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3301 SEAWAY BLVD WHOLE SITE 2025-10-30
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3301 SEAWAY BLVD WHOLE SITE 2025-10-30
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Last modified
10/30/2025 8:09:23 AM
Creation date
6/4/2019 9:20:56 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
3301
Tenant Name
WHOLE SITE
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LOG OF TEST PIT NO. TP-8 <br />FIGUREA-9 <br />PROJECT NAME: uf' yitSy ce ter _ PROJ. NO: T-7342 LOGGED BY: &jo <br />LOCATION: Everett. Washington SURFACE CONDS: EO Psi Qmff APPROX. ELEV: 520 Feet <br />DATE LOGGED: DEPTH TO GROUNDWATER: 3 Ft3et . � DEPTH TO CAVING:. NIA <br />LL <br />O <br />Z <br />DESCRIPTION <br />RELATIVE DEN ITY <br />3 <br />REMARKS <br />C <br />f`e <br />fY.l <br />O <br />a. <br />(4 inches of ORGANICS) <br />1 <br />Red -brown silty SAND, fine to medium grained, moist. <br />Medium Dense <br />2 — <br />(SM) <br />3 <br />Tan silty SAND with gravel, fine to medium grained, <br />moist, mottled to 4.5 feet. (SM) (Weathered Till) <br />Medium Dense <br />4 <br />5— <br />15.3 <br />1 <br />6— <br />Gray to tan silty SAND, scattered gravel, fine to medium <br />grained, moist, moderately cemented. (SM) (Glacial Till) <br />7 <br />a <br />"Soil became sandier below 8.5 feet. <br />Dense <br />9— <br />12.0 <br />2 <br />10 <br />11 <br />12 <br />............................................................................... <br />.._.................... <br />13 <br />Grey silty SAND, trace gravel, fine to medium grained, dry <br />to moist. (SM) (Advance outwash) <br />Dense <br />14— <br />15—' <br />11.4 <br />3 <br />16 <br />Test pit terminated at approximately 16 feet. <br />17-- <br />Light groundwater seepage observed at approximately 3 <br />feet. <br />18 <br />19 <br />20 <br />Terra <br />NOTE; This subsurface information pertains only to this test pit location and should <br />Associates, Inc. <br />not be Interpreted as being Indicative of other locations at the site. <br />Consultants in Geotechnical Engineering <br />Geology and <br />Environmental Earth Sciences <br />
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