ML11221A365

Amendment 102 to Final Safety Analysis Report (Fsar), Figure 2.5-573, ERCW Pipeline Section C-C

ML11221A365
Person / Time
Site:	Watts Bar
Issue date:	12/17/2010
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML11221A365 (1)

Text

POTENTtAL SETTLEMENT BASED ON 1.5% E CRITERIA { INCHES) 750 0 I 2 3 4 5 6 750 (E) POTENTIAL SETTLEMENT BASED ON 6% E: CRITERIA (INCHES)

ERCW DESIGN WATER TABLE 740 i: '

-DISCHA% .-- I X WATER TABLE (24HR)

MH SOIL CLASSIFICATION

-k./

I3 8 U W COUNT

~ POTENTIALLY LIQUEFIABLE SOIL 730 730 (SEE NOTE)

-WS WEATHERED SHALE I NOTE:

I , LIQUEFACTION BASED ON TOP OF 720 720 GROUND ACCELERATION OF 0 . 4 - g AND SEED-IRRISS (1971)

CORRELATION FOR SANDS.

7 IO iG;~

G- SP- SM 710 700 700 690 690 Added by Amendment 50 680 680

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WATTS BAR NUCLEAR PLANT FINAL SAFETY 670 670 ANALYSlS REPORT ERGW PIPELINE SECTION G-G FIGURE 2 . 5 - 5 7 3 6 60 660 e- c