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rock of 0.56 at the project site. The PGA value is considered to be very conservative as it was <br /> g p J rY <br /> developed using what the USGS has defined as the maximum earthquake magnitude for this fault <br /> segment. <br /> References <br /> Campbell-Bozorgnia. (2008,January 3).Next Generation Attenuation(NGA)Models.Retrieved November 15, <br /> 2011,from NGA West(Pacific Earthquake Engineering Research Center): <br /> http://peer.berkeley.edu/ngawest/nga_models.html <br /> Golder Associates.(2008).Static and Seismic Slope Stability Analyses for LF-2, Cell No. S Liner System at the Fink <br /> Road Landfill. Sunnyvale California. <br /> USGS.(2008).2008 National Seismic Hazard Maps-Fault parameter.Retrieved November 16,201,from USGS: <br /> http://geohazards.usgs.gov/cfusion/hazfaults—search/hf search_main.cfin <br /> USGS.(201,November 4).2009 Earthquake Probability Mapping.Retrieved November 16,2011,from USGS: <br /> https:Hgeohazards.usgs.gov/eqprob/2009/ffidex.php <br /> N.1CornmerciaflActive ProjectslSan Joaquin Coun4A143515-2011-2012 ContractlCorral Hollow LREngineeringlSlope AnalysislSeismic In/ormalionlConal Hollow Seismic WriteUp.docx <br />