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Date 9/20/2017 Hole dia. (in) 6 o, > Standard Penetration Resistance <br /> B-2 Logged byBAG Hole depth ft 11.5 ani '" ' "' <br /> p , o (140 lb. weight, 30" drop) <br /> Driller EDI Well dia. (in) N/A U u `�°�, °' • SPT N60 (blows/ft) <br /> Page 1 of 1 Elevation (ft) -435 Well depth N/A o o a El Moisture Content (%) <br /> Sample Liner No Hammer Eff. 80% . m .Y o <br /> LITHOLOGY/ DESCRIPTION o z 0 10 20 30 40 50 60 65+ <br /> 3/4-inch asphalt-no base course _ <br /> 1 <br /> 2- <br /> - <br /> Gray silty sand with gravel trace wood (medium dense, SM 18/18 6 3— <br /> moist) (Fill) 7 - <br /> 11 4— ' <br /> 5 <br /> Gray silty sand with gravel trace wood (loose, moist) (Fill) SM 10/18 4 _ <br /> 2 6— ■ <br /> 4 <br /> 7— <br /> Gray silty sand with gravel (medium dense, moist)(Fill) SM 18/18 3 8- <br /> 5 <br /> 7 <br /> 9 <br /> 10 <br /> Gray sand with gravel trace silt(very dense, moist) (Fill?) SP 10/18 15 _ <br /> 40 <br /> 11 — ! • <br /> 44 <br /> Boring completed at 11.5 feet on September 20, 2017 <br /> 12— <br /> Groundwater was not observed - <br /> 13— : <br /> 14 <br /> 15 <br /> 16— <br /> 17— ' <br /> 18- <br /> 19- <br /> - <br /> 20 <br /> 21 <br /> 22— <br /> 23- <br /> 24- <br /> 25 <br /> 3- <br /> 24-25 <br /> Phone: 425-488-0599 <br /> Fax: 425-488-2330 Community Transit MCOB <br /> ROBINSON <br /> 17625- 130th Avenue Northeast, Suite 102 <br /> NOBLE Woodinville, Washington 98072 <br /> 3224-002A Figure 5 <br />