ML032731594
| ML032731594 | |
| Person / Time | |
|---|---|
| Site: | North Anna, 05200008, PROJ0719  |
| Issue date: | 09/30/2003 |
| From: | Dominion Nuclear Connecticut |
| To: | Office of New Reactors |
| References | |
| +reviewedDominionESP, +reviewedmls | |
| Download: ML032731594 (30) | |
Text
North Anna Revision 0 Early Site Permit Application 2-2-400 September 2003 Figure 2.5-15 Site Area Topographic Map (5-Mile Radius)
North Anna Revision 0 Early Site Permit Application 2-2-401 September 2003 Figure 2.5-16 Site Topographic Map (0.6-Mile Radius)
North Anna Revision 0 Early Site Permit Application 2-2-402 September 2003 Figure 2.5-17 Site Area Geologic Cross Section A-A' (5-Mile Radius) 0 0.4 0.8 1.2 1.6 2.0 Scale 1:24,000 Miles PzZp Po River Metamorphic Suite (Late Pre-cambrian to early Paleozoic) t Ta River Metamorphic Suite (Cambrian and/or Ordovician) c Chopawamsic Formation (Cambrian and/or Ordovician)
OmII Melange Zone II (Cambrian and/or Ordovician)
OmIII Melange Zone III (Cambrian and/or Ordovician)
OmIV Melange Zone IV (Cambrian and/or Ordovician)
Oq Quantico Formation (Ordovician)
SOe Ellisville Pluton (Silurian)
Source: Mixon and Others, 2000 Sea Level 3,300 6,600 9,900 13,000 16,000 Spotsylvania Thrust Fault North Anna Site Long Branch Thrust Fault Chopawamsic Thrust Fault A
West A
East OmII OmIII OmIV Oq t
c SOe PzZp Fault "b" Fault "a"
?
?
North Anna Revision 0 Early Site Permit Application 2-2-403 September 2003 Figure 2.5-18 Site Geologic Map (0.6-Mile Radius)
North Anna Revision 0 Early Site Permit Application 2-2-404 September 2003 Figure 2.5-19 Bechtel Group EPRI Sources
North Anna Revision 0 Early Site Permit Application 2-2-405 September 2003 Figure 2.5-20 Dames & Moore EPRI Sources
North Anna Revision 0 Early Site Permit Application 2-2-406 September 2003 Figure 2.5-21 Law Engineering EPRI Sources
North Anna Revision 0 Early Site Permit Application 2-2-407 September 2003 Figure 2.5-22 Rondout Associates EPRI Sources
North Anna Revision 0 Early Site Permit Application 2-2-408 September 2003 Figure 2.5-23 Woodward-Clyde EPRI Sources
North Anna Revision 0 Early Site Permit Application 2-2-409 September 2003 Figure 2.5-24 Weston EPRI Sources
North Anna Revision 0 Early Site Permit Application 2-2-410 September 2003 Figure 2.5-25 Various EPRI Geometries of the Central Virginia Seismic Zone
2-2-411 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-26 Low-Frequency, 10-5 Median, Magnitude-Distance Deaggregation Using 1989 EPRI Sources and Ground Motion 0-15 15-25 25-50 50-100 100-200 200-300 300+
5.25 5.75 6.25 6.75 7+
0.00 0.05 0.10 0.15 0.20 0.25 0.30 Fraction Distance (km)
M 1989 EPRI Models
2-2-412 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-27 High-Frequency, 10-5 Median, Magnitude-Distance Deaggregation Using 1989 EPRI Sources and Ground Motion 0-15 15-25 25-50 50-100 100-200 200-300 300+
5.25 5.75 6.25 6.75 7+
0.00 0.05 0.10 0.15 0.20 0.25 0.30 Fraction Distance (km)
M 1989 EPRI Models
2-2-413 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-28 1989 EPRI 1 Hz Mean Hazard Contribution by Source (Bechtel);
Sources Contributing Most to ESP Site Hazard Are Emphasized 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance BEC-24 BEC-E BEC-BZ4 BEC-BZ5
2-2-414 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-29 1989 EPRI Hazard 1 Hz Mean Contribution by Source (Dames &
Moore); Sources Contributing Most to ESP Site Hazard Are Emphasized 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance DAM-4 DAM-4b DAM-40 DAM-41 DAM-42 DAM-47 DAM-53
2-2-415 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-30 1989 EPRI 1 Hz Mean Hazard Contribution by Source (Law Engineering); Sources Contributing Most to ESP Site Hazard Are Emphasized 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance LAW-17 LAW-22 LAW-107 LAW-217 LAW-C09 LAW-C10 LAW-C11 LAW-M19 LAW-M20 LAW-M21 LAW-M22 LAW-M23 LAW-M24 LAW-M27
2-2-416 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-31 1989 EPRI 1 Hz Hazard Contribution by Source (Rondout Team);
Sources Contributing Most to ESP Site Hazard Are Emphasized 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance RND-28 RND-29 RND-30
