ML093370513: Difference between revisions
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| number = ML093370513 | | number = ML093370513 | ||
| issue date = 11/24/2009 | | issue date = 11/24/2009 | ||
| title = | | title = Final Safety Analysis Report, Amendment 95, Figure 2.5-550, ERCW Pipeline Section B-B | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
Revision as of 19:03, 30 January 2019
| ML093370513 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 11/24/2009 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML093370513 (1) | |
Text
...................... ...... . -- ...... -. . ........... ------ _. ....... . - .... ... - ~. ........ .... .. 750 Y40 730 720 710 i I ir 690 J 680 670 660 3 4 5 I 2 0 1 i I r FINAL GRADE ..... 1 I I 1 .SL DESIGN WATER TABLE 'I WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POT E NT 1 AL LY LI QUE FI A B L E s Q I I, (SEE NOTE) -WS WEATHERED SHALE NOTE: LtQUEFACT.ION BASED ON TOP OF GROUND ACCELERATION OF 0.22g AND SEED- IDRl SS (1981 1 COR RELATION FOR SANDS. 690 680 Added by Amendment BO 670 FINAL SAFETY ANALYSE REPORT ERCW PIPELINE FIGURE 2.5-550 SECTION B-8 660 t 8- B