ML11178A200: Difference between revisions

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{{#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-}}

Revision as of 13:38, 5 August 2018

Watts Bar, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-554, Category 1 Electrical Conduits, Section F-F. Sheet 1 of 2
ML11178A200
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 06/03/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11178A200 (1)
v • d • e


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-

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