PLA-7145, Appendix a - Tabulated Values of the Amplification Factors

Appendix a - Tabulated Values of the Amplification Factors

ML14085A399
Person / Time
Site:	Susquehanna
Issue date:	03/26/2014
From:	Susquehanna
To:	Office of Nuclear Reactor Regulation
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ML14086A163	List: ML14085A398 ML14085A426 PLA-7145, Appendix a - Tabulated Values of the Amplification Factors
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PLA-7145
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Text

Appendix A Tabulated Values of the Amplification Factors

Enclosure to PLA-7145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 1 of 9 Appendix A Table A-la Mean and Fractile Seismic Hazard Curves for 100 Hz at Susquehanna AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.0005 4.21E-02 1.62E-02 3.19E-02 4.25E-02 5.35E-02 6.09E-02 0.001 2.83E-02 9.51E-03 2.04E-02 2.76E-02 3.84E-02 4.56E-02 0.005 6.27E-03 2.10E-03 3.73E-03 5.58E-03 8.00E-03 1.51E-02 0.01 2.66E-03 8.72E-04 1.34E-03 2.25E-03 3.33E-03 7.89E-03 0.015 1.50E-03 4.77E-04 6.73E-04 1.18E-03 1.90E-03 5.05E-03 0.03 5.08E-04 1.23E-04 1.82E-04 3.23E-04 6.73E-04 2.07E-03 0.05 2.17E-04 3.79E-05 6.17E-05 1.25E-04 3.01E-04 9.65E-04 0.075 1.09E-04 1.51E-05 2.68E-05 6.00E-05 1.53E-04 4.90E-04 0.1 6.59E-05 8.12E-06 1.55E-05 3.68E-05 9.37E-05 2.88E-04 0.15 3.20E-05 3.57E-06 7.34E-06 1.84E-05 4.63E-05 1.29E-04 0.3 8.57E-06 8.60E-07 1.90E-06 5.27E-06 1.32E-05 2.88E-05 0.5 2.94E-06 2.42E-07 5.83E-07 1.79E-06 4.83E-06 9.51E-06 0.75 1.15E-06 7.23E-08 1.95E-07 6.73E-07 1.95E-06 3.84E-06

1. 5.62E-07 2.72E-08 8.12E-08 3.09E-07 9.51E-07 1.92E-06 1.5 1.86E-07 5.58E-09 1.90E-08 8.85E-08 3.19E-07 6.83E-07

3. 2.05E-08 2.53E-10 9.51E-10 6.54E-09 3.23E-08 8.85E-08

5. 2.99E-09 7.55E-11 1.31E-10 6.64E-10 4.25E-09 1.38E-08 7.5 5.24E-10 5.05E-11 8.00E-11 1.44E-10 6.93E-10 2.60E-09

10. 1.35E-10 5.05E-11 6.09E-11 l.llE-10 2.16E-10 7.34E-10 Table A-lb Mean and Fractile Seismic Hazard curves for 25 Hz at Susquehanna AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.0005 4.76E-02 2.35E-02 3.95E-02 4.77E-02 5.75E-02 6.45E-02 0.001 3.50E-02 1.49E-02 2.72E-02 3.42E-02 4.43E-02 5.27E-02 0.005 1.02E-02 4.07E-03 6.54E-03 9.24E-03 1.29E-02 2.22E-02 0.01 5.16E-03 1.98E-03 3.05E-03 4.56E-03 6.36E-03 1.27E-02 0.015 3.28E-03 1.21E-03 1.84E-03 2.88E-03 4.07E-03 8.47E-03 0.03 1.33E-03 4.50E-04 6.54E-04 l.llE-03 1.72E-03 3.79E-03 0.05 6.18E-04 1.84E-04 2.72E-04 4.83E-04 8.35E-04 1.90E-03 0.075 3.19E-04 7.89E-05 1.23E-04 2.35E-04 4.50E-04 1.02E-03 0.1 1.96E-04 4.25E-05 6.93E-05 1.40E-04 2.84E-04 6.36E-04 0.15 9.81E-05 1.77E-05 3.09E-05 6.73E-05 1.46E-04 3.09E-04 0.3 2.92E-05 4.25E-06 8.47E-06 2.07E-05 4.56E-05 8.72E-05 0.5 1.15E-05 1.53E-06 3.23E-06 8.35E-06 1.87E-05 3.28E-05 0.75 5.22E-06 6.26E-07 1.38E-06 3.73E-06 8.72E-06 1.46E-05

