Text

Final Safety Analysis Report, Amendment 96, Figure 2.5-573, ERCW Pipeline Section C-C
	ML093620267
Person / Time
Site:	Watts Bar
Issue date:	12/14/2009
From:	; Tennessee Valley Authority
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML093620267 (1)
	v • d • e

750

-k./

730 I

720 7 IO 700 690 680 670 6 60 0

I 2

3 4

5 6

-DISCHA%

I i: '

e-c i G ; ~

G-SP-SM 750 740 730 720 710 700 690 680 670 660 POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES)

(E) POTENTIAL SETTLEMENT BASED ON 6% E:

CRITERIA (INCHES)

DESIGN WATER TABLE X WATER TABLE (24HR)

MH SOIL CLASSIFICATION I3 8 U W COUNT

~

POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)

-WS WEATHERED SHALE NOTE:

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

AND SEED-IRRISS (1971)

Added by Amendment 50 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2.5-573

ML093620267