Text

Watts Bar, Unit 2, Final Safety Analysis Report, Amendment 96, Figure 2.5-554, Category I Electrical Conduits Section F-F, Sheet 2 of 2
	ML093620198
Person / Time
Site:	Watts Bar
Issue date:	12/14/2009
From:	; Tennessee Valley Authority
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML093620198 (1)
	v • d • e

16 21 22 17 18 19 20 750 t 750 3 740

730 720 Q DESIGN WATERTABLE 3- WATER 1 ABLE { 24HRf MH SOIL CLASS~FICAT~ON 13 BLOW COUNT ~ SOIL(SEE NOTE) POTEN TI ALLY 11 Q U E Fl A B L E: ,WS WEATHERED SHALE ORIGlNAL GRADE I i n 740 FINAL GRADE f I 730 SS-IT'? 728.0 SS- 58 1 m.5 1 7- -- I 1 I? +GM 720 a P I NOTE: LlQUEFACTlON BASED ON TOP OF GROUND ACCELERATION OF0.22g AND SEE- IDRISS (1981) CORRELATION FOR SANDS. 710 I I CLASS I~ .# BACKFILL DISCOIJTLNUED 690 I I Added by Amendment 50 680 670 I 660 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT 670 CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF 2 FfGURlE 2,5-554 660 F- F

ML093620198