ML093370514: Difference between revisions

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WATTS BAR NUCLEAR PLANT ANALYSIS FINAL SAFETYREPORT 670 670 I
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-WS WEATHERED S H A L E NOTE: L1 QUEFACTION BASED ON TOP OFGROUND A C C E L E R A T I O N OF 0.22g AND S E E D - l D R I S S ( 1 9 8 t ~ CORRELATI0N FOR SANDS, Added by Amendment 50 r
WATTS BAR NUCLEAR PLANT ANALYSIS FINAL SAFETY REPORT ERCW PIPELINE SECTION CE FIGURE 2.5-5 5 I I
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Latest revision as of 07:57, 14 January 2025

Final Safety Analysis Report, Amendment 95, Figure 2.5-551, ERCW Pipeline Section C-C
ML093370514
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 11/24/2009
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML093370514 (1)


Text

750 740 73G 720 710 700 690 6 80 670 I

I I

6 60 L I

~~....

...__.______..________-I-........

I ERCW 750 740 730 720 710 700 690 680 670 660 st DESIGN WATER TABLE Z WATER TABLE (24HR)

MH SOIL CLASStFlCATCON 13 EIWW COUNT a SOIL ( SEE NOTE)

POTENTIALLY LIQUEF I A 8L.E

-WS WEATHERED S H A L E NOTE: L1 QUEFACTION BASED ON TOP OFGROUND A C C E L E R A T I O N OF 0.22g AND S E E D - l D R I S S ( 1 9 8 t ~ CORRELATI0N FOR SANDS, Added by Amendment 50 r

WATTS BAR NUCLEAR PLANT ANALYSIS FINAL SAFETY REPORT ERCW PIPELINE SECTION CE FIGURE 2.5-5 5 I I

I e-c