ML103200675

Amendment 101 to Final Safety Analysis Report (Fsar), Figure 2.5-579, Miscellaneous ERCW Piping and IE Conduit Soil Borings

ML103200675
Person / Time
Site:	Watts Bar
Issue date:	10/29/2010
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML103200675 (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

-- CL ML 1-L W MW 29 r,,

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

ML

~~

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