ML12083A259: Difference between revisions

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| number = ML12083A259
| number = ML12083A259
| issue date = 03/05/2012
| issue date = 03/05/2012
| title = Watts Bar Unit 2 - Final Safety Analysis Report, Amendment 108, Figure 2.5-576, Category I Electrical Conduits Section F-F. Sheet 2 of 2
| title = Final Safety Analysis Report, Amendment 108, Figure 2.5-576, Category I Electrical Conduits Section F-F. Sheet 2 of 2
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:750 740 7,30 720 710 700 690 680 670 660 17 18 19 I 16 I I ----__ t- ----- --- i t I I I I I --2. ---- CLASI /-+---- 1 ,,-- FINAL GRADE j4" BACKFfLL AUXILIARY BLOG. 1 I 1 750 74.0 730 7220 710 700 690 680 670 660 . POTENTIAL SETTLEMENT BASED (E) POTENTIAL SETTLEMENT BASED ON 1.5%
{{#Wiki_filter:.
* CRITERIA (INCHES) ON 6 '/a
POTENTIAL SETTLEMENT BASED 750 16  17       18         19 I
* CRITERIA (INCHES) 3- DESIGN WATER TABLE I WATER fAi3lE 124HR) MH SOIL CLASS~FI~AT~O~ 13 aLow COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE: 1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by A~~nd~ent 50 F- I WATTS BAR NUCLEAR PLANT FINAL SAFETY CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF2 FIGURE 2.5- 576 F- F}}
I 750 (E)         ON 1.5% CRITERIA (INCHES)
POTENTIAL SETTLEMENT BASED ON 6 a/' CRITERIA (INCHES) 3- DESIGN WATER TABLE
              ----- t--- ----__
I t-  i                                                                                        74.0        I WATER fAi3lE 124HR)
I
                                  --2.    ---- 740                                                                                                              MH SOIL C L A S S ~ F I ~ A T ~ O ~
II                                                                            AUXILIARY BLOG.              13 aLow COUNT I
1 ,,--
FINAL GRADE 730 POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) 7,30                                                                                                          -WS WEATHERED SHALE NOTE:
7220  1 . LIQUEFACTION BASED ON TOP OF 720                                                                                                              GROUND ACCELERATION OF 0.49 AND SEED IDRISS (1971)
CORRELATION FOR SANDS.
710 710 CLASI j4" BACKFfLL
                                        /-+--
700 700 690 690 Added by A ~ ~ n d ~ 50e n t 680 680 I                                                                                                    F-WATTS BAR NUCLEAR PLANT I
FINAL SAFETY 670 670 CATEGORY I ELECTRICAL     CONDUITS SECTION F-F SHEET 2 OF2 FIGURE 2.5- 5 7 6 660 1  I          1 660 F- F}}

Latest revision as of 17:04, 6 February 2020

Final Safety Analysis Report, Amendment 108, Figure 2.5-576, Category I Electrical Conduits Section F-F. Sheet 2 of 2
ML12083A259
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/05/2012
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML12083A259 (1)
v • d • e


Text

.

POTENTIAL SETTLEMENT BASED 750 16 17 18 19 I

I 750 (E) ON 1.5% CRITERIA (INCHES)

POTENTIAL SETTLEMENT BASED ON 6 a/' CRITERIA (INCHES) 3- DESIGN WATER TABLE

t--- ----__

I t- i 74.0 I WATER fAi3lE 124HR)

I

--2. ---- 740 MH SOIL C L A S S ~ F I ~ A T ~ O ~

II AUXILIARY BLOG. 13 aLow COUNT I

1 ,,--

FINAL GRADE 730 POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) 7,30 -WS WEATHERED SHALE NOTE:

7220 1 . LIQUEFACTION BASED ON TOP OF 720 GROUND ACCELERATION OF 0.49 AND SEED IDRISS (1971)

CORRELATION FOR SANDS.

710 710 CLASI j4" BACKFfLL

/-+--

700 700 690 690 Added by A ~ ~ n d ~ 50e n t 680 680 I F-WATTS BAR NUCLEAR PLANT I

FINAL SAFETY 670 670 CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF2 FIGURE 2.5- 5 7 6 660 1 I 1 660 F- F

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