ML15279A257
| ML15279A257 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar |
| Issue date: | 09/11/2015 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML15279A332 | List:
|
| References | |
| CNL-15-183 | |
| Download: ML15279A257 (44) | |
Text
2.4-210 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-25 John Sevier Dam Hydrograph (Sheet 24 of 27)
HYDROLOGIC ENGINEERING 2.4-211 WATTS BAR WBNP-114 Figure 2.4-25 Tellico Dam Hydrograph (Sheet 25 of 27)
2.4-212 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-25 Watts Bar Dam Hydrograph (Sheet 26 of 27)
HYDROLOGIC ENGINEERING 2.4-213 WATTS BAR WBNP-114 Figure 2.4-25 Chickamauga Dam Hydrograph (Sheet 27 of 27)
2.4-214 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-26 Probable Maximum Flood and Bottom Profiles Figure 2.4-26 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Probable Maximum Flood and Bottom Profiles
HYDROLOGIC ENGINEERING 2.4-215 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-27 Main Plant General Grading Plan
WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 HYDROLOGIC ENGINEERING 2.4-216 Figure 2.4-28 Watts Bar Nuclear Plant Wind Wave Fetch
2.4-217 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-29 Extreme Value Analysis 30-Minute Wind Speed From the Southwest Chattanooga, TN 1948-74 Figure 2.4-29 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Extreme Value Analysis 30-Minute Wind Speed From the Southwest Chattanooga, TN 1948-74
2.4-218 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-30 West Saddle Dike Cross Section #3
HYDROLOGIC ENGINEERING 2.4-219 WATTS BAR WBNP-114 Figure 2.4-31 West Saddle Dam Discharge Rating Curves
2.4-220 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 1 of 4)
HYDROLOGIC ENGINEERING 2.4-221 WATTS BAR WBNP-114 Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 2 of 4)
2.4-222 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 3 of 4)
HYDROLOGIC ENGINEERING 2.4-223 WATTS BAR WBNP-114 Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 4 of 4)
2.4-224 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-33 Dam Rating Curves for Melton Hill Dam
2.4-225 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-34 thru Figure 2.4-40 Are Not Used
HYDROLOGIC ENGINEERING 2.4-226 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40a Main Plant Site Grading And Drainage System For Flood Studies Sheet 1
HYDROLOGIC ENGINEERING 2.4-227 WATTS BAR WBNP-114 Figure 2.4-40a Deleted by Amendment 101
HYDROLOGIC ENGINEERING 2.4-228 WATTS BAR WBNP-114 Figure 2.4-40a Deleted by Amendment 101
HYDROLOGIC ENGINEERING 2.4-229 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40b Main Plant General Plan
HYDROLOGIC ENGINEERING 2.4-230 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40c Yard Site Grading and Drainage System For Flood Studies
HYDROLOGIC ENGINEERING 2.4-231 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40d-1 Main Plant Plant Perimeter Roads Plan and Profile Sheet 1
HYDROLOGIC ENGINEERING 2.4-232 WATTS BAR WBNP-114 Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 2
HYDROLOGIC ENGINEERING 2.4-233 WATTS BAR WBNP-114 Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 3
HYDROLOGIC ENGINEERING 2.4-234 WATTS BAR WBNP-114 Figure 2.4-40e Access Highway TVA DWG 1001H202 R4 - Sheet 1
HYDROLOGIC ENGINEERING 2.4-235 WATTS BAR WBNP-114 Figure 2.4-40e Access Highway TVA DWG. 1001H201 R4 - Sheet 2
HYDROLOGIC ENGINEERING 2.4-236 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40f Main Plant Main Plant Tracks Plan - Sheet 1
HYDROLOGIC ENGINEERING 2.4-237 WATTS BAR WBNP-114 Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 2
HYDROLOGIC ENGINEERING 2.4-238 WATTS BAR WBNP-114 Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 3
HYDROLOGIC ENGINEERING 2.4-239 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 1
HYDROLOGIC ENGINEERING 2.4-240 WATTS BAR WBNP-114 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 2
HYDROLOGIC ENGINEERING 2.4-241 WATTS BAR WBNP-114 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 3
HYDROLOGIC ENGINEERING 2.4-242 WATTS BAR WBNP-114 Figure 2.4-40h Probable Maximum Precipation Point Rainfall
HYDROLOGIC ENGINEERING 2.4-243 WATTS BAR WBNP-114 Figure 2.4-40i Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-244 WATTS BAR WBNP-114 Figure 2.4-40j Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-245 WATTS BAR WBNP-114 Figure 2.4-40k Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-246 WATTS BAR WBNP-114 Figure 2.4-40L Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-247 WATTS BAR WBNP-114 THIS PAGE INTENTIONALLY BLANK
HYDROLOGIC ENGINEERING 2.4-248 WATTS BAR WBNP-114 Figure 2.4-41 thru Figure 2.4-60 Are Not Used
2.4-249 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 THIS PAGE INTENTIONALLY BLANK
HYDROLOGIC ENGINEERING 2.4-250 WATTS BAR WBNP-114 Figure 2.4-61 Deleted by Amendment 108
2.4-251 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-62 Deleted by Amendment 108
HYDROLOGIC ENGINEERING 2.4-252 WATTS BAR WBNP-114 Figure 2.4-63 Deleted by Amendment 108
2.4-253 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-64 is not used