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BORING LOG NO. B-4 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 J co w co <br /> p u Z }0_ - F m o w <br /> WH F- >' co j <br /> 2 QQK J w w ~� Z <br /> ZLU= Q> � HWQ0_ a Wd <br /> < ur <br /> 0 J Z <br /> Approximate mate Surface Elev.110(FL)+/ 2 O Lto m Q <br /> DEPTH ELEVATION(Ft.) p CDp a <br /> 3"ASPHALT ,,.11o+L <br /> °,. SILTY SAND(SM),with gravel,dark brown,dense,moist(PROBABLE — <br /> FILL) <br /> •'®•3.0 107+/- \/ 9-27-31 <br /> SILTY SAND(SM1,with gravel,trace cobbles,light brown,very dense, x 18 N=58 S-1 <br /> moist(GLACIAL TILL) <br /> 5— X_ 16 12-31-40S-2 9 <br /> N=71 <br /> — 33-37-40 <br /> 18 S-3 <br /> N=77 <br /> 10— \/ <br /> _ x 18 1 N251 0 S-4 <br /> • <br /> • <br /> 15— X <br /> _ 16 15-20-27 S-5 <br /> N=47 <br /> 20— <br /> 16 18-35-45 S-6 <br /> o • ' 21.5 88.5+/- N=80 <br /> Boring Terminated at 21.5 Feet <br /> u_ <br /> LL <br /> ° <br /> Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic SPT Hammer <br /> a <br /> Advancement Method: See Appendix Afar 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 /> ~ - - <br /> o Abandonment Method: <br /> c Borings backfilled with bentonite chips upon completion <br /> o <br /> WATER LEVEL OBSERVATIONS <br /> z Boring Started:12/26/2013 Boring Completed:12/26/2013 <br /> Not Encountered <br /> con <br /> m Drill Rig:Truck B 61 Driller:Environmental Dulling,Inc. <br /> N 21905 64th Ave.W,Suite 100 <br /> Mountlake Terrace,Washington Project No.:81135080 Exhibit: A-4 <br />