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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 <br />III <br />Site Classification <br />D <br />Site Latitude <br />38.121110 <br />Site Longitude <br />-121.255270 <br />Mapped Spectral Acceleration Value of Rock (Short Period), S. <br />0.692 g <br />Mapped Spectral Acceleration Value of Rock (1 -Second Period), S' <br />0.256 g <br />Site (Amplification) Coefficient, F, <br />1.246 <br />Site (Amplification) Coefficient, R, <br />1.888 <br />Maximum Considered Earthquake/Site Modified (MCE) Spectral Response Acceleration <br />Value (Short Period), Sms <br />0.863 g <br />Maximum Considered Earthquake/Site Modified (MCE) Spectral Response Acceleration <br />Value (1 -Second Period), SM' <br />0.484 g <br />Design Spectral Acceleration Value (Short Period), S03 <br />0.575 g <br />Design Spectral Acceleration Value (1 -Second Period), Sp, <br />0.322 g <br />Amplification Factor, ap <br />1.20 <br />Response Modification Factor, Rp (Between 1.0 and 12.0) <br />2.50 <br />Importance Factor, Ip <br />1.25 <br />Installaton, zih <br />1.00 <br />California Building Code <br />7-05 "Minimum Design Loads for Building and Other Structures" <br />3 Seismic Hazard Curves and Uniform Hazard Response Spectra Software (v5.0.9a -10/21/2009) <br />