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APPENDIX"D" Lodi Honda <br /> 1700 S. Cherokee Lane, <br /> Lodi, CA 95240 <br /> Scope: Prepare Hydrostatic and Seismic Analysis for the Hazardous Waste Tank Assessment performed by <br /> .teff Belwood, PE <br /> rlx� �t J ^r T LL✓5f r <br /> �i.r 4w <br /> -6 <br /> ITx4��a:T klRd,S S�r <br /> i f ..' k 5elsmTc,Deslgn$Para►neters <br /> wa.�; ' . �lt.!�43 .... <br /> Occupancy Category(ASCE 7-10 Table 1.5-1) III <br /> Site Classification(ASCE 7-10 Section 20.1) D <br /> Zip Code 95240 <br /> Mapped Spectral Acceleration Value of Rock(Short Period), Ss(USGS) 0.744 g <br /> Mapped Spectral Acceleration Value of Rock(1-Second Period), S,(USGS) 0,299 g <br /> Site(Amplification)Coefficient, Fa(USGS) 1.205 <br /> Site(Amplification) Coefficient, F„(USGS) 1.802 <br /> Maximum Considered Earthquake/Site Modified (MCE)Spectral Response Acceleration <br /> Value(Short Period), SMs(USGS) 0.896 g <br /> Maximum Considered Earthquake/Site Modified(MCE)Spectral Response Acceleration <br /> Value(1-Second Period), SM,(USGS) 0.539 g <br /> Design Spectral Acceleration Value(Short Period),SDs (USGS) 0.597 g <br /> Design Spectral Acceleration Value(1-Second Period), SD, (USGS) 0.359 g <br /> Amplification Factor, ap(ASCE 7-10 Table 13.5-1) 1.00 <br /> Response Modification Factor, R. (Between 1.0 and 12.0)(ASCE 7-10 Table 13.5-1) 2.50 <br /> Importance Factor, I,(ASCE 7-10 Section 13.1.3) 1.25 <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 /> 2013 California Building Code <br /> ASCE 7-10"Minimum Design Loads for Building and Other Structures" <br /> U.S.Seismic Design Maps Web Application (Last update: 2014-06-23) <br /> Lodi Honda <br /> Seismic/Anchoring Findings: The tank as designed and operated, and the containment area in which it is <br /> located proved to be seismically sound. <br /> Robert F. Martin PE C-53437 <br /> Expires: 6/30/2017 <br /> Date: 'o. C 3437 rn <br /> M <br /> Exp 6 SO//7 ;;a <br /> `S'�gTF F IV <br /> O1 <br /> CA <br />