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5901 23RD DR W Geotech Report 2025-07-29
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5901 23RD DR W Geotech Report 2025-07-29
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Last modified
7/29/2025 11:15:42 AM
Creation date
7/29/2025 11:14:32 AM
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Address Document
Street Name
23RD DR W
Street Number
5901
Address Document Type
Geotech Report
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I <br /> I <br /> LOG OF TEST PIT NO. 104 FIGURE A-5 <br /> IPROJECT NAME: Seaway Center Lot SC PROJ. NO: T-5922-1 LOGGED BY: JCS <br /> LOCATION: Everett.Washington SURFACE CONDS: APPROX. ELEV: N/A <br /> IDATE LOGGED: September 7.2007 DEPTH TO GROUNDWATER: N/A DEPTH TO CAVING: N/A <br /> LL <br /> rn <br /> • di <br /> Z <br /> x DESCRIPTION CONSISTENCY/SIo a REMARKS <br /> a RELATIVEEDENSITY <br /> o CO111 y <br /> U <br /> I a <br /> (10 inches DUFF and TOPSOIL) o <br /> Light brown silly SAND with gravel,fine sand,fine to <br /> coarse gravel,moist. (SM) (Weathered Till) <br /> Medium Dense <br /> I <br /> 1 <br /> 5— Gray silty SAND with gravel,fine sand,fine to coarse <br /> I gravel,moist. (SM) (Till) <br /> Dense to <br /> - Very Dense <br /> I - <br /> Test pit terminated at B feet. <br /> No groundwater seepage. <br /> I 0- <br /> I <br /> I <br /> I 15— <br /> Terra <br /> NOTE: Ills subsurface information pertains only to this test pit location and should Associates, Inc. <br /> I not be Interpreted as being indicative of other locations at the site. ` . Consultants In Geotechnical Engineering <br /> Geology and <br /> Environmental Earth Sciences <br /> I <br />
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