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I <br /> I B-10 <br /> LAI Project No:0053112.010 <br /> SAMPLE DATA45 SOIL PROFILE q8 Moisture Content(%)`qud <br /> 20 40 60 1 Limit <br /> 80 <br /> o Drilling Method: Hollow-Stem Auger <br /> a) a o A SPT N-Value <br /> EE <br /> E 19.5(NAVD 88) ?? 0 Non-Standard N-Vetue 0 <br /> i F <br /> o Z�a o :° T Ground Elevation(ft): o 20 40 60 80 <br /> c a) Z m LL f0 o Holocene DrillingInc. a <br /> a a ;n o a Drilled By: X Fines Content(%)X <br /> cu 'm ccoo- E c av'i `O u) Logged By: DAR Date: 11/03/14 2 <br /> o w u)05 rn COI- 0D 020 40 60 80 <br /> 0 SM Dark brown,silty SAND with Organics(loose, <br /> = glvj moist} (TOPSOIL) <br /> Brown,silty,fine to coarse SAND with some _ <br /> gravel. Exaggerated blow counts.Sampler 0 - <br /> S-1 T I b2 5015" driven into a large wood piece?(very dense, a) _ <br /> moist) 3 <br /> (FILL) 8 _ <br /> w <br /> 6 <br /> 5 z <br /> _ Grades to medium dense. <br /> S-2 b2 19 3 ♦ <br /> c <br /> o <br /> o <br /> - SP Brownish-gray,fine to coarse SAND with silt 0SM (very dense,moist) <br /> S-3 b2 50/6" <br /> SW Brownish-gray,fine to medium SAND with L. <br /> SM silt and trace gravel(medium dense,moist) <br /> —10 — <br /> - S 4� b2 28 GSi _ <br /> _ S5ff b2 24 • <br /> —15 — <br /> S-6 b2 12 • <br /> I a Boring Completed 11/03/14 <br /> Total Depth of Boring=16.5 ft. <br /> c o - <br /> x <br /> I-- <br /> Io <br /> o - <br /> c9—20 <br /> z <br /> o- <br /> II co <br /> r°n- <br /> Fe.- <br /> o <br /> d <br /> I c <br /> in <br /> 0 <br /> F —25 <br /> N - <br /> to <br /> irs <br /> O <br /> a,. <br /> - <br /> Zri <br /> - Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> II <br /> 0 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> io <br /> I Riverside Business Park Figure <br /> IALANDAU Lots 2 Through 6 Log of Boring B-10 A-11 <br /> ASSOCIATES Everett,Washington <br /> I <br />