Enclosure to PLA-7145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 2 of9 AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95

1. 2.87E-06 3.05E-07 7.03E-07 2.04E-06 4.90E-06 8.23E-06 1.5 1.16E-06 9.65E-08 2.46E-07 7.77E-07 2.04E-06 3.52E-06

3. 1.97E-07 8.47E-09 2.64E-08 1.08E-07 3.57E-07 6.93E-07

5. 4.27E-08 9.51E-10 3.52E-09 1.90E-08 7.55E-08 1.67E-07 7.5 1.09E-08 1.84E-10 5.91E-10 3.84E-09 1.87E-08 4.50E-08

10. 3.77E-09 1.02E-10 1.92E-10 1.11E-09 6.17E-09 1.62E-08 Table A-le Mean and Fractile Seismic Hazard Curves for 10Hz at Susquehanna AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.0005 5.47E-02 4.01E-02 4.70E-02 5.42E-02 6.36E-02 7.03E-02 0.001 4.39E-02 2.68E-02 3.57E-02 4.37E-02 5.27E-02 6.00E-02 0.005 1.42E-02 6.45E-03 9.65E-03 1.34E-02 1.87E-02 2.49E-02 0.01 6.91E-03 2.96E-03 4.31E-03 6.54E-03 9.11E-03 1.34E-02 0.015 4.29E-03 1.79E-03 2.57E-03 4.01E-03 5.58E-03 8.85E-03 0.03 1.68E-03 6.73E-04 9.24E-04 1.53E-03 2.19E-03 3.90E-03 0.05 7.60E-04 2.84E-04 3.90E-04 6.54E-04 1.01E-03 1.92E-03 0.075 3.81E-04 1.27E-04 1.82E-04 3.09E-04 5.20E-04 1.04E-03 0.1 2.28E-04 6.73E-05 1.02E-04 1.79E-04 3.14E-04 6.36E-04 0.15 1.08E-04 2.60E-05 4.31E-05 8.35E-05 1.55E-04 3.09E-04 0.3 2.89E-05 5.05E-06 9.65E-06 2.19E-05 4.56E-05 8.00E-05 0.5 1.06E-05 1.57E-06 3.28E-06 7.89E-06 1.74E-05 2.84E-05 0.75 4.56E-06 6.09E-07 1.32E-06 3.37E-06 7.55E-06 1.23E-05

1. 2.42E-06 2.96E-07 6.54E-07 1.77E-06 4.13E-06 6.64E-06 1.5 9.28E-07 9.51E-08 2.25E-07 6.54E-07 1.60E-06 2.68E-06

3. 1.42E-07 9.11E-09 2.57E-08 8.85E-08 2.46E-07 4.63E-07

5. 2.79E-08 1.18E-09 3.63E-09 1.49E-08 4.77E-08 1.04E-07 7.5 6.49E-09 2.29E-10 6.26E-10 2.92E-09 1.08E-08 2.64E-08

10. 2.10E-09 l.llE-10 2.04E-10 8.47E-10 3.42E-09 8.98E-09 Table A-ld Mean and Fractile Seismic Hazard Curves for 5 Hz at Susquehanna AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.0005 5.58E-02 4.13E-02 4.70E-02 5.50E-02 6.45E-02 7.13E-02 0.001 4.56E-02 2.76E-02 3.52E-02 4.56E-02 5.58E-02 6.26E-02 0.005 1.44E-02 5.83E-03 9.37E-03 1.38E-02 2.01E-02 2.39E-02 0.01 6.35E-03 2.42E-03 3.90E-03 5.91E-03 9.11E-03 1.13E-02 0.015 3.61E-03 1.36E-03 2.16E-03 3.33E-03 5.20E-03 6.64E-03 0.03 1.19E-03 4.50E-04 6.73E-04 1.08E-03 1.72E-03 2.35E-03 0.05 4.72E-04 1.72E-04 2.46E-04 4.19E-04 6.73E-04 1.01E-03

