ML11221A358: Difference between revisions
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| number = ML11221A358 | | number = ML11221A358 | ||
| issue date = 12/17/2010 | | issue date = 12/17/2010 | ||
| title = | | title = Amendment 102 to Final Safety Analysis Report (Fsar), Figure 2.5-576, 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 05:37, 30 January 2019
| ML11221A358 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/17/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML11221A358 (1) | |
Text
750 740 7,30 720 710 700 690 680 670 660 17 18 19 I 16 I I ----__ t- ----- --- i t I I I I I --2. ---- CLASI /-+---- 1 ,,-- FINAL GRADE j4" BACKFfLL AUXILIARY BLOG. 1 I 1 750 74.0 730 7220 710 700 690 680 670 660 . POTENTIAL SETTLEMENT BASED (E) POTENTIAL SETTLEMENT BASED ON 1.5%
- CRITERIA (INCHES) ON 6 '/a
- CRITERIA (INCHES) 3- DESIGN WATER TABLE I WATER fAi3lE 124HR) MH SOIL CLASS~FI~AT~O~ 13 aLow COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE: 1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by A~~nd~ent 50 F- I WATTS BAR NUCLEAR PLANT FINAL SAFETY CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF2 FIGURE 2.5- 576 F- F