ML101370587

Watts Bar, Unit 2 - Amendment 98 to Final Safety Analysis Report, Figure 2.5-572, ERCW Pipeline, Section B-B

ML101370587
Person / Time
Site:	Watts Bar
Issue date:	05/07/2010
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML101370587 (1)

Text

. 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.: If 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