense,moist) <br /> I --10 <br /> S4111!I b2 18 _- A <br /> 1 <br /> I <br /> S 5 b2 16 x _ <br /> 0 <br /> ui - <br /> I -15 Grades to loose and wet Q <br /> S-6111:1 b2 8 _ <br /> II <br /> Boring Completed 11/03/14 <br /> Total Depth of Boring=16.5 ft. <br /> CD <br /> I § - <br /> to <br /> 0 <br /> -20 <br /> z _ <br /> ie <br /> Io <br /> E <br /> a. <br /> a <br /> ci <br /> ii <br /> ;"3 <br /> O <br /> F -25 <br /> 1 o - <br /> a - <br /> 1 iu <br /> m Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> 0 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> isi <br /> 3. Refer to"Soil Classification System and Key'figure for explanation of graphics and symbols. <br /> m <br /> to <br /> IRiverside Business Park Figure <br /> IA LANDAU Lots 2 Through 6 Log of Boring B- 5 A-6 <br /> IASSOCIATES Everett,Washington <br />