ML14161A087
| ML14161A087 | |
| 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: ML14161A087 (1) | |
Text
1
-__--_I_.
..... __. ^.....
750 I
1 750 740 730 720 7 10 700 690 680 6 70 6 60 I
E DESIGN WATER TABLE Y!.
WATER TABLE (24 HR)
MI4 SOIL CLASSIFICATION 13 BLOW COUNT
~
POTENTIALLY L1QOEFIABLE
-WS WEATHERED SHALE:
SOIL (SE NOTE) 740 S 5-2 5 734.6 730 I'
I ss-53 ss -55 SS'54 727.0 727. 0 S S - 6 0 7 2 6, I
?-
I:
727 ie 14
l5 I
27 I
18 ML 13
..ML I8 I f I8 13 i CL 16 I
l3 L 15 i_
NOTE:
1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 AND SEED-IDRISS (1971) CORRELATION FOR SANDS.
C L 12 17 27 13 j
15 1
16 21 23 ML 17 Q
~~
20
~
19 23 7 IC I251 cL I
24 20 23 -I-F I 9
, 2 1 +;>.
20
= I 3 t-WS 20 34 34 15
- sc
- 61
. 7
- 61 7
50 t SM SC 700 I
v S 5-62 697.7 B
T 50 3.
18 22 50f 50 3.
50 f 69C:
frL sc 3
ws E414 SM I3 50 4-50 32 50 +--
50 4-50+
G-SC CL GM 50 +
c-504 504 50 50 t-.
501 SMSC 6-SM 6 80 17 1
Added by Amendment 50 50 1 50.
50 50 4 SC 50 670 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS ERCW PIPING AN SOIL 0 I CONDU BORINGS I T FIGURE 2.5-579 660