ML11178A197: Difference between revisions

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| number = ML11178A197
| number = ML11178A197
| issue date = 06/03/2011
| issue date = 06/03/2011
| title = Watts Bar, Unit 2 - Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-549, ERCW Pipeline, Section A-A. Sheet 4 of 4
| title = Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-549, ERCW Pipeline, Section A-A. Sheet 4 of 4
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
Line 13: Line 13:
| page count = 1
| page count = 1
}}
}}
=Text=
{{#Wiki_filter:.............................  ..... ........    .. ...
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                                                                                                                                                                .... ..... __- . ._......_.I_ . .... __. .. .- .. ....... . .
x ....... .-
50                          51                52                53                                    54        55        56                57                                  58                    59 Y F l N A L GRADE DESIGN W A T E R T A B L E 2 t WATER TABLE ( 2 4 HR)
MH SOIL CLASSIFICATION 13    SLOW COUNT P O T E N T I A l L Y LiQUEFIAEllE CLASS "A"                      SOIL(SEE NOTE)
I            I BACKFILL
                                                                                                                                                                                                                                                                    -WS    W E A T H E R E D SHALE N O T E : LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.229 A N D SEED- I D R I S S ( I981 1 C O R R E L A T I O N FOR S A N D S .
2' t9 t Added by Amendment 5 0
,I                                                                                                                                                                                                                                                              680 WATTS BAR NUCLEAR PLANT FINAL SAFETY 670              ANALYSIS REPORT ERGW PIPELINE FIGURE SECTION      2.5-549 A-A SHEET 4 OF 4 L                  I                                    1                                        660 A-A}}

Latest revision as of 18:10, 12 November 2019

Final Safety Analysis Report (Fsar), Amendment 104, Figure 2.5-549, ERCW Pipeline, Section A-A. Sheet 4 of 4
ML11178A197
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 06/03/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11178A197 (1)
v • d • e


Text

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- ...... ...... ..... -_ . ~ ............ ......... .., ......... ...... .......

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.... ..... __- . ._......_.I_ . .... __. .. .- .. ....... . .

x ....... .-

50 51 52 53 54 55 56 57 58 59 Y F l N A L GRADE DESIGN W A T E R T A B L E 2 t WATER TABLE ( 2 4 HR)

MH SOIL CLASSIFICATION 13 SLOW COUNT P O T E N T I A l L Y LiQUEFIAEllE CLASS "A" SOIL(SEE NOTE)

I I BACKFILL

-WS W E A T H E R E D SHALE N O T E : LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.229 A N D SEED- I D R I S S ( I981 1 C O R R E L A T I O N FOR S A N D S .

2' t9 t Added by Amendment 5 0

,I 680 WATTS BAR NUCLEAR PLANT FINAL SAFETY 670 ANALYSIS REPORT ERGW PIPELINE FIGURE SECTION 2.5-549 A-A SHEET 4 OF 4 L I 1 660 A-A

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