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2930 MAPLE ST KAISER PERMANENTE Geotech Report 2025-03-07
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2930 MAPLE ST KAISER PERMANENTE Geotech Report 2025-03-07
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Last modified
3/7/2025 3:41:52 PM
Creation date
3/7/2025 3:39:49 PM
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Address Document
Street Name
MAPLE ST
Street Number
2930
Tenant Name
KAISER PERMANENTE
Address Document Type
Geotech Report
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BORING LOG NO. B-02-19 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:47.9779°Longitude:-122.1919° LuQ ~ LuW LU w <br /> x <br /> Q z <br /> �U) LU LU <br /> wo_ a >'J <br /> Surface Elev.:59(Ft.) o mQ ILL ) O x <br /> DEPTH ELEVATION Ft. O U a <br /> ASPHALT <br /> GGREGATE BASE COURSE <br /> FILL-SILTY SAND(SM�,fine to medium grained,yellowish brown to <br /> tannish brown,moist,loose,(FILL/REWORKED GLACIAL TILL) <br /> 9 2-3-5 S-1 <br /> N=8 <br /> 5 <br /> @S-2,trace gravel 9 2-2-3 S-2 <br /> N=5 <br /> w .7.0 52 <br /> POORLY GRADED SAND SP,fine to medium rained,yellowish brown <br /> ( 1 9 <br /> w with very dark gray,moist,dense <br /> 0 13 9-16-21 S 3 <br /> 50 N=37 <br /> SILTY SAND(SM),fine to medium grained,yellowish brown to tannish — x <br /> m . <br /> brown,moist,dense,trace rock fragment(WEATHERED GLACIAL TILL) <br /> al. 10.6 48.5 1 9-21-23 <br /> w 11.0 POORLY GRADED SAND(SP),with gravel,medium to coarse grained, a8 15 N=44 S-4 <br /> u elsh brown with very dark gray,wet,dense <br /> SILTY SAND WITH GRAVEL(Sl fine to medium grained,yellowish <br /> w : brown to grayish brown,moist,very dense,(GLACIAL TILL) <br /> w <br /> Lj <br /> w :o <br /> a ' <br /> Y ' <br /> @S-5,trace rock fragment,free water at outside of sampler 5 6 50/6" S-5 8 14 <br /> J <br /> W <br /> w120.7 <br /> O <br /> zLj <br /> 0F <br /> OI @S-6,trace rock fragment,coarse grained sand at 6-8"from bottom of the 38.5 2 g 30-50/2" S-6 <br /> sample N=50/2" <br /> 0 Refusal at 20.7 Feet <br /> W <br /> a <br /> z <br /> 2 <br /> x <br /> 0 <br /> 2 <br /> 0 <br /> of <br /> ILL <br /> 0 <br /> W <br /> ¢ Stratification lines are appro)dmate.In-situ,the transition may be gradual. Hammer Type: Automatic(ETR=86%) <br /> w <br /> w <br /> Advancement Method: See Exploration and Testing Procedures for a Notes: <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 />
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