Enclosure to PLA-7145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 3 of9 AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.075 2.15E-04 7.03E-05 1.05E-04 1.87E-04 3.14E-04 4.83E-04 0.1 1.21E-04 3.52E-05 5.50E-05 1.02E-04 1.79E-04 2.84E-04 0.15 5.27E-05 1.27E-05 2.16E-05 4.31E-05 8.12E-05 1.29E-04 0.3 1.25E-05 2.16E-06 4.19E-06 9.79E-06 2.04E-05 3.23E-05 0.5 4.15E-06 5.91E-07 1.23E-06 3.14E-06 6.93E-06 1.13E-05 0.75 1.65E-06 1.95E-07 4.37E-07 1.20E-06 2.84E-06 4.70E-06

1. 8.26E-07 8.23E-08 1.95E-07 5.75E-07 1.42E-06 2.42E-06 1.5 2.89E-07 2.16E-08 5.75E-08 1.87E-07 5.05E-07 9.11E-07

3. 3.75E-08 1.49E-09 4.70E-09 1.92E-08 6.45E-08 1.36E-07

5. 6.52E-09 2.01E-10 5.58E-10 2.64E-09 1.08E-08 2.60E-08 7.5 1.37E-09 8.98E-11 1.40E-10 4.83E-10 2.16E-09 5.91E-09

10. 4.13E-10 6.09E-11 1.01E-10 1.74E-10 6.45E-10 1.87E-09 Table A-le Mean and Fractile Seismic Hazard Curves for 2.5 Hz at Susquehanna AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.0005 5.12E-02 3.57E-02 4.13E-02 5.12E-02 6.09E-02 6.83E-02 0.001 3.89E-02 2.25E-02 2.84E-02 3.84E-02 4.98E-02 5.66E-02 0.005 9.63E-03 3.84E-03 6.00E-03 8.98E-03 1.36E-02 1.72E-02 0.01 3.56E-03 1.27E-03 2.07E-03 3.19E-03 5.20E-03 6.93E-03 0.015 1.78E-03 6.17E-04 9.93E-04 1.57E-03 2.64E-03 3.63E-03 0.03 4.59E-04 1.53E-04 2.32E-04 4.01E-04 6.93E-04 9.93E-04 0.05 1.52E-04 4.56E-05 7.03E-05 1.31E-04 2.32E-04 3.47E-04 0.075 6.06E-05 1.57E-05 2.57E-05 4.98E-05 9.51E-05 1.44E-04 0.1 3.12E-05 7.13E-06 1.21E-05 2.46E-05 4.98E-05 7.77E-05 0.15 1.22E-05 2.22E-06 4.13E-06 9.11E-06 2.01E-05 3.28E-05 0.3 2.45E-06 2.84E-07 6.09E-07 1.67E-06 4.19E-06 7.34E-06 0.5 7.35E-07 5.50E-08 1.38E-07 4.50E-07 1.29E-06 2.39E-06 0.75 2.69E-07 1.32E-08 3.79E-08 1.46E-07 4.70E-07 9.51E-07

1. 1.27E-07 4.37E-09 1.42E-08 6.17E-08 2.19E-07 4.70E-07 1.5 4.04E-08 8.47E-10 3.05E-09 1.64E-08 6.93E-08 1.62E-07

3. 4.40E-09 l.llE-10 2.07E-10 1.16E-09 6.83E-09 1.92E-08

5. 6.60E-10 6.00E-11 1.01E-10 1.77E-10 9.24E-10 3.01E-09 7.5 1.23E-10 5.05E-11 6.09E-11 l.llE-10 2.04E-10 6.09E-10

