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ATTACHMENT "D" <br /> Lodi Honda <br /> 1700 SI. Cherokee Lane, <br /> Lodi, CA 95240 <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 (ASCE 7-16 Table 1.5-1) III <br /> Site Classification (ASCE 7-16 Section 20.1) D -- <br /> Zip Code — ---- – <br /> Mapped Spectral Acceleration Value of Rock (Short Period), S,(USGS) 95240 <br /> .612 g <br /> Mapped Spectral Acceleration Value of Rock(1 Second Period), St(USGS) <br /> 0.256 g <br /> Maximum Considered Earthquake/Site Modifie (MCE) Spectral Response Acceleration <br /> Value (Short Period), SMs (USGS) 0.802 g <br /> Maximum Considered Earthquake/Site Modified,(MCE) Spectral Response Acceleration <br /> Value (1-Second Period), SMt(USGS) null <br /> Design Spectral Acceleration Value(Short Period), SDs (USGS) <br /> 0.535 g <br /> Design Spectral Acceleration Value(1-Second eriod), SDS (USGS) <br /> null <br /> Site (Amplification) Coefficient, F, (USGS) <br /> Site(Amplification) Coefficient, F„(USGS) 1.311 <br /> null <br /> Amplification Factor, ap(ASCE 7-16 Table 13.6- ) <br /> 1.00 <br /> Response Modification Factor, Rp (Between 1.0 and 12.0) (ASCE 7-16 Table 13.6-1) 1.50 <br /> Importance Factor, Ip (ASCE 7-16 Section 13.1. ) <br /> 1.50 <br /> Ct(ASCE 7-10, Table 12.8-2) 0.02 <br /> x(ASCE 7-10, Table 12.8-2) 0.75 <br /> Reference Codes/Standards "– <br /> 2016 California Building Code <br /> ASCE 7-16 "Minimum Design Loads and Associated Criteria for Building and Other Structures" <br /> U.S. Seismic Design Maps Web Application <br /> Lod/Honda '– <br /> Seismic/Anchoring Findings: The tank as des'gned and operated, and the containment area in which it is <br /> located proved to be seismically sound. <br /> QRpFESSIpNq� <br /> �O FRANC <br /> Robert F. Martin, PE C-53437 <br /> Expires: 6/30/2023 �_ m <br /> Date: <br /> 5/3/2022 XP. 6/30/23 = a <br /> �TglfCclvAl\E���\� <br />