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Table 1 <br /> Summary of Fault Parameters <br /> Corral Hollow Landfill <br /> San Joaquin Count , CA <br /> Distance Fault <br /> Fault/Fault From Slip Rate Fault Dip Maximum <br /> Zone Name k 4 e (mm/yr)2 Length <br /> ng h (degrees) Sense of Slip Magnitudel,2 <br /> Greenville 15 2.0 50 90 Strike-Slip 7.0 <br /> Calaveras 37 6.0 123 90 Strike-Slip 7.0 <br /> Hayward 45 9.0 150 90 Strike-Slip 7.3 <br /> San Andreas 75 17.0 472 90 Strike-Slip 8.1 <br /> San Gregorio 90 5.5 176 90 Strike-Slip 7.5 <br /> Orti alita 50 1.0 70 90 Strike-Slip 7.1 <br /> Green Valley 53 4.7 56 90 Strike-Slip 6.8 <br /> Coast Range <br /> Central Valley 1.2 1.5 45 15 Thrust 6.9 <br /> GV7 3 <br /> Note(s): <br /> 'Maximum Magnitude was obtained from the USGS 2008 National Seismic Hazard Maps—Fault Parameters web site. <br /> 2Fault Length,Slip Rate,dip,and Maximum Magnitude are based on the specific fault section in proximity to the project site. <br /> 3Corral Hollow Landfill resides closest to the Great Valley fault,segment 7(GV7)which is one segment of the Coast Range Central Valley <br /> thrust fault system. <br /> 4Distance from Site is the measured distance to the fault trace obtained from map view <br /> As can be seen in table 1, all fault/fault zones in the vicinity of the site have a maximum <br /> magnitude less than the 7.5 M earthquake established by the EPMt output. However, the San <br /> Andreas fault has historically been modeled with a magnitude earthquake of 8.1 M consistent <br /> with a four segment rupture, so in order to stay consistent with industry practice ground motions <br /> will be established based on a magnitude 8.1 earthquake. All other ground motions will be based <br /> on the fault/fault zones producing their maximum magnitude earthquake, which will be greater <br /> than or equal to the 30% probability of occurrence in the next 100 years. It should be noted that <br /> these scenarios will create PGA values that are based on very conservative data. <br /> 3.0 Development of Peak Ground Acceleration Values <br /> ' To establish peak round accelerations PGA in rock at the Corral Hollow Landfill Next <br /> p g (PGA) <br /> Generation Attenuation (NGA) modeling based on the Campbell-Bozorgnia (2008) attenuation <br /> relationship was used. Input parameters for the model include magnitude of earthquake, distance <br /> to coseismic rupture, distance to surface projection of coseismic rupture, depth to top of <br /> N1CommerciaUcWe ProjectslSan Joaquin Coun44143515-2011-2012 ContradCorral Hollow LREngineednglSlope AnalysislSeismic InformationlCorral Hollow Seismic Wt#eUp.docx <br />