10. 3.40E-11 5.05E-11 5.12E-11 l.llE-10 1.15E-10 2.13E-10

Enclosure to PLA-7145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 4 of9 Table A-lf Mean and Fractile Seismic Hazard Curves for 1 Hz at Susquehanna AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.0005 3.39E-02 1.60E-02 2.32E-02 3.42E-02 4.43E-02 5.12E-02 0.001 2.15E-02 8.60E-03 1.38E-02 2.13E-02 2.92E-02 3.57E-02 0.005 4.10E-03 1.04E-03 2.01E-03 3.68E-03 6.26E-03 8.72E-03 0.01 1.38E-03 2.72E-04 5.58E-04 1.15E-03 2.22E-03 3.42E-03 0.015 6.39E-04 1.10E-04 2.29E-04 5.05E-04 1.04E-03 1.74E-03 0.03 1.36E-04 1.90E-05 4.01E-05 9.65E-05 2.29E-04 4.07E-04 0.05 3.79E-05 4.50E-06 9.37E-06 2.42E-05 6.54E-05 1.15E-04 0.075 1.31E-05 1.32E-06 2.80E-06 7.77E-06 2.32E-05 4.13E-05 0.1 6.16E-06 5.27E-07 1.16E-06 3.42E-06 1.08E-05 2.04E-05 0.15 2.16E-06 1.40E-07 3.33E-07 1.07E-06 3.68E-06 7.77E-06 0.3 3.79E-07 1.21E-08 3.52E-08 1.49E-07 6.17E-07 1.55E-06 0.5 1.05E-07 1.62E-09 5.66E-09 3.23E-08 1.64E-07 4.63E-07 0.75 3.66E-08 3.28E-10 1.21E-09 8.60E-09 5.42E-08 1.67E-07

1. 1.66E-08 1.44E-10 4.01E-10 3.09E-09 2.29E-08 7.66E-08 1.5 5.08E-09 9.51E-11 1.31E-10 6.73E-10 6.09E-09 2.32E-08

3. 5.27E-10 5.05E-11 6.26E-11 l.llE-10 4.83E-10 2.22E-09

5. 7.90E-11 5.05E-11 5.35E-11 l.llE-10 1.21E-10 3.37E-10 7.5 1.50E-11 5.05E-11 5.05E-11 1.01E-10 1.11E-10 1.23E-10

10. 4.24E-12 5.05E-11 5.05E-11 1.01E-10 l.llE-10 l.llE-10

Enclosure to PLA-7145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 5 of9 Table A-1g Mean and Fractile Seismic Hazard Curves for 0.5 Hz at Susquehanna AMPS(g) MEAN 0.05 0.16 0.50 0.84 0.95 0.0005 1.62E-02 7.45E-03 1.15E-02 1.55E-02 2.10E-02 2.60E-02 0.001 9.21E-03 3.57E-03 5.83E-03 8.72E-03 1.27E-02 1.64E-02 0.005 1.43E-03 2.29E-04 5.27E-04 1.15E-03 2.35E-03 3.68E-03 0.01 4.17E-04 4.31E-05 1.11E-04 2.84E-04 7.34E-04 1.27E-03 0.015 1.76E-04 1.42E-05 3.79E-05 1.07E-04 3.19E-04 5.66E-04 0.03 3.22E-05 1.82E-06 4.70E-06 1.55E-05 6.17E-05 1.13E-04 0.05 8.22E-06 3.47E-07 8.98E-07 3.23E-06 1.55E-05 3.09E-05 0.075 2.74E-06 8.72E-08 2.32E-07 8.98E-07 4.83E-06 1.15E-05 0.1 1.27E-06 3.14E-08 8.85E-08 3.68E-07 2.10E-06 5.75E-06 0.15 4.40E-07 6.64E-09 2.16E-08 1.04E-07 6.45E-07 2.16E-06 0.3 7.62E-08 4.07E-10 1.64E-09 1.13E-08 8.98E-08 3.95E-07 0.5 2.08E-08 l.llE-10 2.53E-10 1.87E-09 1.98E-08 1.07E-07 0.75 7.16E-09 7.45E-11 l.llE-10 4.37E-10 5.35E-09 3.42E-08

1. 3.24E-09 6.09E-11 1.01E-10 1.79E-10 1.98E-09 1.46E-08 1.5 9.90E-10 5.05E-11 6.09E-11 l.llE-10 4.83E-10 3.95E-09

3. 1.04E-10 5.05E-11 5.05E-11 1.11E-10 l.llE-10 3.52E-10

5. 1.58E-11 5.05E-11 5.05E-11 1.01E-10 l.llE-10 1.13E-10 7.5 3.05E-12 5.05E-11 5.05E-11 1.01E-10 l.llE-10 1.11E-10

