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Date 10/25/2017 Hole dia. (in) 6 z N Standard Penetration Resistance <br /> B-10 Logged by BAG Hole depth ft 31.5' > @ 7 cn a) (140 lb. weight, 30" drop) <br /> DrillerHolocene Well dia. (in) N/A ci• 0 - o • SPT N60 (blows/ft) <br /> Page 1 of 2 Elevation (ft) -435.5 Well depth N/A co o t -.s N Moisture Content (%) <br /> Sample Liner No Hammer Eff. 80% a --C0m g o <br /> E '- z 0 10 20 30 40 50 60 65+ <br /> LITHOLOGY/ DESCRIPTION ;, <br /> 2 3/4"asphalt :•3 _ <br /> Gray silty sand with gravel trace clay(medium dense, SM 18/18 14 <br /> 1 <br /> moist) (Fill) 15 <br /> 2.1"..s.. ."4"*....4%.*****"46■ <br /> 14 2— <br /> Grayish-brown silty fine sand with gravel trace wood SM 0/18 9 _ i <br /> (medium dense, moist) (Fill) 8 3— <br /> 11 _ <br /> Grayish-brown silty sand with gravel (very dense, moist) SM 14/18 31 l _ <br /> (Fill) 35 .: 4 <br /> a <br /> 29 5 ' <br /> Grayish-brown silty sand with gravel (very dense, moist) SM 18/18 23 <br /> - <br /> (Fill) 39 ) 6— ■ <br /> 22 _ <br /> Grayish-brown silty fine to medium sand with gravel SM 12/18 16 7— <br /> (dense, moist) 23 - a <br /> 23 8— <br /> • <br /> Grayish-brown silty fine to medium sand with gravel SM 12/18 18 - 1 <br /> (dense, moist) 24 I <br /> 9— ® <br /> 15 <br /> I <br /> 10— - <br /> Brown sand with silt trace gravel (dense, moist) SP-SM 12/18 12 <br /> - <br /> 24 <br /> 11 — ■ . <br /> 12 <br /> 12- <br /> 13- <br /> 14- <br /> 15 <br /> Brown silty fine sand trace gravel, trace peat lense(1/32") SM 18/18 6 <br /> - <br /> (medium dense, moist) 5 16- <br /> 8 <br /> 17 <br /> 18— <br /> _____-_____-_____-------___-____-----______ 19- <br /> 20 <br /> Brown sand with silt and gravel (dense, moist) (Native) SP-SM 12/18 11 <br /> - <br /> 27 <br /> 21 — a <br /> 21 <br /> 22— <br /> 23— <br /> 24— <br /> 25 <br /> Phone: 425-488-0599 <br /> ........ Fax: 425-488-2330 Community Transit MCOB <br /> ROBINSON 17625- 130th Avenue Northeast, Suite 102 <br /> NOBLE Woodinville,Washington 98072 3224-002A Figure 17 <br />