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Date 9/20/2017 Hole dia. (in) 6 Standard Penetration Resistance <br /> B-5 Logged by BAG Hole depth ft 11.5 CD C> _ (140 lb. weight, 30" drop) <br /> Driller EDI Well dia. (in) N/A Li 8 3 `�° a�`� • SPT N60 (blows/ft) <br /> Page 1 of 1 Elevation (ft) –435.5 Well depth N/A D o o > Q Moisture Content (%) <br /> Sample Liner No Hammer Eff. 80% a m ' <br /> 0 <br /> LITHOLOGY/ DESCRIPTION E o Zcn <br /> 0 10 20 30 40 50 60 65+ <br /> 1-3/4-inch asphalt-no base course <br /> 1 - <br /> 2— <br /> Gray silty sand with gravel (medium dense, moist) (Fill) SM 12/18 7 3- <br /> 8 – ! <br /> 17 4— <br /> 5 <br /> Grayish-brown silty sand with gravel trace mottling (very SM 12/18 15 _ <br /> dense, moist) (Fill) 336— MI <br /> 20 _ <br /> 7— <br /> Grayish-brown sand with silt and gravel (very dense, moist) SP-SM 12/18 19 _ <br /> (Fill) 39 8 <br /> ■ <br /> 36 <br /> g- <br /> 10— <br /> Brown <br /> — <br /> 10— <br /> Brown sand trace silt and gravel (medium dense, moist) SP-SM 10/18 11 _ <br /> (Fill) 14 <br /> 13 <br /> 11 — • ■ <br /> Boring completed at 11.5 feet on September 20, 2017 <br /> 12— <br /> Groundwater was not observed <br /> Caving observed at 6 feet <br /> 13- <br /> 14- 1 <br /> 15- <br /> - <br /> 5 I J <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 20 <br /> 21 - <br /> 22- <br /> - <br /> 1 -22 <br /> 23- <br /> - <br /> 24- <br /> 25 <br /> Phone: 425-488-0599 <br /> Fax: 425-488-2330 Community Transit MCOB <br /> noomftemme <br /> ROBINSON 17625- 130th Avenue Northeast, Suite 102 <br /> Woodinville,Washington 98072 3224-002A Figure 8 <br /> NOBLE <br />