ML14161A074: Difference between revisions

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{{#Wiki_filter:16               17         18       19       20         21                    22 750                                                                                         t 750 Q DESIGN WATERTABLE ORIGlNAL GRADE              3-WATER 1 ABLE { 24HRf 740 n
{{#Wiki_filter:16 21 22 17 18 19 20 750 t
740                                                                    I 3
750 3
i                                MH SOIL CLASS~FICAT~ON 13 BLOW COUNT FINAL GRADE                      POTEN TI ALLY 11Q U E Fl A B L E:
740 730 720 Q DESIGN WATERTABLE 3-WATER 1 ABLE { 24HRf MH SOIL CLASS~FICAT~ON 13 BLOW COUNT  
I 730                                                                                           730          SOIL(SEE NOTE) f SS-IT'?           SS-58     1
~
                                                                                                        ~
SOIL(SEE NOTE)
728.0            m . 5 7-1                                                         ,WS      WEATHERED S H A L E I?
POTEN TI ALLY 11 Q U E Fl A B L E:  
                                  +GM     I  1 720                                                                                            720 a
,WS WEATHERED SHALE ORIGlNAL GRADE I
I P
i n
NOTE: LlQUEFACTlON BASED O N TOP OF G R O U N D ACCELERATION OF0.22g AND SEE- IDRISS (1981)
740 FINAL GRADE f
I 710                                      I CORRELATION FOR S A N D S .
I 730 SS-IT'?
I~
728.0 SS-58 1
CLASS  BACKFILL DISCOIJTLNUED 690 I
m. 5 1
I I
7-I 1
Added by Amendment 50 680 W A T T S B A R N U C L E A R PLANT FINAL SAFETY A N A L Y S I S REPORT 670                                                                                          670 CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF 2 FfGURlE 2,5-554 660                                                                                          660 F- F}}
I?  
+GM 720 a
P I
NOTE: LlQUEFACTlON BASED O N TOP OF GROUND ACCELERATION OF0.22g AND SEE-IDRISS (1981)
CORRELATION FOR SANDS.
710 I
I CLASS I~
BACKFILL DISCOIJTLNUED 690 I
I Added by Amendment 50 680 670 I 660 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT 670 CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF 2 FfGURlE 2,5-554 660 F-F}}

Latest revision as of 20:26, 10 January 2025

Final Safety Analysis Report, Amendment 112 - Figure 2.5-554, Category I Electrical Conduits Section F-F. Sheet 2 of 2
ML14161A074
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 05/30/2014
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML14160A901 List: ... further results
References
Download: ML14161A074 (1)


Text

16 21 22 17 18 19 20 750 t

750 3

740 730 720 Q DESIGN WATERTABLE 3-WATER 1 ABLE { 24HRf MH SOIL CLASS~FICAT~ON 13 BLOW COUNT

~

SOIL(SEE NOTE)

POTEN TI ALLY 11 Q U E Fl A B L E:

,WS WEATHERED SHALE ORIGlNAL GRADE I

i n

740 FINAL GRADE f

I 730 SS-IT'?

728.0 SS-58 1

m. 5 1

7-I 1

I?

+GM 720 a

P I

NOTE: LlQUEFACTlON BASED O N TOP OF GROUND ACCELERATION OF0.22g AND SEE-IDRISS (1981)

CORRELATION FOR SANDS.

710 I

I CLASS I~

BACKFILL DISCOIJTLNUED 690 I

I Added by Amendment 50 680 670 I 660 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT 670 CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF 2 FfGURlE 2,5-554 660 F-F