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8-10-14 LAI Project No:1423002.010 <br /> SAMPLE DATA SOIL PROFILE PiasMMoisture Content(%)Lwuia <br /> Limit I • I Limit <br /> 10 20 30 40 <br /> Drilling Method: Hollow-Stem Auger - <br /> -fl n - o g A SPT N-Value A <br /> z_ o T E Ground Elevation(ft): 533.19 0 Non-Standard N-V iue 0 <br /> m 10 20 30 40 <br /> o w2 `m L\ m cn <br /> m fl o N 0X Fines Content(%)X <br /> a) m m m m 2 a)) m Logged By: DHF Date: 04/11/14 2 <br /> o w co xs co co r 0C) 10 20 30 40 <br /> —35 9--- b2 1" W=9 SP Gray,coarse SAND with trace silt and fine to <br /> medium sand(very dense,wet) - <br /> —495 <br /> 50/ <br /> —40 10��b2`\530/(' W=6 - SM/ Gray,silty,fine to medium SAND with • 3„ <br /> Boring Completed 04/11/14 \coarse sand(very dense,moist) <br /> Total Depth of Boring=40.3 ft. <br /> AN <br /> —45 <br /> —50 <br /> x- s <br /> x <br /> 1— <br /> U' —55 F .� <br /> z <br /> 0 <br /> _ <br /> 44. <br /> o—60 <br /> O_ <br /> - <br /> ca <br /> O <br /> o <br /> H— <br /> Y <br /> W <br /> 0-65 <br /> J_ <br /> J <br /> W_ <br /> W <br /> p- <br /> U <br /> v <br /> —70 <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 /> M 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> 777X Composite Wing Figure <br /> IALANDAU Fabrication Center Log of Boring B-10-14 A-12 <br /> ASSOCIATES Everett,Washington (2of2) <br />