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1004 BROADWAY EVCC STUDENT HOUSING - REPORTS & FINAL DOCUMENTS 2017-01-13
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1004 BROADWAY EVCC STUDENT HOUSING - REPORTS & FINAL DOCUMENTS 2017-01-13
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1/13/2017 5:24:33 PM
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12/1/2016 8:30:46 AM
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BROADWAY
Street Number
1004
Tenant Name
EVCC STUDENT HOUSING - REPORTS & FINAL DOCUMENTS
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GEOTECHNICAL REPORT INCLUDED
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Gcotechnical Report - ___ . ised <br />Proposed Apartments: 1002, 1006, and ] 008 Broadway Strcet, Evcrett, Washinbton <br />May 12, 2015 <br />3.4 GROUNDWATER <br />Groundwater seepage was not encountered in our borings or hand augers. The till <br />underlying the site generally has low permeability and perched groundwater may develop <br />in lenses of more permeable soil within the till forination. If encountered, we anticipate <br />groundwater seepage rates will be light. <br />There will be fluctuations in seepage depending on the season, amount of rainfall, surface <br />water runoff, and otller factors. Generally, the water level is higher and seepage rates are <br />greater in the wetter, winter months (typically October through May). <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 Par�meters <br />Spectral Spectral Design Spectral <br />Site Control Periods <br />Site Acceleration Acceleration Coefficients Response [sec.] <br />Class at 0.2 sec. [g] at 1.0 sec. [g] Parameters <br />SS S� <br />F� F� S�s S�, T� 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 Hazar•ds <br />Program Interpolated 1Probabilist%c Csround Motion website (2008 data) for khe project <br />latittide 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 porc. <br />water pressin�e, causing the soil to behave as a fluid. Soils with a potential for <br />1�-048 1008 Broadway, Rcviscd Pa�Te 5 Pat1GE0, lnC. <br />
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