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931 BROADWAY SEPA 016 - 008 - TEUTSCH PARTNERS Geotech Report 2025-04-14
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931 BROADWAY SEPA 016 - 008 - TEUTSCH PARTNERS Geotech Report 2025-04-14
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4/14/2025 9:15:58 AM
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4/11/2025 8:26:51 AM
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Address Document
Street Name
BROADWAY
Street Number
931
Tenant Name
SEPA 016 - 008 - TEUTSCH PARTNERS
Address Document Type
Geotech Report
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Geotechnical Report <br /> Proposed Student Housing: 931 Broadway Street, Everett, Washington <br /> December 8, 2015 <br /> 4.0 GEOTECHNICAL RECOMMENDATIONS <br /> 4.1 SEISMIC DESIGN PARAMETERS <br /> The 2012 International Building Code (IBC) seismic design section provides a basis for <br /> seismic design of structures. Table 1 below provides seismic design parameters for the <br /> site that are in conformance with the 2012 IBC, which specifies a design earthquake <br /> having a 2% probability of occurrence in 50 years (return interval of 2,475 years), and the <br /> 2008 USGS seismic hazard maps. <br /> Table 1 — Seismic Design Parameters <br /> Spectral Spectral Design Spectral <br /> Site Control Periods <br /> Acceleration Acceleration Response <br /> Site Coefficients [sec.] <br /> Class at 0.2 sec. [g] at 1.0 sec. [g] Parameters <br /> Ss Si Fa F, SDS SDI To Ts <br /> C 1.264 0.481 1.000 1.319 0.843 0.423 0.100 0.502 <br /> The spectral response accelerations were obtained from the USGS Earthquake Hazards <br /> Program Interpolated Probabilistic Ground Motion website (2008 data) for the project <br /> latitude and longitude. <br /> Liquefaction Potential: Liquefaction is a process that can occur when soils lose shear <br /> strength for short periods of time during a seismic event. Ground shaking of sufficient <br /> strength and duration results in the loss of grain-to-grain contact and an increase in pore <br /> water pressure, causing the soil to behave as a fluid. Soils with a potential for <br /> liquefaction are typically cohesionless, predominately silt and sand sized, must be loose, <br /> and be below the groundwater table. The site is predominantly underlain by very dense <br /> silty sand with gravel without a defined groundwater table. Based on these conditions, in <br /> our opinion the liquefaction potential of the site is negligible and design considerations <br /> related to soil liquefaction are not necessary for this project. <br /> 4.2 BUILDING FOUNDATIONS <br /> Based on the subsurface conditions encountered at the site and our understanding of the <br /> planned development, it is our opinion the proposed building may be supported on <br /> 15-275 931 Broadway,Everett Pa e �' PanGEO, Inc. <br />
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