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BORING LOG NO. B-3 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 /> c9 LOCATION See Exhibit A-2 w z Cod r co <br /> w <br /> OJ WO >- } Lu Z <br /> H LL <br /> U = ¢ W W F� Z <w z <br /> o wW d O wW . �z w <br /> Approximate Surface Elev.108(Ft.)+/- p ¢m Q w LL O ce <br /> DEPTH ELEVATION(Ft.) O cn <br /> a <br /> PHALT c.108+' <br /> . SILTY SAND(SMI,with gravel,dark brown,dense,moist(PROBABLE — <br /> • FILL) <br /> . 3.0 105+/- - \/ 17-23 24 <br /> SILTY SAND(SM),trace to with gravel,trace cobbles,light brown,very x 18 N=47 Si- <br /> Z dense,moist(GLACIAL TILL) <br /> 5— X <br /> 18 9 17-34_ S-2 10 39 <br /> N=51 <br /> — X 12 43-50/4" S-3 <br /> N=50/4" , <br /> 10-- <br /> . V 21 32 47 16 S-4 <br /> N=79 <br /> • <br /> 15— X 12 29-50/5" S_5 <br /> N=50/5" <br /> • <br /> 20— <br /> 22-39-50/6" <br /> d• l.5 86.5+/- 16 2-39-5 2" S-6 <br /> Boring Terminated at 21.5 Feet <br /> ce <br /> O <br /> O <br /> re <br /> u. <br /> Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic SPT Hammer <br /> LL• 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 /> z Abandonment Method: <br /> Borings backfilled with bentonite chips upon completion <br /> O <br /> 0 <br /> WATER LEVEL OBSERVATIONS <br /> r <br /> erracon Boring forted:12/26/2013 Boring Completed:12/26/20139 <br /> • Not Encountered <br /> si <br /> O Drill Rig:Truck B-61 Driller:Environmental Drilling,Inc. <br /> m <br /> 21905 64th Ave.W,Suite 100 <br /> Mountlake Terrace,Washington Project No.:81135080 Exhibit: A-3 <br />