ML12170A924: Difference between revisions
Jump to navigation
Jump to search
StriderTol (talk | contribs) Created page by program invented by StriderTol |
StriderTol (talk | contribs) Created page by program invented by StriderTol |
||
| Line 2: | Line 2: | ||
| number = ML12170A924 | | number = ML12170A924 | ||
| issue date = 09/15/2011 | | issue date = 09/15/2011 | ||
| title = | | title = Final Safety Analysis Report, Amendment 106, Figure 2.5-281, Category I, Conduit Banks Section F-F Sheet 1 of 2. Sheet 2 | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
Revision as of 21:48, 29 January 2019
| ML12170A924 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 09/15/2011 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML12170A924 (1) | |
Text
7 ._ '750 740 730 720 7-10 700 690 680 670 660 - F- F 750 740 730 -~ 700 -1 690 680 I 670 1 660 %ATEFi 1 ABLE i 24tiR) MH SOIL CLASSIFICATION I3 i3LOW COUNT Added by Amendment 49 NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT CONDUIT CATEGORY BANKS I SHEET 7 OF 2 SECTION F-F FIGURE 2.5-281 SHT 2 I I