ML093620269

Final Safety Analysis Report, Amendment 96, Figure 2.5-576, Category I Electrical Conduits, Section F-F, Sheet 2 of 2

ML093620269
Person / Time
Site:	Watts Bar
Issue date:	12/14/2009
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML093620269 (1)

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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

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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