ML11221A358
| 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
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POTENTIAL SETTLEMENT BASED 750 16 17 18 19 I
I 750 (E) ON 1.5% CRITERIA (INCHES)
POTENTIAL SETTLEMENT BASED ON 6 a/' CRITERIA (INCHES) 3- DESIGN WATER TABLE
t--- ----__
I t- i 74.0 I WATER fAi3lE 124HR)
I
--2. ---- 740 MH SOIL C L A S S ~ F I ~ A T ~ O ~
II AUXILIARY BLOG. 13 aLow COUNT I
1 ,,--
FINAL GRADE 730 POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) 7,30 -WS WEATHERED SHALE NOTE:
7220 1 . LIQUEFACTION BASED ON TOP OF 720 GROUND ACCELERATION OF 0.49 AND SEED IDRISS (1971)
CORRELATION FOR SANDS.
710 710 CLASI j4" BACKFfLL
/-+--
700 700 690 690 Added by A ~ ~ n d ~ 50e n t 680 680 I F-WATTS BAR NUCLEAR PLANT I
FINAL SAFETY 670 670 CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF2 FIGURE 2.5- 5 7 6 660 1 I 1 660 F- F