ML093620198: Difference between revisions
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| number = ML093620198 | | number = ML093620198 | ||
| issue date = 12/14/2009 | | issue date = 12/14/2009 | ||
| title = | | title = Final Safety Analysis Report, Amendment 96, Figure 2.5-554, Category I Electrical Conduits Section F-F, Sheet 2 of 2 | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
Revision as of 18:36, 30 January 2019
| 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) | |
Text
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