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BORING LOG NO. B-05-19 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 /> O LOCATION See Exploration Plan w Z 0- ` F o w <br /> O o z <br /> U ILL <br /> Latitude:47.9773'Longitude:-122.1919' _ ¢ W L D w z <br /> x <br /> LL ~ R'> 0 � �U) 2 ¢F w <br /> Surface Elev.:53(Ft.) o Lu <br /> m Q C) I�x U) 0 w <br /> DEPTH ELEVATION Ft. O LL <br /> ASPHALT <br /> GGREGATE BASE COURSE <br /> FILL-SILTY SAND(SM),trace gravel,fine to medium grained,yellowish <br /> brown to tannish brown,moist,loose,(FILL/REWORKED GLACIAL TILL) <br /> 3.0 50 <br /> SILTY SAND(SM),fine to medium grained,yellowish brown to grayish 14 435 N= S-1 <br /> brown,moist,very dense,(WEATHERED GLACIAL TILL) 35 <br /> m <br /> N @Strace gravel 5- <br /> -2, 7 25-50/2" 8-2 <br /> N=50/2" <br /> ••6.5 46.5 <br /> w ' . SILTY SAND WITH GRAVEL(SMI,fine to medium grained,yellowish <br /> brown to grayish brown,moist,very dense,(GLACIAL TILL) <br /> w @S 3,trace rock fragment 15 21-33-33 S 3 8 32 <br /> 0 ; N=66 <br /> c? <br /> @S-4,free water at outside of sampler,part of sample is wet 3 50/4" S-4 <br /> W N=50/4" <br /> hard drilling,possible cobbles or boulders(from sound) <br /> w <br /> w .D <br /> W <br /> W <br /> 1A <br /> W ' <br /> Q <br /> Y <br /> r <br /> �. 15.6 37.5 15 6 10-50/1" S-5 <br /> Refusal at 15.6 Feet N=50/1" <br /> w <br /> 0 <br /> z <br /> 0 <br /> 0 <br /> J <br /> 0 <br /> w <br /> H <br /> 0 <br /> 0 <br /> w <br /> Q <br /> Z <br /> 2 <br /> X <br /> O <br /> 2 <br /> 0 <br /> X <br /> LL <br /> W <br /> Stratification lines are approximate.In-situ,the transition may be gradual. Hammer Type: Automatic(ETR=86%) <br /> Q <br /> a <br /> w <br /> LLAdvancement Method: See Exploration and Testing Procedures for a Notes: <br /> o Hollow-Stem Auger description of Feld and laboratory procedures used <br /> and additional data(If any). <br /> � See Supporting Information for explanation of <br /> z Abandonment Method: symbols and abbreviations. <br /> co Boring backfilled with bentonite <br /> 0 Surface capped with concrete <br /> O <br /> J WATER LEVEL OBSERVATIONS <br /> 0 Boring Started:06-03-2019 Boring Completed:06-03-2019 <br /> While sampling IrerraccinO Drill Rig:D-90 Driller:Holocene <br /> m <br /> 21905 64th A\e W,Ste 100 <br /> Mountlake Terrace,WA Project No.:81195071 <br />