ML110871653

Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-572

ML110871653
Person / Time
Site:	Watts Bar
Issue date:	03/15/2011
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML110871653 (1)

Text

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O I 2 3 5 POTENTIAL SETTLEMENT BASED 750 950 ON I, 5 'A CRITERIA (INCHES)

(%) POTENTIAL ON 6 % E SETTLEMENT BASED CRITERIA (INCHES)

JL DESIGN WATER TABLE 740 740 WATER TABLE (24HR)

MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)

~

'730 730

-WS WEATHERED SHALE 720 720 NOTE.:

I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g AND SEED - IDRISS (1971)

CORRELATION FOR SANDS.

710 710 700 700 690 690 Added by Amendment 50 680 680 FINAL SAFETY 670 670 ERCW PlPELlNf FIGURE 2.5 SEGTIDN - 572 B-B 660 660 B- 8