10. 8.65E-13 5.05E-11 5.05E-11 1.01E-10 l.llE-10 l.llE-10

Enclosure to PLA-7145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 6 of9 Table A-2 Amplification Functions for Susquehanna Median Sigma Median Sigma Median Sigma Median Sigma PGA AF ln(AF) 25Hz AF ln(AF) 10Hz AF ln(AF) 5Hz AF ln(AF) l.OOE-02 6.88E-01 4.78E-02 1.30E-02 6.31E-01 7.32E-02 1.90E-02 7.11E-01 9.08E-02 2.09E-02 7.54E-01 7.97E-02 4.95E-02 6.29E-01 6.73E-02 1.02E-01 5.46E-01 1.43E-01 9.99E-02 7.09E-01 1.02E-01 8.24E-02 7.56E-01 8.08E-02 9.64E-02 6.04E-01 7.51E-02 2.13E-01 5.32E-01 1.55E-01 1.85E-01 7.06E-01 1.03E-01 1.44E-01 7.56E-01 8.05E-02 1.94E-01 5.84E-01 8.10E-02 4.43E-01 5.21E-01 1.60E-01 3.56E-01 7.02E-01 1.04E-01 2.65E-01 7.54E-01 8.02E-02 2.92E-01 5.73E-01 8.40E-02 6.76E-01 5.14E-01 1.63E-01 5.23E-01 6.99E-01 1.04E-01 3.84E-01 7.54E-01 8.02E-02 3.91E-01 5.65E-01 8.60E-02 9.09E-01 5.09E-01 1.65E-01 6.90E-01 6.96E-01 l.OSE-01 5.02E-01 7.53E-01 8.03E-02 4.93E-01 5.59E-01 8.75E-02 1.15E+00 5.04E-01 1.66E-01 8.61E-01 6.93E-01 l.OSE-01 6.22E-01 7.53E-01 8.03E-02 7.41E-01 5.49E-01 9.03E-02 1.73E+00 S.OOE-01 1.70E-01 1.27E+00 6.88E-01 1.07E-01 9.13E-01 7.53E-01 8.04E-02 1.01E+00 5.41E-01 9.25E-02 2.36E+00 S.OOE-01 1.73E-01 1.72E+00 6.83E-01 1.09E-01 1.22E+00 7.54E-01 8.10E-02 I 1.28E+00 5.34E-01 9.43E-02 3.01E+00 S.OOE-01 1.75E-01 2.17E+00 6.78E-01 l.lOE-01 1.54E+00 7.54E-01 8.18E-02 1.55E+00 5.28E-01 9.57E-02 3.63E+00 S.OOE-01 1.78E-01 2.61E+00 6.74E-01 1.12E-01 1.85E+00 7.54E-01 8.26E-02 Median Sigma Median Sigma Median Sigma 2.5Hz AF ln(AF) 1Hz AF ln(AF) 0.5Hz AF ln(AF) 2.18E-02 6.62E-01 7.98E-02 1.27E-02 7.70E-01 8.42E-02 8.25E-03 6.92E-01 6.30E-02 7.05E-02 6.61E-01 7.92E-02 3.43E-02 7.67E-01 8.22E-02 1.96E-02 6.91E-01 6.13E-02 1.18E-01 6.61E-01 7.87E-02 5.51E-02 7.66E-01 8.15E-02 3.02E-02 6.91E-01 6.07E-02 2.12E-01 6.61E-01 7.82E-02 9.63E-02 7.66E-01 8.08E-02 5.11E-02 6.91E-01 6.03E-02 3.04E-01 6.61E-01 7.79E-02 1.36E-01 7.66E-01 8.05E-02 7.10E-02 6.91E-01 6.01E-02 3.94E-01 6.62E-01 7.76E-02 1.75E-01 7.66E-01 8.03E-02 9.06E-02 6.91E-01 6.00E-02 4.86E-01 6.62E-01 7.75E-02 2.14E-01 7.66E-01 8.02E-02 l.lOE-01 6.91E-01 5.99E-02 7.09E-01 6.63E-01 7.74E-02 3.10E-01 7.66E-01 8.01E-02 1.58E-01 6.91E-01 5.99E-02 9.47E-01 6.65E-01 7.71E-02 4.12E-01 7.66E-01 8.00E-02 2.09E-01 6.91E-01 5.99E-02 1.19E+00 6.67E-01 7.72E-02 5.18E-01 7.67E-01 7.99E-02 2.62E-01 6.91E-01 5.98E-02 1.43E+00 6.68E-01 7.72E-02 6.19E-01 7.67E-01 8.00E-02 3.12E-01 6.91E-01 5.98E-02

Enclosure to PLA-7145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 7 of9 Tables A2-b 1 and A2-b2 are tabular versions of the typical amplification factors provided in Figures 2.3.6-1 and 2.3.6-2. Values are provided for two input motion levels at 4

approximately 10- and 10-5 mean annual frequency of exceedance. These factors are unverified and are provided for information only. The figures should be considered the governing information.

