ML15279A304: Difference between revisions

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#REDIRECT [[NL-15-183, Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-554. Sheet 1 of 2]]
{{Adams
| number = ML15279A304
| issue date = 09/11/2015
| title = Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-554. Sheet 1 of 2
| author name =
| author affiliation = Tennessee Valley Authority
| addressee name =
| addressee affiliation = NRC/NRR
| docket = 05000391
| license number = CPPR-0092
| contact person =
| case reference number = CNL-15-183
| package number = ML15279A332
| document type = Final Safety Analysis Report (FSAR)
| page count = 1
}}
 
=Text=
{{#Wiki_filter:3 4, IO II 12 13 14 15 16 6 7 8 9 I \ ,e-- - - - ORLGINAL GRADE 7, -_ - {%-MH6A /%-MHSL I ,# // 1 I / / I i I I! I t II 0 I 2 5 750 J E TRAVELING WAT'Ea SCREENS I a DESEN WATER TABLE I WATER TABLE (24HA) MH SOIL CLASSIFICATION 13  COUNT POTENTIALLY SOIL (SEE MOTE) L IQUEFl ABLE -WS WEATHERED SHALE 740 730 ! !I I I im I! I Iy N0TE:LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF0.22p AN 0 §E ED- I DRlSS I98 I) CORRELATION FOR SANDS, 710 700 690 680 - Added by Ammdment 50 Y - 670 WATTS 81A NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT CATEGORY I ELECTRICAL CONWITS SECTION F-F WET I OF 2 1 F- F 660 f-3 4, IO II 12 13 14 15 16 6 7 8 9 I \ ,e-- - - - ORLGINAL GRADE 7, -_ - {%-MH6A /%-MHSL I ,# // 1 I / / I i I I! I t II 0 I 2 5 750 J E TRAVELING WAT'Ea SCREENS I a DESEN WATER TABLE I WATER TABLE (24HA) MH SOIL CLASSIFICATION 13  COUNT POTENTIALLY SOIL (SEE MOTE) L IQUEFl ABLE -WS WEATHERED SHALE 740 730 ! !I I I im I! I Iy N0TE:LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF0.22p AN 0 §E ED- I DRlSS I98 I) CORRELATION FOR SANDS, 710 700 690 680 - Added by Ammdment 50 Y - 670 WATTS 81A NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT CATEGORY I ELECTRICAL CONWITS SECTION F-F WET I OF 2 1 F- F 660 f-}}

Revision as of 01:00, 17 March 2019

Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-554. Sheet 1 of 2
ML15279A304
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 09/11/2015
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML15279A332 List: ... further results
References
CNL-15-183
Download: ML15279A304 (1)


Text

3 4, IO II 12 13 14 15 16 6 7 8 9 I \ ,e-- - - - ORLGINAL GRADE 7, -_ - {%-MH6A /%-MHSL I ,# // 1 I / / I i I I! I t II 0 I 2 5 750 J E TRAVELING WAT'Ea SCREENS I a DESEN WATER TABLE I WATER TABLE (24HA) MH SOIL CLASSIFICATION 13 COUNT POTENTIALLY SOIL (SEE MOTE) L IQUEFl ABLE -WS WEATHERED SHALE 740 730 ! !I I I im I! I Iy N0TE:LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF0.22p AN 0 §E ED- I DRlSS I98 I) CORRELATION FOR SANDS, 710 700 690 680 - Added by Ammdment 50 Y - 670 WATTS 81A NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT CATEGORY I ELECTRICAL CONWITS SECTION F-F WET I OF 2 1 F- F 660 f-3 4, IO II 12 13 14 15 16 6 7 8 9 I \ ,e-- - - - ORLGINAL GRADE 7, -_ - {%-MH6A /%-MHSL I ,# // 1 I / / I i I I! I t II 0 I 2 5 750 J E TRAVELING WAT'Ea SCREENS I a DESEN WATER TABLE I WATER TABLE (24HA) MH SOIL CLASSIFICATION 13 COUNT POTENTIALLY SOIL (SEE MOTE) L IQUEFl ABLE -WS WEATHERED SHALE 740 730 ! !I I I im I! I Iy N0TE:LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF0.22p AN 0 §E ED- I DRlSS I98 I) CORRELATION FOR SANDS, 710 700 690 680 - Added by Ammdment 50 Y - 670 WATTS 81A NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT CATEGORY I ELECTRICAL CONWITS SECTION F-F WET I OF 2 1 F- F 660 f-