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ATTACHMENT"C" <br /> Manteca Kia Country <br /> 1515 N. Main Street <br /> Manteca, CA 95336 <br /> Scope: Prepare Hydrostatic and Seismic Analysis for the Hazardous Waste Tank Assessment performed by <br /> Jeff Belwood, PE <br /> 4 .' s, ersfnrc Design Param , ',7 wF; Ft i. <br /> Occupancy Category(ASCE 7-10 Table 1.5-1) III <br /> Site Classification(ASCE 7-10 Section 20.1) D <br /> Zip Code 95336 <br /> Mapped Spectral Acceleration Value of Rock(Short Period), S,(USGS) 0.961 g <br /> Mapped Spectral Acceleration Value of Rock (1-Second Period), S,(USGS) 0.346 g <br /> Site(Amplification)Coefficient, F,(USGS) 1.116 <br /> Site(Amplification)Coefficient, F,,(USGS) 1.709 <br /> Maximum Considered Earthquake/Site Modified (MCE) Spectral Response Acceleration 1 072 g <br /> Value(Short Period), Srs(USGS) <br /> Maximum Considered Earthquake/Site Modified(MCE)Spectral Response Acceleration 0.591 g <br /> Value(1-Second Period), SMS(USGS) <br /> Design Spectral Acceleration Value (Short Period), Ss(USGS) 0.715 g <br /> Design Spectral Acceleration Value(1-Second Period), Soj (USGS) 0.394 g <br /> Amplification Factor, ap(ASCE 7-10 Table 13.6-1) 1.00 <br /> Response Modification Factor, RF (Between 1.0 and 12.0) (ASCE 7-10 Table 13.6-1) 1.50 <br /> Importance Factor, IP(ASCE 7-10 Section 13.1.3) 1.50 <br /> C,(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 <br /> odes/Standards:2013 Calffamia Building Code <br /> ASCE 7-10"Minimum Design Loads for Building and Other Structures" <br /> U.S.Seismic Design Maps Web Application <br /> Manteca Kia Country <br /> Seismic/Anchoring Findings: The tank as designed and operated, and the containment area in which it is <br /> located <br /> proved to be seismically sound. <br /> /'�dTV�✓1 �I'� l� <br /> Robert F. Martin, PE C-53437 FES <br /> Expires: 6/30/2019/ F. F <br /> Date: -7/T! O <br /> 37 rrr, <br /> sT CML <br /> ATF OF-CAW <br />