ML14161A082
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| ML14161A082 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar |
| Issue date: | 05/30/2014 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML14160A901 | List:
|
| References | |
| Download: ML14161A082 (1) | |
Text
750
-k./
730 I
720 7 IO 700 690 680 670 6 60 0
I 2
3 4
5 6
-DISCHA%
I i: '
e-c i G ; ~
G-SP-SM 750 740 730 720 710 700 690 680 670 660 POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES)
(E) POTENTIAL SETTLEMENT BASED ON 6% E:
CRITERIA (INCHES)
DESIGN WATER TABLE X WATER TABLE (24HR)
MH SOIL CLASSIFICATION I3 8 U W COUNT
~
POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE)
-WS WEATHERED SHALE NOTE:
I, LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4-g CORRELATION FOR SANDS.
AND SEED-IRRISS (1971)
Added by Amendment 50 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2.5-573