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BORING LOG NO. B-03-19 Page 1 of 1 <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:47.9777°Longitude:-122.192° LuQ ~ LuW LU w z <br /> x <br /> o_ a LU <br /> w Lu� a > �U) g QF w <br /> Surface Elev.:56(Ft.) o ¢m Q 'J � ua) O X <br /> DEPTH ELEVATION(Ft.) O U a <br /> ASPHALT <br /> GGREGATE BASE COURSE <br /> FILL-SANDY SILT(ML),fine to medium grained,yellowish brown to <br /> 3.5 tannish brown,moist,medium dense,(FILL/REWORKED GLACIAL TILL) 52 5 12 4-7-22 S-1 <br /> @S-1,trace rock fragment,gravel lodged in sampler,possible over-stated N=29 <br /> blow count, <br /> SILTY SAND(SM),trace gravel,fine to medium grained,grayish brown 5 6-14-26 <br /> with tannish brown,moist,dense,(WEATHERED GLACIAL TILL) 12 N=40 S-2 <br /> 7.0 49 <br /> N POORLY GRADED SAND WITH SILT(SP-SM�,trace gravel,fine to <br /> ° 12-14-16 <br /> medium grained,yellowish brown with grayish brown,moist,dense 14 S-3 <br /> q N=30 <br /> .• 9.5 46.5 <br /> a .: SILTY SAND(SM),fine to medium grained,yellowish brown to grayish 10 <br /> brown,moist,dense 12 5-11-25 S-4 <br /> J <br /> 0 . @S-4,trace gravel N=36 <br /> O <br /> 0 <br /> 41 <br /> 15 SILTY SAND WITH GRAVESM�,fine to medium grained,yellowish L( 11 3-25-42 S-5 10 37 <br /> wLU brown to grayish brown,moist,very dense,(GLACIAL TILL) N=67 <br /> w . <br /> > <br /> w <br /> w , <br /> Y <br /> o :o @S-6,trace rock fragment 2 9 10-30-35 S-6 <br /> N=65 <br /> Lu 0 <br /> w <br /> O . <br /> z . <br /> o <br /> 0 . , @S-7,trace rock fragment 25 10 10-50/4" S-7 <br /> a . <br /> N '° possible cobbles and boulders(from sound) <br /> o • <br /> w ' <br /> o <br /> ' 30.5 @S-8,free water at outside of sampler 25.5 3 6 50/6" S-8 <br /> a <br /> Refusal at 30.5 Feet <br /> z <br /> 2 <br /> X <br /> 0 <br /> 2 <br /> 0 <br /> of <br /> U_ <br /> 0 <br /> w <br /> Stratification lines are appropmate.In-situ,the transition may be gradual. Hammer Type: Automatic(ETR=86%) <br /> CL <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 /> WATER LEVEL OBSERVATIONS <br /> c� Boring Started:06-03-2019 Boring Completed:06-03-2019 <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 />