ML11221A361
| ML11221A361 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/17/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML11221A361 (1) | |
Text
,. .. ^.
-__--_I_. -. .. . - ... . .- .... .. ..... .. . .. . __. ... . .
1 750 750 I 1 I
E DESIGN WATER TABLE 740 740 S 5-2 5 Y!. WATER TABLE (24 HR) 734.6 MI4 SOIL CLASSIFICATION 13 BLOW COUNT 730 I' 730 POTENTIALLY L1QOEFIABLE I
ss- 53 SS'54
~
ss -55 SOIL (SE NOTE) 727.0 r,,
727 727. 0 SS-60 I: 726, I I -WS WEATHERED SHALE:
?-
.. , ie 27 -- CL i
MW 29 l5 14 13 I8 I CL 18 -- M L ML 13 ..ML I8 , If 1- L W 720 NOTE:
L I 1 . LIQUEFACTION BASED ON l3 15 16
'
i_
12 13 j 16 21 TOP OF GROUND ACCELERATION CL 17 15 Q 23 OF 0.49 AND SEED-IDRISS 1 ML 27 ML 17 (1971) CORRELATION FOR 7 IC ~~ 20 ~ 1 23 9 7 10 SANDS.
- sc 34
-I-I I251 cL 24
- 61
>.+t; -
34 23 20 15 . 7
'.7 20 I v F, I2 9 1
700 =I3
,
WS 20 S 5-62 700 697.7 B 50 3. T 18 22 50f sc frL 690 3
69C:
E414 -. SM 50 3. ws 50 f 50 4- 50 50t I3 GM G-SC 50 +-- 32 SM 50 4- 50+ 6-SM CL SC 6 80 50 + 504 17 1 680 Added by Amendment 50
'
c-50
'-'
SMSC 504 50 t-. 501 50 1 SC 50 50 .
50 WATTS BAR NUCLEAR P L A N T 670 F I N A L SAFETY 6 70 50 4 ANALYSIS REPORT M I S C E L L A N E O U S ERCW P I P I N G ANSOIL 0 I CONDUBORINGS IT 660 660 FIGURE 2.5-579