ML12083A262

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Final Safety Analysis Report, Amendment 108, Figure 2.5-579, Miscellaneous ERCW Piping and IE Conduit Soil Borings
ML12083A262
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/05/2012
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML12083A262 (1)


Text

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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:

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.. , 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

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c-50

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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