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
Figure 2.5-15 Site Area Topographic Map (5-Mile Radius)
North Anna Revision 0 Early Site Permit Application 2-2-400 September 2003
Figure 2.5-16 Site Topographic Map (0.6-Mile Radius)
North Anna Revision 0 Early Site Permit Application 2-2-401 September 2003
A A West East Chopawamsic Long Branch North Anna Spotsylvania Thrust Fault Thrust Fault Site Thrust Fault Fault "b" Fault "a" Sea Level PzZp Oq ?
3,300
?
c t 6,600 OmII 9,900 SOe 13,000 16,000 OmIII OmIV 0 0.4 0.8 1.2 1.6 2.0 Miles PzZp Po River Metamorphic Suite (Late Pre-cambrian to early Paleozoic) Scale 1:24,000 t Ta River Metamorphic Suite (Cambrian and/or Ordovician) Source: Mixon and Others, 2000 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)
Figure 2.5-17 Site Area Geologic Cross Section A-A' (5-Mile Radius)
North Anna Revision 0 Early Site Permit Application 2-2-402 September 2003
Figure 2.5-18 Site Geologic Map (0.6-Mile Radius)
North Anna Revision 0 Early Site Permit Application 2-2-403 September 2003
Figure 2.5-19 Bechtel Group EPRI Sources North Anna Revision 0 Early Site Permit Application 2-2-404 September 2003
Figure 2.5-20 Dames & Moore EPRI Sources North Anna Revision 0 Early Site Permit Application 2-2-405 September 2003
Figure 2.5-21 Law Engineering EPRI Sources North Anna Revision 0 Early Site Permit Application 2-2-406 September 2003
Figure 2.5-22 Rondout Associates EPRI Sources North Anna Revision 0 Early Site Permit Application 2-2-407 September 2003
Figure 2.5-23 Woodward-Clyde EPRI Sources North Anna Revision 0 Early Site Permit Application 2-2-408 September 2003
Figure 2.5-24 Weston EPRI Sources North Anna Revision 0 Early Site Permit Application 2-2-409 September 2003
Figure 2.5-25 Various EPRI Geometries of the Central Virginia Seismic Zone North Anna Revision 0 Early Site Permit Application 2-2-410 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 0.30 1989 EPRI Models 0.25 0.20 Fraction 0.15 0.10 0.05 7+
6.75 0.00 6.25 5.75 M 0-15 15 25 5.25
-2 5 -5 50 0 -1 10 20 00 0- 0- 30 20 Distance (k 0 30 0+
m) 0 Figure 2.5-26 Low-Frequency, 10-5 Median, Magnitude-Distance Deaggregation Using 1989 EPRI Sources and Ground Motion 2-2-411 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 0.30 1989 EPRI Models 0.25 0.20 Fraction 0.15 0.10 0.05 7+
6.75 0.00 6.25 5.75 M 0-15 15 25 5.25
-2 5 -5 50 0 -1 10 20 00 0- 0- 30 20 Distance (k 0 30 0+
m) 0 Figure 2.5-27 High-Frequency, 10-5 Median, Magnitude-Distance Deaggregation Using 1989 EPRI Sources and Ground Motion 2-2-412 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 BEC-24 BEC-E 1.E-03 BEC-BZ4 Annual Probability of Exceedance BEC-BZ5 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-28 1989 EPRI 1 Hz Mean Hazard Contribution by Source (Bechtel);
Sources Contributing Most to ESP Site Hazard Are Emphasized 2-2-413 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 DAM-4 DAM-4b DAM-40 1.E-03 DAM-41 Annual Probability of Exceedance DAM-42 DAM-47 1.E-04 DAM-53 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-29 1989 EPRI Hazard 1 Hz Mean Contribution by Source (Dames &
Moore); Sources Contributing Most to ESP Site Hazard Are Emphasized 2-2-414 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 LAW-17 LAW-22 LAW-107 LAW-217 LAW-C09 LAW-C10 LAW-C11 LAW-M19 1.E-03 LAW-M20 LAW-M21 Annual Probability of Exceedance LAW-M22 LAW-M23 LAW-M24 LAW-M27 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-30 1989 EPRI 1 Hz Mean Hazard Contribution by Source (Law Engineering); Sources Contributing Most to ESP Site Hazard Are Emphasized 2-2-415 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 RND-28 RND-29 1.E-03 RND-30 Annual Probability of Exceedance 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-31 1989 EPRI 1 Hz Hazard Contribution by Source (Rondout Team);
Sources Contributing Most to ESP Site Hazard Are Emphasized 2-2-416 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 WCC-26 WCC-27 WCC-29 1.E-03 WCC-29A Annual Probability of Exceedance WCC-B22 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-32 1989 EPRI 1 Hz Hazard Contribution by Source (Woodward-Clyde);
