ML12170A963

Final Safety Analysis Report, Amendment 106, Figure 2.5-576, Category I Electrical Conduits Section F-F. Sheet 2 of 2

ML12170A963
Person / Time
Site:	Watts Bar
Issue date:	09/15/2011
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML12170A963 (1)

Text

750 740 7,30 720 710 700 690 680 670 660 17 18 19 I

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FINAL GRADE j4" BACKFfLL AUXILIARY BLOG.

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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