Table A2-b1 Median AFs and Sigmas for Model 1, Profile 1, for 2 PGA Levels M1P1K1 Rock PGA=0.0964 M1P1K1 PGA=0.292 Freq. med. sigma Freq. med. sigma (Hz) Soil SA AF ln(AF) (Hz) Soil SA AF ln(AF) 100.0 0.086 0.889 0.065 100.0 0.247 0.845 0.074 87.1 0.087 0.883 0.066 87.1 0.251 0.836 0.075 75.9 0.089 0.872 0.067 75.9 0.259 0.820 0.077 66.1 0.093 0.850 0.070 66.1 0.274 0.790 0.082 57.5 0.101 0.811 0.076 57.5 0.305 0.742 0.092 50.1 0.114 0.779 0.092 50.1 0.356 0.715 0.111 43.7 0.131 0.764 0.117 43 .7 0.416 0.707 0.135 38.0 0.147 0.771 0.135 38.0 0.467 0.726 0.150 33 .1 0.156 0.761 0.144 33.1 0.489 0.722 0.152 28.8 0.163 0.782 0.147 28.8 0.503 0.746 0.155 25.1 0.171 0.804 0.139 25.1 0.521 0.771 0.145 21.9 0.180 0.873 0.137 21.9 0.541 0.845 0.143 19.1 0.186 0.900 0.132 19.1 0.550 0.876 0.137 16.6 0.190 0.946 0.126 16.6 0.555 0.925 0.130 14.5 0.192 0.990 0.118 14.5 0.554 0.971 0.122 12.6 0.193 1.008 0.105 12.6 0.548 0.992 0.109 11.0 0.191 1.015 0.086 11.0 0.537 1.001 0.090 9.5 0.188 1.034 0.070 9.5 0.522 1.021 0.072 8.3 0.182 1.078 0.068 8.3 0.501 1.067 0.069 7.2 0.175 1.097 0.071 7.2 0.478 1.088 0.071 6.3 0.167 1.106 0.067 6.3 0.452 1.100 0.068 5.5 0.158 1.085 0.061 5.5 0.423 1.081 0.062 4.8 0.150 1.047 0.055 4.8 0.399 1.045 0.056 4.2 0.141 1.010 0.051 4.2 0.373 1.009 0.051 3.6 0.133 0.969 0.046 3.6 0.348 0.968 0.047 3.2 0.123 0.949 0.042 3.2 0.320 0.949 0.043 2.8 0.110 0.893 0.037 2.8 0.285 0.893 0.037 2.4 0.105 0.917 0.032 2.4 0.270 0.917 0.032 2.1 0.096 0.921 0.028 2.1 0.246 0.922 0.028 1.8 0.088 0.939 0.023 1.8 0.224 0.940 0.023 1.6 0.079 0.964 0.020 1.6 0.199 0.964 0.020 1.4 0.078 1.103 0.015 1.4 0.195 1.102 0.015 1.2 0.064 1.031 0.013 1.2 0.160 1.030 0.013 1.0 0.058 1.018 0.012 1.0 0.143 1.017 0.012

