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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-01-19 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:-122.1922° 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 —59 <br /> GGREGATE BASE COURSE <br /> FILL-SILTY SAND(Sl silty,fine to medium grained,yellowish brown to <br /> reddish brown,moist,loose,more silty,trace fine roots(FILL/REWORK <br /> GLACIAL TILL) 7 4-4-5 S 1 <br /> N=9 <br /> 4.5 54.5 <br /> SILTY SAND(SM),fine to medium grained,yellowish brown to reddish 5 <br /> brown,moist,dense,(WEATHERED GLACIAL TILL) 7-17-18 <br /> 13 S-2 <br /> ° 7.0 52 <br /> a SILTY SAND WITH GRAVEL(SM�,fine to medium grained,yellowish <br /> wbrown to grayish brown,moist,very dense,(GLACIAL TILL) 0 28-50/3" S-3 <br /> J <br /> w .e <br /> 0 ; @S-4,rock fragment 1 19-30-38 <br /> 18 S-4 <br /> U • :o <br /> ,n <br /> a <br /> WI' <br /> hard drilling,possible cobbles or boulders(from sound) <br /> w <br /> w <br /> w <br /> w 15 <br /> w : <br /> Of ° 13 2-256 2 S-5 14 46 <br /> w ' <br /> a : . <br /> Y , <br /> 0 <br /> N <br /> CO , <br /> W :o hard drilling,more gravels(from cuttings) <br /> 2 >< 6 50/6" S-6 <br /> z <br /> 0 <br /> J ' <br /> H <br /> 0 <br /> w . <br /> o 25.3 @S-7,free water on outside of sampler,fine to medium grained sand at top 33.5 25 4 50/4" S-7 <br /> W f the sample <br /> Refusal at 25.3 Feet <br /> z <br /> 2 <br /> X <br /> 0 <br /> 2 <br /> 0 <br /> of <br /> ILL <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: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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