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B-2 <br />SAMPLE DATA <br />SOIL PROFILE <br />Drilling Method: Hollow -Stem Auger <br />Z_ <br />E <br />Ground Elevation (ft): Not Determined <br />M <br />o mZ <br />o <br />@ <br />m <br />o <br />U) <br />o <br />15 n tv <br />w `rn° <br />o. <br />in <br />ca <br />m <br />to <br />a <br />U) <br />0) <br />Logged By: SMG Date: 03/14/17 <br />0 <br />oa <br />(D <br />- 0 <br />SW- <br />Black, gravelly, fine to medium SAND with <br />_ <br />SM <br />sift (loose to medium dense, wet) <br />- <br />(FILL) <br />_ <br />1 <br />b2 <br />25 <br />W7 GS <br />5 <br />_ <br />2 <br />b2 <br />29 <br />CL <br />Black CLAY with organics (soft, moist) <br />- <br />(ALLUVIUM) <br />3 <br />b2 <br />4 <br />10 4b2 4 W=57 color change to gray <br />� <br />15 01 <br />5 b2 6 W = 40 <br />AL <br />SM Gray, silty SAND with gravel and wood <br />debris (medium dense, wet) <br />20 <br />6 b2 16 WGS 8 Sp Gray, fine me to dium SAND with gravel and <br />trace sift (medium dense to dense, wet) <br />25 7b2 19 W-17 grades to gravelly <br />� <br />GS <br />30 <br />8 b2 37 W = 21 <br />Boring Completed 03/14/17 <br />Total Depth of Boring = 31.5 ft. <br />35 <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 symbols. <br />Riverside Business Park <br />LANDAU Public Access Project Log of Boring B-2 <br />ASSOCIATES Everett, Washington <br />LAI Project No: 0121030.010 <br />Moisture Content (%) <br />Plastic Liquid <br />Limit Limit <br />20 40 60 80 <br />♦ SPT N-Value A <br />A Non -Standard N-Value 6 <br />20 40 60 80 <br />X Fines Content (%) X <br />20 40 60 80 <br />eA <br />A <br />A: � <br />ft <br />0 A <br />Figure <br />A-3 <br />