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3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
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3400 RIVERFRONT BLVD Geotech Report 2022-10-25 (2)
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Last modified
10/25/2022 1:45:24 PM
Creation date
5/18/2021 2:08:17 PM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3400
Notes
Memorandum and Response to City Comments
Address Document Type
Geotech Report
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Earth Solutions NW TEST PIT NUMBER TP-1 <br /> Est rtti 1805-136th Place N.E.,Suite 201 PAGE 1 OF 1 <br /> Itition- Bellevue,Washington 98005 <br /> NAVIN. Telephone: 425-449-4704 <br /> Fax: 425-449-4711 <br /> CLIENT Polygon NW PROJECT NAME Eclipse Neighborhood <br /> PROJECT NUMBER 2598.15 PROJECT LOCATION Everett,Washington <br /> DATE STARTED 4/10/15 COMPLETED 4/10/15 GROUND ELEVATION TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> EXCAVATION METHOD V AT TIME OF EXCAVATION 16.5 ft <br /> LOGGED BY AZS CHECKED BY SSR AT END OF EXCAVATION <br /> NOTES Field Grass AFTER EXCAVATION -- <br /> w <br /> w <br /> w w., TESTS O MATERIAL DESCRIPTION <br /> 0 QZ m 0 <br /> rn <br /> 0 <br /> t+4.4 Dark gray silty SAND with gravel,loose,moist to wet(Fill) <br /> +St <br /> • <br /> •444• <br /> - - •4.+•4• <br /> •40 44 <br /> 4.4•+ <br /> 44 <br /> +V* <br /> t4+4+4 <br /> +4444 <br /> 044.44 <br /> + +- • <br /> 444++++++. <br /> 4444+. <br /> - - 4444+ <br /> •w•+• -asphalt chunk <br /> _++4444 <br /> 5 4444+ -rebar <br /> SM •4444, <br /> +4444 <br /> •4444 <br /> ♦44 <br /> 4• <br /> - - �4�4+ <br /> 4+4+44 <br /> 4�+�4,4�4 <br /> - - 4a <br /> +4+4444 <br /> ••.• <br /> +444 <br /> - - 444 4 <br /> 4+ <br /> +;44 <br /> 4444+ <br /> 44 <br /> +4 444 <br /> 4 <br /> 4i•+ y10 4g4 <br /> 10.0MC=77.90% ai. Dark brown organic SILT,soft,wet(Fill) <br /> _ ,. OL 44:0+ <br /> •o•• -wood debris <br /> •444+ <br /> +Xs 12.0 <br /> 440 Gray silty SAND with gravel,loose,moist to wet(Fill) <br /> +444+ <br /> _ - + <br /> +4 -wood debris <br /> +V+ <br /> +4 <br /> _ _ 444 <br /> o 444•++ <br /> 16 SM 444 44+4 <br /> 15 444' • <br /> o ++++e4,,, <br /> 4+�++4 -heavy water seepage <br /> c9f MC=165.00% 444 <br /> 4++•+4•1s.5 -increased organic debris(wood) <br /> -water table at 16.5' +- <br /> Test pit terminated at 16.5 feet below existing grade.Groundwater table encountered at 16.5 <br /> feet during excavation. <br /> _ Bottom of test pit at 16.5 feet. <br /> i <br /> to <br /> W <br />
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