Laserfiche WebLink
I <br /> B-10 <br /> LAI Project No:0053112.010 <br /> SAMPLE DATA SOIL PROFILE gaaMoisture'Content(%)Claus <br /> Limit tic ) 40 60 $0l Mrt <br /> 0 <br /> v 6 o Drilling Method: HelloW-Stein Auger <br /> o .o A SPT N-Value A <br /> a n 19.5 NAVD 88 .i? A Nonstandard N-Value A <br /> o 2 , ii CO Ground Elevation(ft): _ } - g 20 40 60 80 <br /> ° Holocene DrillingInc. <br /> a as n © a cn Drilled By:w 3 X Fines Content(%)X <br /> a °' E E —° d m run Logged thy: DAR Date: 11/03/14 8 <br /> 0 w U)05 al <br /> m E- t7 D 0 20 40 60 80 <br /> 0 <br /> A� Dark b ,silty SAND Vith organics(loose, <br /> gM moist) <br /> (TOPSOIL) I <br /> Brown,silty,fine to coarse SAND with som <br /> e <br /> gravel. Exaggerated blow counts.Sampler <br /> S-1 I 1 b2 5015" driven into a large wood piece?(very dense, a <br /> moist) a <br /> (FILL) $ <br /> C <br /> W <br /> o <br /> —5 <br /> Grades to medium dense. z <br /> S211 b2 19 3 i <br /> -o <br /> a <br /> t <br /> .aw o <br /> Ski- Brownish-gray,fine to coarse SAND with silt 0 <br /> SM (very dense,moist) <br /> S-3 b2 50/6" <br /> I <br /> SW Brownish-gray,fine to medium SAND with <br /> 10 <br /> SM silt and trace gravel(medium dense,moist) <br /> S 4 �; b2 28 GS4 <br /> 1S-5 b2 24 A <br /> 15 <br /> S-6 I b <br /> I �(.. <br /> o._ Boring Completed 11/03/14 <br /> Total Depth of Boring=16.5 ft. II <br /> o- <br /> J <br /> (9--20' <br /> a <br /> o_ <br /> m <br /> -, III <br /> 0 <br /> .- <br /> V- <br /> CO <br /> 8L-25 <br /> N <br /> gr. <br /> 0 m <br /> a.- <br /> u <br /> v <br /> R <br /> I <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> a, 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 /> Riverside Business Park Figure <br /> i LANDAU Lots 2 Through s Log of Boring B-10 1 <br /> ' ASSOCIATES' Everett,Washington A— 1 <br />