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B- 4 <br />LAI Project No: 0053112.010 <br />SAMPLE DATA <br />SOIL PROFILE <br />Moisture Content (%) Ujuld <br />rterec: <br />Umft <br />rdt:�' j Limk <br />20 40 60 80 <br />a`) <br />a <br />d <br />Drilling Method: Hollow -Stem Auger <br />A SPT N-Value <br />iK E <br />T <br />6 ' <br />E <br />14 NAVD 88 <br />Ground Elevation (ft): ( ? <br />.� <br />m <br />NmSiendard N-Value G <br />z m <br />o "' Z <br />m <br />c <br />a <br />1Q <br />o <br />rn <br />`—' <br />,, <br />m <br />Holocene Drilling Ina <br />Dnlled By g, - _ - — <br />3 <br />20 40 60 80 <br />£ <br />@ a iv <br />e <br />a <br />E <br />w <br />a <br />X Fines Content (%) X <br />a <br />o <br />d w <br />w U) as <br />rN <br />c <br />m <br />H <br />m <br />c9 <br />in <br />Logged gy- DAR Date: 11/03/14 <br />- <br />° <br />c7 <br />20 40 60 80 <br />0 <br />` SM <br />Dark brown. silty SAND with organics (loose. <br />SM <br />moist) <br />` <br />(TOPSOIL) <br />Gray, gravely, very silty, fine to medium <br />SAND (very loose, moist) <br />(FILL) <br />1-5 <br />1-15 <br />1-20 <br />1— 25 <br />S•1 b2 3 <br />GS <br />S-2 b2 2 <br />S 3 b2 22 <br />11-4 �, b2 17 <br />S-5 b2 24 <br />S-61 b2 13 <br />Boring Completed 11/03/14 <br />Total Depth of Boring = 16.5 ft. <br />• X <br />w <br />o <br />iu <br />m <br />3 <br />y __ _�_ __,�.__ — —- <br />-— <br />ML Gray SILT with "sand (very stiff, mast) <br />A <br />SP Gray, fine to coarse SAND (medium delnse, <br />moist) <br />r <br />Grades to include wood pieces <br />Grades to without wood pieces <br />Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br />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 symbois. <br />Riverside Business Park <br />LANDAU Lots 2 Through 6 Log of Boring B- 4 <br />ASSOCIATES Everett, Washington <br />Figure <br />A-5 <br />