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Date 9/20/2017 Hole dia. (in) 6 Standard Penetration Resistance <br /> B-3 Logged by BAG Hole depth ft 11.5 > c E' °; _ (140 lb. weight, 30" drop) <br /> m N <br /> Driller EDI Well dia. (in) N/A c� jUV ' • SPT N60 (blows/ft) <br /> Page 1 of 1 Elevation (ft) –436 Well depth N/A c = ->"o o Q ra Moisture Content (%) <br /> Sample Liner No Hammer Eff. 80% a c m .0 <br /> LITHOLOGY/ DESCRIPTION cn z 0 10 20 30 40 50 60 65+ <br /> 1-3/4-inch asphalt-no base course <br /> – <br /> 2— <br /> Gray silty sand with gravel trace wood (dense, moist) (Fill) SM 16/18 3 <br /> 3- <br /> 20 —20 <br /> 14 <br /> 4- <br /> - <br /> Gray silty sand with gravel (loose, moist) (Fill) SM 9/19 3 5 <br /> 6 <br /> 6 – <br /> 7 <br /> Gray silty sand with gravel trace wood with 1-inch layer SM 18/18 5 <br /> 8— <br /> of silt(medium dense, moist) (Fill) 7 _ <br /> 6 9 <br /> 10 <br /> Grayish-brown sand with silt and gravel (medium dense, SP-SM 9/18 5 _ <br /> moist) (Fill?) 7 <br /> 13 11 — ■ <br /> Boring completed at 11.5 feet on September 20, 2017 <br /> 12— <br /> Groundwater was not observed <br /> – <br /> 13- <br /> 14- 1 <br /> 314— I <br /> 15 _- r <br /> 16- <br /> 17— <br /> _ I <br /> 18- <br /> - I <br /> 19— I <br /> 20 <br /> 21 - <br /> 22- <br /> 23- <br /> - <br /> 1 -2223— <br /> 24- <br /> 25 <br /> Phone: 425-488-0599 <br /> morn Fax: 425-488-2330 Community Transit MCOB <br /> ROBINSON 17625- 130th Avenue Northeast, Suite 102 <br /> 3224-002A Figure 6 <br /> NOBLE Woodinville, Washington 98072 <br />