Text

Final Safety Analysis Report, Amendment 96, Figure 2.5-572, ERCW Pipeline Section B-B
	ML093620210
Person / Time
Site:	Watts Bar
Issue date:	12/14/2009
From:	; Tennessee Valley Authority
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML093620210 (1)
	v • d • e

.

750 740

'730 720 710 700 690 680 670 660 O

I 2

3 5

950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED

(%) POTENTIAL SETTLEMENT BASED ON I, 5 'A CRITERIA (INCHES)

ON 6% E CRITERIA (INCHES)

JL DESIGN WATER TABLE WATER TABLE (24HR)

MH SOIL CLASSIFICATION 13 BLOW COUNT

~

POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)

-WS WEATHERED SHALE NOTE.:

I f LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS.

AND SEED - IDRISS (1971)

Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B-8

ML093620210