2-2-417 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-32 1989 EPRI 1 Hz Hazard Contribution by Source (Woodward-Clyde);
Sources Contributing Most to ESP Site Hazard Are Emphasized 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance WCC-26 WCC-27 WCC-29 WCC-29A WCC-B22
2-2-418 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-33 1989 EPRI 1 Hz Hazard Contribution by Source (Weston Geophysical); Sources Contributing Most to ESP Site Hazard Are Emphasized 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance WGC-22 WGC-C19 WGC-C21 WGC-C22 WGC-C23 WGC-C34 WGC-C35
2-2-419 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-34 Logic Tree for ECFS Northern Segment Figure 2.5-35 Logic Tree for the Updated Charleston Source (ECFS Southern Segment)
(1.0)
2-2-420 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-36 Bechtel and Rondout Team Representations of Central Virginia Seismic Zone, and Seismicity in the Region Recorded from 1985 to 2001 36 36.5 37 37.5 38 38.5 39 76 76.5 77 77.5 78 78.5 79 79.5 80 Longitude Latitude Bechtel source E Rondout source 29 Site Seismicity 1985-2001
2-2-421 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-37 Comparison of Seismic Activity Rates for Bechtel Source E Considering Original EPRI (through 1984) and Updated (through 2001) Earthquake Catalogs 1.E-05 1.E-04 1.E-03 1.E-02 1.E-01 5
6 7
Magnitude Annual Recurrence Rate Bechtel E thru 1984 Bechtel E thru 2001
2-2-422 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-38 Comparison of Seismic Activity for Rondout Source 29 Considering Original EPRI (through 1984) and Updated (through 2001)
Earthquake Catalogs RONDOUT SOURCE 29 1.E-05 1.E-04 1.E-03 1.E-02 1.E-01 5
6 7
Magnitude Annual Recurrence Rate Rondout 29 thru 1984 Rondout 29 thru 2001
2-2-423 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-39 Comparison of Seismic Activity for 200-Mile Radius Source Around North Anna Considering Original EPRI (through 1984) and Updated (through 2001) Earthquake Catalogs 1.E-05 1.E-04 1.E-03 1.E-02 1.E-01 5
6 7
Magnitude Annual Recurrence Rate Generic 200-mi source thru 1984 Generic 200-mi source thru 2001
2-2-424 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-40 Effect of ECFS Faults on Median, 1 Hz Seismic Hazard 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance Original, median Original+ECFS-N, median Original+ECFS-S, median ECFS-S only, median
2-2-425 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-41 Effect of ECFS Faults on Mean, 1 Hz Seismic Hazard 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance Original, mean Original+ECFS-N, mean Original+ECFS-S, mean ECFS-N only, mean ECFS-S only, mean
2-2-426 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-42 Effect of ECFS Faults on Median, 10 Hz Seismic Hazard 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.01 0.1 1
10 10 Hz Spectral Acceleration (g)
Annual Probability of Exceedance Original, median Original+ECFS-N, median Original+ECFS-S, median ECFS-S only, median
2-2-427 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-43 Effect of ECFS Faults on Mean, 10 Hz Seismic Hazard 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.01 0.1 1
10 10 Hz Spectral Acceleration (g)
Annual Probability of Exceedance Original, mean Original+ECFS-N, mean Original+ECFS-S, mean ECFS-N only, mean ECFS-S only, mean
2-2-428 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-44 Sensitivity of 10 Hz Seismic Hazard to 1989 and 2003 Ground Motion Models 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.01 0.1 1
10 10 Hz Spectral Acceleration (g)
Annual Probability of Exceedance 1989 ground motion, mean 1989 ground motion, median 2003 ground motion, mean 2003 ground motion, median
2-2-429 Revision 0 September 2003 North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report Figure 2.5-45 Sensitivity of 1 Hz Seismic Hazard to 1989 and 2003 Ground Motion Models 1.E-08 1.E-07 1.E-06 1.E-05 1.E-04 1.E-03 1.E-02 0.001 0.01 0.1 1
1 Hz Spectral Acceleration (g)
Annual Probability of Exceedance 1989 ground motion, mean 1989 ground motion, median 2003 ground motion, mean 2003 ground motion, median