ML100192018

Final Safety Analysis Report, Amendment 97, Figure 2.5-571, ERCW Pipeline Section A-A Sheet 4 of 4

ML100192018
Person / Time
Site:	Watts Bar
Issue date:	01/11/2010
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML100192018 (1)

Text

750 740 730 720 710 700 690 680 670 660 50 51

'52 53 54 57 I

I 1

I I

I 1

A-A

-1

/CCLASS "A" BACK AUX BLOG PIPE TUNNEL-UNIT i ILL 7 750 1 740 730 i 720 710 700 690 1

680 670 660 POTENTIAL SETTLEMENT BASED ON I. 5 O/t CRITERIA (INCHES)

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

DESIGN WATER TABLE

-!E WATER TABLE (24.

HR)

MH SOIL CLASSIFICATION I3 BLOW COUNT POTENT I ALLY L I QUEF IA BLE SO I L (SEE NOTE)

-WS WEATHER1ED SHALE NOTE:

I. LtQ~EFACT~ON BASED ON TOP OF GROUND ACCEtlERATlON OF 0.49 AND SEED - IDRtSS (1971) CORRELATION FOR SANDS.

Added by Amendment 50 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYStS REPORT 1 ERCW PIPELINE SECTION A-A SREET 4 OF 4 FIGURE 2.5-571

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