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• <br /> BORING LOG NO. B-2 Page 1 of 1 <br /> PROJECT: Everett Starbucks CLIENT: SCM Solutions, LLC <br /> Fort Collins,CO <br /> SITE: 1010 N. Broadway <br /> Everett,Washington <br /> o LOCATION See ExhibitA-2 _,z w . lco <br /> o v w 00 — w w <br /> 0 r �- W CO 7 it 1::' E. <br /> 2 -Q w W 1-J Z wZ <br /> as wix a > � w ¢F w <br /> 0 Approximate Surface Elev.106.5(Ft)+/- a <m Q w--'K z <br /> DEPTH ELEVATION(Ft.) 0 co C w ( 0 a <br /> 3"ASPHALT /406 5+/y <br /> '4,1 SILTY SAND(SMI,with gravel,dark brown,dense,moist(PROBABLE — <br /> . FILL) <br /> a <br /> 3.0 103.5+/- <br /> —e 15-33-29 <br /> ;rt.; SILTY GRAVELLY SAND(SW,light brown,dense to very dense,moist 16 S-1 7 17 <br /> W. (GLACIAL TILL) — N=62 <br /> _ X18 17-37-46 S-2 <br /> 11.5 100+/- N=83 <br /> Boring Terminated at 6.5 Feet <br /> 0 <br /> 0 <br /> a <br /> w <br /> ce <br /> _, <br /> a <br /> z <br /> 0 <br /> c7 <br /> 0 <br /> 2 <br /> 0 <br /> CC <br /> Li_ <br /> 0 <br /> W , <br /> gStratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic SPT Hammer <br /> a <br /> w <br /> Advancement Method: See Appendix Afor description of field procedures. Notes: <br /> o Hollow Stem Auger <br /> See Appendix B for description of laboratory <br /> > procedures and additional data(if any). <br /> F- <br /> O Abandonment Method: <br /> co Borings backfilled with bentonite chips upon completion <br /> 0 <br /> 0 <br /> WATER LEVEL OBSERVATIONS <br /> 0 Boring Started:12/26/2013 Boring Completed:12/26/2013 <br /> E Not Encountered strewn <br /> m Drill Rig:Truck B-61 Driller.Environmental Drilling,Inc. <br /> ro 21905 64th Ave.W,Suite 100 <br /> E Mountlake Terrace,Washington Project No.:81135080 Exhibit: A-2 <br />