ML093620198: Difference between revisions

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=Text=
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{{#Wiki_filter:16 21 22 17 18 19 20 750 t 750 3 740
{{#Wiki_filter:16               17         18       19       20         21                    22 750                                                                                         t 750 Q DESIGN WATERTABLE ORIGlNAL GRADE              3-WATER 1 ABLE { 24HRf 740 n
* 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 ON 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}}
740                                                                    I 3
i                                MH SOIL CLASS~FICAT~ON 13 BLOW COUNT FINAL GRADE                      POTEN TI ALLY 11Q U E Fl A B L E:
I 730                                                                                            730          SOIL(SEE NOTE) f
* SS-IT'?           SS-58     1
                                                                                                        ~
728.0            m . 5 7-1                                                        ,WS      WEATHERED S H A L E
                                  --
I?
                                  +GM     I  1 720                                                                                            720 a
I P
NOTE: LlQUEFACTlON BASED O N TOP OF G R O U N D ACCELERATION OF0.22g AND SEE- IDRISS (1981)
I 710                                      I CORRELATION FOR S A N D S .
I~
                                                                        .#
CLASS  BACKFILL DISCOIJTLNUED 690 I
I I
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}}

Revision as of 23:15, 13 November 2019

Final Safety Analysis Report, Amendment 96, Figure 2.5-554, Category I Electrical Conduits Section F-F, Sheet 2 of 2
ML093620198
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 12/14/2009
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML093620198 (1)


Text

16 17 18 19 20 21 22 750 t 750 Q DESIGN WATERTABLE ORIGlNAL GRADE 3-WATER 1 ABLE { 24HRf 740 n

740 I 3

i MH SOIL CLASS~FICAT~ON 13 BLOW COUNT FINAL GRADE POTEN TI ALLY 11Q U E Fl A B L E:

I 730 730 SOIL(SEE NOTE) f

  • SS-IT'? SS-58 1

~

728.0 m . 5 7-1 ,WS WEATHERED S H A L E

--

I?

+GM I 1 720 720 a

I P

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

I 710 I CORRELATION FOR S A N D S .

I~

.#

CLASS BACKFILL DISCOIJTLNUED 690 I

I I

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