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Date 10/24/2017 Hole dia. (in) 6 •le. . Standard Penetration Resistance <br /> B-6 Logged by BAG Hole depth ft 31,5' > @ e' _ cy) ,- (140 lb. weight, 30" drop) <br /> Driller Holocene Well dia. (in) N/A c.i m a .° °2 • SPT N60 (blows/ft) <br /> Page 1 of 2 Elevation (ft) —432.5 Well depth N/A o o Ta Moisture Content (%) <br /> Sample Liner No Hammer Eff. 80% E m m 2 o <br /> LITHOLOGY/ DESCRIPTION o z 0 10 20 30 40 50 60 65+ <br /> 1 1/2"asphalt _ <br /> Gray silty sand with gravel (dense, moist) (Fill) SM 18/18 16 - - <br /> 1 — <br /> 17 - <br /> — ■ <br /> \ '4>° <br /> 2— <br /> Gray silty sand with gravel (dense, moist) (Fill) SM 18/18 19 :-- _ <br /> 19 3— II <br /> 21 _ <br /> Gray silty sand with gravel trace clay(very dense, moist) SM 8/18 11 =• 4— <br /> (Fill) 26 — <br /> 42 5— <br /> Gray silty sand with gravel trace clay(medium dense, SM 11/18 8 — <br /> moist) (Fill) 14 -- Y6— • <br /> ii l 1. <br /> 12 4 _ <br /> Gray silty sand with gravel trace clay(medium dense, SM 16/18 12 "• 7_ <br /> moist) (Fill) 16 :_ — <br /> II <br /> 14 : 8— I <br /> Grayish-brown silty sand trace gravel, clay and wood debris SM 12/18 5 _ <br /> (loose, moist) (Fill) 5 9- <br /> 5 <br /> —>: 10— - <br /> Grayish-brown silty sand trace gravel, clay and wood debris SM 18/18 6 _ <br /> (loose, moist) (Fill) 6 - 11 — <br /> 5 <br /> E. 12— <br /> 13— ' <br /> 15— ------ <br /> Gray fine to medium sand trace silt and gravel (dense,wet) SP 18/18 7 --.M-- i <br /> _ <br /> 11 16— ■ <br /> 30 <br /> 17- <br /> - I , <br /> 18- <br /> 19— <br /> 20— ' <br /> Gray fine to medium sand trace silt and gravel(medium SP 18/18 11 - <br /> — <br /> dense, wet) 9 <br /> 21 — ' ■ <br /> 12 <br /> — <br /> 22— <br /> -: 23— <br /> 24 <br /> 25 <br /> Phone: 425-488-0599 <br /> amiiIIIMII <br /> ammimme Fax: 425-488-2330 Community Transit MCOB <br /> ROBINSON 17625- 130th Avenue Northeast, Suite 102 <br /> 3224-002A Figure 9 <br /> NOBLE Woodinville, Washington 98072 <br />