NL-15-183, Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.4 - Hydrologic Engineering, Pages 2.4-210 - 2.4-253
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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