ML15279A257

Amendment 114 to Final Safety Analysis Report, Section 2.4 - Hydrologic Engineering, Pages 2.4-210 - 2.4-253

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: CNL-15-183, Amendment 114 to Final Safety Analysis Report, Figure 2.5-605, Underground Barrier Trench B STA 4+50 ML15279A240 ML15279A246 ML15279A247 ML15279A248 ML15279A249 ML15279A250 ML15279A251 ML15279A253 ML15279A254 ML15279A255 ML15279A256 ML15279A257 ML15279A260 ML15279A261 ML15279A263 ML15279A264 ML15279A265 ML15279A266 ML15279A267 ML15279A268 ML15279A269 ML15279A270 ML15279A272 ML15279A273 ML15279A274 ML15279A275 ML15279A276 ML15279A277 ML15279A278 ML15279A279 ML15279A280 ML15279A281 ML15279A282 ML15279A284 ML15279A285 ML15279A286 ML15279A287 ML15279A288 ML15279A289 ML15279A290 ML15279A291 ML15279A293 ML15279A294 ML15279A295 ML15279A296 ML15279A297 ML15279A298 ML15279A299 ML15279A301 ... further results
References
CNL-15-183
Download: ML15279A257 (44)

Text

2.4-210 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-25 John Sevier Dam Hydrograph (Sheet 24 of 27)

HYDROLOGIC ENGINEERING2.4-211WATTS BARWBNP-114Figure 2.4-25 Tellico Dam Hydrograph (Sheet 25 of 27) 2.4-212 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-25 Watts Bar Dam Hydrograph (Sheet 26 of 27)

HYDROLOGIC ENGINEERING2.4-213WATTS BARWBNP-114Figure 2.4-25 Chickamauga Dam Hydrograph (Sheet 27 of 27) 2.4-214 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 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 ENGINEERING2.4-215WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-27 Main Plant General Grading Plan WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390HYDROLOGIC ENGINEERING 2.4-216Figure 2.4-28 Watts Bar Nuclear Plant Wind Wave Fetch 2.4-217 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 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 ENGINEERINGWATTS BARWBNP-114Figure 2.4-30 West Saddle Dike Cross Section #3 HYDROLOGIC ENGINEERING2.4-219WATTS BARWBNP-114Figure 2.4-31 West Saddle Dam Discharge Rating Curves 2.4-220 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 1 of 4)

HYDROLOGIC ENGINEERING2.4-221WATTS BARWBNP-114Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 2 of 4) 2.4-222 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 3 of 4)

HYDROLOGIC ENGINEERING2.4-223WATTS BARWBNP-114Figure 2.4-32 Melton Hill Total Failure Plot (Sheet 4 of 4) 2.4-224 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-33 Dam Rating Curves for Melton Hill Dam 2.4-225 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-34 thru Figure 2.4-40 Are Not Used HYDROLOGIC ENGINEERING2.4-226WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40a Main Plant Site Grading And Drainage System For Flood Studies Sheet 1 HYDROLOGIC ENGINEERING2.4-227WATTS BARWBNP-114Figure 2.4-40a Deleted by Amendment 101 HYDROLOGIC ENGINEERING2.4-228WATTS BARWBNP-114Figure 2.4-40a Deleted by Amendment 101 HYDROLOGIC ENGINEERING2.4-229WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40b Main Plant General Plan HYDROLOGIC ENGINEERING2.4-230WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40c Yard Site Grading and Drainage System For Flood Studies HYDROLOGIC ENGINEERING2.4-231WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40d-1 Main Plant Plant Perimeter Roads Plan and Profile Sheet 1 HYDROLOGIC ENGINEERING2.4-232WATTS BARWBNP-114Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 2 HYDROLOGIC ENGINEERING2.4-233WATTS BARWBNP-114Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 3 HYDROLOGIC ENGINEERING2.4-234WATTS BARWBNP-114Figure 2.4-40e Access Highway TVA DWG 1001H202 R4 - Sheet 1 HYDROLOGIC ENGINEERING2.4-235WATTS BARWBNP-114Figure 2.4-40e Access Highway TVA DWG. 1001H201 R4 - Sheet 2 HYDROLOGIC ENGINEERING2.4-236WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40f Main Plant Main Plant Tracks Plan - Sheet 1 HYDROLOGIC ENGINEERING2.4-237WATTS BARWBNP-114Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 2 HYDROLOGIC ENGINEERING2.4-238WATTS BARWBNP-114Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 3 HYDROLOGIC ENGINEERING2.4-239WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 1 HYDROLOGIC ENGINEERING2.4-240WATTS BARWBNP-114Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 2 HYDROLOGIC ENGINEERING2.4-241WATTS BARWBNP-114Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 3 HYDROLOGIC ENGINEERING2.4-242WATTS BARWBNP-114Figure 2.4-40h Probable Maximum Precipation Point Rainfall HYDROLOGIC ENGINEERING2.4-243WATTS BARWBNP-114Figure 2.4-40i Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-244WATTS BARWBNP-114Figure 2.4-40j Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-245WATTS BARWBNP-114Figure 2.4-40k Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-246WATTS BARWBNP-114Figure 2.4-40L Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-247WATTS BARWBNP-114THIS PAGE INTENTIONALLY BLANK HYDROLOGIC ENGINEERING2.4-248WATTS BARWBNP-114Figure 2.4-41 thru Figure 2.4-60 Are Not Used 2.4-249 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114THIS PAGE INTENTIONALLY BLANK HYDROLOGIC ENGINEERING2.4-250WATTS BARWBNP-114Figure 2.4-61 Deleted by Amendment 108

2.4-251HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-62 Deleted by Amendment 108 HYDROLOGIC ENGINEERING2.4-252WATTS BARWBNP-114Figure 2.4-63 Deleted by Amendment 108 2.4-253HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-64 is not used