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Geweke Ford/Mercury/Kia <br /> Scope: Prepare Hydrostatic and Seismic Analysis for the Hazardous Waste Tank Assessment performed by <br /> Jeff Belwood, PE <br /> Seismic Design Parameters <br /> Occupancy Category III <br /> Site Classification D <br /> Site Latitude 38.12027770 <br /> Site Longitude -121.261111° <br /> Mapped Spectral Acceleration Value of Rock (Short Period), S, 0.698 g <br /> Mapped Spectral Acceleration Value of Rock(1-Second Period), S, 0.258 g <br /> Site(Amplification)Coefficient, F, 1.241 <br /> Site(Amplification) Coefficient, F„ 1.885 <br /> Maximum Considered Earthquake/Site Modified(MCE)Spectral Response Acceleration 0.867 g <br /> Value(Short Period), Sus <br /> Maximum Considered Earthquake/Sfte Modified (MCE)Spectral Response Acceleration 0.485 g <br /> Value (1-Second Period), SMS <br /> Design Spectral Acceleration Value(Short Period), SDs 0.578 g <br /> Design Spectral Acceleration Value(1-Second Period), SDI 0.324 g <br /> Amplification Factor, ap 1.20 <br /> Response Modification Factor, Ro (Between 1.0 and 12.0) 2.5 <br /> Importance Factor, Ip 1.25 <br /> Installaton, zih 1.00 <br /> Reference Codes/Standards: <br /> 2007 California Building Code <br /> ASCE 7-05"Minimum Design Loads for Building and Other Structures" <br /> USGS Seismic Hazard Curves and Uniform Hazard Response Spectra Software (v5.0.9a - 10/21/2009) <br />