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TABLE 4 <br /> FORWARD LANDFILL <br /> POTENTIALLY GOVERNING FAULTS AND ESTIMATES OF PHGA IN BEDROCK <br /> Predominant MCE MPE Site-to-Source MCE MCE MPE MPE <br /> Fault Style of MW(1) MW(2) Distance(3) PHGA(4) (5) PHGAD <br /> (4� (5) <br /> Faulting DS S <br /> Great Valley Reverse 6.7(6) 6.4 21 mi (34 km) 0.13 g 15.3 s 0.09 g 11.8 s <br /> (Segment 6 <br /> Greenville Strike-Slip 6.9161 6.4 29 mi 47 km 0.08 g 18.2 s 0.07 g 14.5s <br /> Foothills Fault Reverse 6.51'1 6.0 30 mi (50 km) 0.08 g 14.9s 0.06 g 12.0 s <br /> System <br /> Antioch Strike-Slip 6.7171 5.5 31 mi 51 km 0.07 g 16.8s 0.02 g 9.8s <br /> Calaveras Strike-Sli 6.8161 6.3 42 mi 68 km 0.05 g 20.2s 0.04 g 18.9s <br /> Concord-Green Strike-Slip 6.9161 6.4 43 mi (69 km) 0.05 g 21.5 s 0.04 g 19.6s <br /> Valle <br /> Hayward Reverse-Obli ue 7.1161 6.5 47 mi 75 km OL06 g, 24.8 $ 0.04S 18.6s <br /> Orti alita Strike-Slip 6.9(6) 6.5 s 54 rni8�;,km 0,O4 g :24.1 0.03 g 20.3s <br /> San Andreas Strike-Slip 7.9(6) '.9 70 mi 112 km 0,06 g, 45.49 0.06 g 45.4s <br /> ('I Maximum Credible Earthquake (MCE) Moment Magnitude (M,). <br /> I�1 Maximum Probable Earthquake (MPE) Moment Magnitude (MW). <br /> 131 Shortest(map) distance from the geometric center of the site to the inferred fault plane. <br /> (4) Peak Horizontal Ground Acceleration (PHGA) in bedrock estimated by the Abrahmson and Silva [107] attenuation relationship. <br /> p (5) Significant duration of strong shaking(Dg) (5-95 percent) in bedrock estimated by Abrahmson and Silva [1996] duration model. <br /> D (6) MCE Moment Magnitude from CDMG/USGS [1996], <br /> Z ('1 MCE Moment Magnitude from Mualchin and Jones [11 992]. <br /> N <br /> n <br /> n <br /> e� <br /> D <br /> N <br /> N <br /> 0 <br /> n Forward Landfill JTD <br /> M L:\Allier\2000.193\Reports\finaljtd:Table 4:08/22/01 <br /> N <br />