ML11221A358: Difference between revisions

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

Latest revision as of 04:52, 13 January 2025

Amendment 102 to Final Safety Analysis Report (Fsar), Figure 2.5-576, Category I Electrical Conduits, Section F-F, Sheet 2 of 2
ML11221A358
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 12/17/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11221A358 (1)
v • d • e


Text

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%

CRITERIA (INCHES)

ON 6 '/a CRITERIA (INCHES) 3-DESIGN WATER TABLE I

WATER fAi3lE 124HR)

MH SOIL C L A S S ~ F I ~ A T ~ 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 ~ ~ n d ~ e n t 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

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