Enclosure to PLA-7 145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 8 of9 M1P1K1 Rock PGA=0.0964 M1P1K1 PGA=0.292 Freq. med. sigma Freq. med. sigma (Hz) Soil SA AF ln(AF) (Hz) Soil SA AF ln(AF) 0.91 0.057 1.096 0.011 0.91 0.139 1.094 0.011 0.79 0.052 1.091 0.007 0.79 0.125 1.088 0.008 0.69 0.042 0.992 0.007 0.69 0.101 0.992 0.007 0.60 0.035 0.929 0.005 0.60 0.082 0.930 0.006 0.52 0.030 0.931 0.005 0.52 0.070 0.931 0.006 0.46 0.026 0.980 0.006 0.46 0.061 0.979 0.007 0.10 0.001 1.075 0.002 0.10 0.003 1.074 0.002 Table A2-b2 Median AFs and Sigmas for Model 2, Profile 1, for 2 PGA Levels M2P1K1 PGA=0.0964 M2P1K1 PGA=0.292 Freq. med. sigma Freq. med. s1grna (Hz) Soil SA AF ln(AF) (Hz) Soil SA AF ln(AF) 100.0 0.086 0.891 0.065 100.0 0.253 0.864 0.074 87.1 0.087 0.885 0.066 87.1 0.257 0.856 0.075 75.9 0.089 0.873 0.067 75.9 0.266 0.841 0.076 66.1 0.093 0.852 0.068 66.1 0.282 0.812 0.079 57.5 0.101 0.812 0.073 57.5 0.316 0.768 0.086 50.1 0.114 0.780 0.085 50.1 0.371 0.744 0.099 43.7 0.132 0.766 0.110 43 .7 0.435 0.739 0.125 38.0 0.148 0.773 0.130 38.0 0.488 0.757 0.143 33.1 0.157 0.765 0.147 33.1 0.510 0.753 0.159 28.8 0.164 0.786 0.149 28.8 0.523 0.775 0.159 25.1 0.172 0.807 0.141 25.1 0.539 0.798 0.148 21.9 0.181 0.877 0.139 21.9 0.557 0.871 0.145 19.1 0.186 0.903 0.134 19.1 0.565 0.900 0.139 16.6 0.191 0.949 0.128 16.6 0.569 0.948 0.131 14.5 0.193 0.993 0.118 14.5 0.566 0.993 0.121 12.6 0.193 1.011 0.102 12.6 0.558 1.010 0.104 11.0 0.192 1.017 0.082 11.0 0.546 1.017 0.083 9.5 0.188 1.036 0.067 9.5 0.529 1.035 0.068 8.3 0.183 1.080 0.069 8.3 0.507 1.080 0.069 7.2 0.175 1.098 0.072 7.2 0.482 1.098 0.072 6.3 0.167 1.107 0.068 6.3 0.455 1.107 0.068 5.5 0.158 1.086 0.060 5.5 0.425 1.086 0.060 4.8 0.150 1.047 0.054 4.8 0.400 1.047 0.054 4.2 0.141 1.010 0.050 4.2 0.373 1.011 0.050 3.6 0.133 0.969 0.046 3.6 0.348 0.969 0.046 3.2 0.123 0.949 0.042 3.2 0.320 0.949 0.042 2.8 0.110 0.893 0.037 2.8 0.285 0.893 0.037 2.4 0.105 0.917 0.032 2.4 0.270 0.917 0.032

Enclosure to PLA-7 145 Susquehanna SES Units 1 & 2 Seismic Hazard and Screening Report Appendix A Page 9 of9 M2P1K1 PGA=0.0964 M2P1K1 PGA=0.292 Freq. med. sigma Freq. med. sigma (Hz) Soil SA AF ln(AF) (Hz) Soil SA AF ln(AF) 2.1 0.096 0.921 0.028 2.1 0.246 0.921 0.028 1.8 0.088 0.939 0.023 1.8 0.224 0.939 0.023 1.6 0.079 0.964 0.020 1.6 0. 199 0.964 0.020 1.4 0.078 1.103 0.015 1.4 0. 195 1.101 0.015 1.2 0.064 1.031 0.013 1.2 0.160 1.030 0.013 1.0 0.058 1.018 0.012 1.0 0.143 1.017 0.012 0.91 0.057 1.096 0.011 0.91 0.139 1.094 0.011 0.79 0.052 1.091 0.007 0.79 0.125 1.089 0.008 0.69 0.042 0.992 0.007 0.69 0.101 0.992 0.008 0.60 0.035 0.929 0.005 0.60 0.082 0.930 0.006 0.52 0.030 0.931 0.005 0.52 0.070 0.93 1 0.006 0.46 0.026 0.980 0.006 0.46 0.061 0.979 0.006 0.10 0.001 1.075 0.002 0.10 0.003 1.074 0.002