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BORING LOG NO. B-1 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 Exhibit A-2 ,Z °Wa w a) <br /> OJ Lt w0 F wJ w CO o z H LT_ <br /> i > w CO ~Dw <w <br /> 0_ 0 ,w J <br /> Approximate Surface Elev.110.5(Ft)+/- o Q co Q w o ce o O ce <br /> DEPTH ELEVATION(Ft.) O co U a <br /> 1 3"ASPHALT ,i10 5+/,. <br /> e SILTY SAND(SM),with gravel,dark brown,dense,moist(PROBABLE — <br /> FILL) — X <br /> 15 12-17-13 S-1 7 <br /> N=30 <br /> • 3.0 107.5+/- _ <br /> �A' SILTY SAND(SM),with gravel,light brown,dense to very dense,moist X <br /> 6-16-16 <br /> ;Ate (GLACIAL TILL) _ 10 N=32 S-2 <br /> 5- <br /> 11-30-50/6" <br /> 16.5 104+/ _ X 16 N=80/12" S-3 <br /> Boring Terminated at 6.5 Feet <br /> i <br /> i <br /> 0 <br /> a <br /> w <br /> x <br /> J <br /> a <br /> z <br /> 3 <br /> E <br /> 0 <br /> 2 <br /> 0 <br /> ce <br /> 6 <br /> w ,— <br /> Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic SPT Hammer <br /> ce <br /> w <br /> co Advancement Method: See Appendix Afor description of field procedures. Notes: <br /> o Hollow Stem Auger <br /> li <br /> See Appendix B for description of laboratory <br /> > procedures and additional data(if any). <br /> 2 Abandonment Method: <br /> (/) Borings backfilled with bentonite chips upon completion <br /> 0 <br /> O <br /> 2 WATER LEVEL OBSERVATIONS <br /> o Boring Started:12/26/2013 Boring Completed:12/26/2013 <br /> E Not Encountered iierracon gInc.___ <br /> m Drill Ri :Truck B-61 Driller:Environmental Drilling,Inc. <br /> co 21905 64th Ave.W,Suite 100 <br /> i- Mountlake Terrace,Washington Project No.:81135080 Exhibit: A-1 <br />