ML12083A233

Final Safety Analysis Report, Amendment 108, Figure 2.5-571, ERCW Pipeline Section A-A. Sheet 4 of 4

ML12083A233
Person / Time
Site:	Watts Bar
Issue date:	03/05/2012
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML12083A233 (1)

Text

50 51 '52 53 54 57 POTENTIAL SETTLEMENT BASED 750 (E) 750 7 ON I . 5 O/t CRITERIA (INCHES)

POTENTIAL ON 6 % 6 SETTLEMENT BASED CRITERIA (INCHES) -

DESIGN WATER TABLE 740 740 1

-!E WATER TABLE (24.HR)

MH SOIL CLASSIFICATION I3 BLOW COUNT 730

-1 730 POTENTI ALLY L IQUEFIA BLE SO IL (SEE NOTE)

/CCLASS "A" BACK ILL

-WS WEATHER1ED SHALE i

720 AUX BLOG NOTE:

PIPE TUNNEL- 720 I . LtQ~EFACT~ONBASED ON TOP OF GROUND

-- UNIT i ACCEtlERATlON OF 0.49 AND SEED IDRtSS -

(1971) CORRELATION FOR SANDS.

710 - 710 700 - 700 690 690 1

680 680 Added by Amendment 50 670 670 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYStS REPORT ERCW PIPELINE 1

SECTION A-A SREET 4 OF 4 FIGURE 2.5-571 660 I I 1 I I I 1 660 A-A

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