Sources Contributing Most to ESP Site Hazard Are Emphasized 2-2-417 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 WGC-22 WGC-C19 WGC-C21 1.E-03 WGC-C22 Annual Probability of Exceedance WGC-C23 WGC-C34 1.E-04 WGC-C35 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-33 1989 EPRI 1 Hz Hazard Contribution by Source (Weston Geophysical); Sources Contributing Most to ESP Site Hazard Are Emphasized 2-2-418 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 (1.0)
Figure 2.5-35 Logic Tree for the Updated Charleston Source (ECFS Southern Segment) 2-2-419 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 39 38.5 38 Latitude 37.5 37 Bechtel source E 36.5 Rondout source 29 Site Seismicity 1985-2001 36 80 79.5 79 78.5 78 77.5 77 76.5 76 Longitude Figure 2.5-36 Bechtel and Rondout Team Representations of Central Virginia Seismic Zone, and Seismicity in the Region Recorded from 1985 to 2001 2-2-420 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-01 Bechtel E thru 1984 Bechtel E thru 2001 1.E-02 Annual Recurrence Rate 1.E-03 1.E-04 1.E-05 5 6 7 Magnitude Figure 2.5-37 Comparison of Seismic Activity Rates for Bechtel Source E Considering Original EPRI (through 1984) and Updated (through 2001) Earthquake Catalogs 2-2-421 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report RONDOUT SOURCE 29 1.E-01 Rondout 29 thru 1984 Rondout 29 thru 2001 1.E-02 Annual Recurrence Rate 1.E-03 1.E-04 1.E-05 5 6 7 Magnitude Figure 2.5-38 Comparison of Seismic Activity for Rondout Source 29 Considering Original EPRI (through 1984) and Updated (through 2001)
Earthquake Catalogs 2-2-422 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-01 Generic 200-mi source thru 1984 Generic 200-mi source thru 2001 1.E-02 Annual Recurrence Rate 1.E-03 1.E-04 1.E-05 5 6 7 Magnitude 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 2-2-423 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 Original, median Original+ECFS-N, median Original+ECFS-S, median 1.E-03 Annual Probability of Exceedance ECFS-S only, median 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-40 Effect of ECFS Faults on Median, 1 Hz Seismic Hazard 2-2-424 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 Original, mean Original+ECFS-N, mean Original+ECFS-S, mean 1.E-03 ECFS-N only, mean Annual Probability of Exceedance ECFS-S only, mean 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-41 Effect of ECFS Faults on Mean, 1 Hz Seismic Hazard 2-2-425 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 Original, median Original+ECFS-N, median Original+ECFS-S, median 1.E-03 Annual Probability of Exceedance ECFS-S only, median 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.01 0.1 1 10 10 Hz Spectral Acceleration (g)
Figure 2.5-42 Effect of ECFS Faults on Median, 10 Hz Seismic Hazard 2-2-426 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 Original, mean Original+ECFS-N, mean Original+ECFS-S, mean 1.E-03 ECFS-N only, mean Annual Probability of Exceedance ECFS-S only, mean 1.E-04 1.E-05 1.E-06 1.E-07 1.E-08 0.01 0.1 1 10 10 Hz Spectral Acceleration (g)
Figure 2.5-43 Effect of ECFS Faults on Mean, 10 Hz Seismic Hazard 2-2-427 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 1.E-03 Annual Probability of Exceedance 1.E-04 1.E-05 1.E-06 1989 ground motion, mean 1.E-07 1989 ground motion, median 2003 ground motion, mean 2003 ground motion, median 1.E-08 0.01 0.1 1 10 10 Hz Spectral Acceleration (g)
Figure 2.5-44 Sensitivity of 10 Hz Seismic Hazard to 1989 and 2003 Ground Motion Models 2-2-428 Revision 0 September 2003
North Anna Early Site Permit Application Part 2 - Site Safety Analysis Report 1.E-02 1.E-03 Annual Probability of Exceedance 1.E-04 1.E-05 1.E-06 1989 ground motion, mean 1.E-07 1989 ground motion, median 2003 ground motion, mean 2003 ground motion, median 1.E-08 0.001 0.01 0.1 1 1 Hz Spectral Acceleration (g)
Figure 2.5-45 Sensitivity of 1 Hz Seismic Hazard to 1989 and 2003 Ground Motion Models 2-2-429 Revision 0 September 2003