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BORING LOG NO. B-07-19 Page 1of2 <br /> PROJECT: Kaiser Everett Medical Center CLIENT: Kaiser Permanente <br /> Renton,WA <br /> SITE: 2930 Maple Street <br /> Everett,WA <br /> LOCATION See Exploration Plan w Z 0- v F w <br /> U o z <br /> O ILL <br /> Latitude:47.977°Longitude:-122.1918° LuQ ~ LuW LU w <br /> x <br /> Q z <br /> �U) LU LU <br /> wo_ a >'J <br /> Surface Elev.:50(Ft.) o mQ ILL ) O X <br /> DEPTH ELEVATION Ft. O U a <br /> ASPHALT <br /> GGREGATE BASE COURSE <br /> FILL-SILTY SAND(Sl trace gravel,tannish brown to yellowish brown, <br /> moist,loose,(FILUREWORKED GLACIAL TILL) <br /> 3.0 47 <br /> SILTY SAND WITH GRAVEL ll tannish brown to yellowish brown, 15 5-28-41 S-1 <br /> moist,very dense,(GLACIAL TILL) N=69 <br /> 5 <br /> 18 22-23-27 S-2 8 28 <br /> a N=50 <br /> � . <br /> o_ <br /> w :i <br /> w : @S-3,fine to medium sand at 10-11 in from bottom of sampler,gravel lodged 15-18-24 <br /> o in sampler,possible over-stated blow count 18 N=42 S-3 <br /> 0 <br /> m <br /> ¢ ' @S-4,trace rock fragment <br /> w ' 18 26-28-30 S-4 8 36 <br /> w :p <br /> of <br /> w <br /> 1A <br /> w <br /> � :o hard drilling,possible cobbles or boulders <br /> a <br /> Y <br /> r <br /> 1 5 5 50/5" S-5 <br /> • N=50/5" <br /> J <br /> J : <br /> zz • hard drilling <br /> 6 '. <br /> :i <br /> o <br /> 0 @S-6,grayish brown 2 11 42-50/5" S-6 <br /> F_� : N=50/5" <br /> :i <br /> W <br /> J <br /> a " <br /> z 23.0 27 <br /> SANDY SILT(MLA,yellow to grayish brown,wet,hard,thin sand interbeds, <br /> 0 low plasticity <br /> 2 <br /> 0 <br /> of <br /> ILL <br /> 25 <br /> w <br /> ¢ Stratification lines are appropmate.In-situ,the transition may be gradual. Hammer Type: Automatic(ETR=86%) <br /> w <br /> w <br /> N Advancement Method: Notes: <br /> w See Exploration and Testing Procedures for a <br /> o Hollow-Stem Auger description of Feld and laboratory procedures used <br /> a and additional data(If any). <br /> rSee Supporting Information for explanation of <br /> O Abandonment Method: symbols and abbreviations. <br /> Boring backfilled with bentonite <br /> Surface capped with concrete <br /> O <br /> J WATER LEVEL OBSERVATIONS <br /> c� Boring Started:05-31-2019 Boring Completed:05-31-2019 <br /> While sampling IrerraconO Drill Rig:D-90 Driller:Holocene <br /> m <br /> 21905 64th Ave W,Ste 100 <br /> F Mountlake Terrace,WA Project No.:81195071 <br />