ML110871643: Difference between revisions

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{{#Wiki_filter:...................... ...... . -- ...... -. . ........... ------ _. ....... . - .... ... - ~. ........ .... .. 750 Y40 730 720 710 i I ir 690 J 680 670 660 3 4 5 I 2 0 1 i I r FINAL GRADE ..... 1 I I 1 .SL DESIGN WATER TABLE 'I WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POT E NT 1 AL LY LI QUE FI A B L E s Q I I, (SEE NOTE) -WS WEATHERED SHALE NOTE: LtQUEFACT.ION BASED ON TOP OF GROUND ACCELERATION OF 0.22g AND SEED- IDRl SS (1981 1 COR RELATION FOR SANDS. 690 680 Added by Amendment BO 670 FINAL SAFETY ANALYSE REPORT ERCW PIPELINE FIGURE 2.5-550 SECTION B-8 660 t 8- B}}
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I                               2 3           4                           5 0
750                                                                                                        1 i
I                         r FINAL GRADE
                                                                                                                                                                          .SL DESIGN WATER TABLE
                                                                                                                                                                          'IWATER TABLE (24HR)
Y40                                                                                                                                                                MH SOIL CLASSIFICATION 13 BLOW COUNT POT E NT 1 AL LY LIQ U E FI A B L E s Q I I, (SEE NOTE) 730                                                                                                                                                            -WS   WEATHERED SHALE 720 NOTE: LtQUEFACT.ION BASED ON T O P OF GROUND A C C E L E R A T I O N O F 0.22g AND SEED- I D R l SS (1981 1C O R RELATION 710                                                                                                                                                                  FOR S A N D S .
i I
i r 690 690                         .....
680         Added by Amendment BO J
680 FINAL SAFETY 670            ANALYSE REPORT 670                                                                                                                                                                      ERCW PIPELINE SECTION B-8 FIGURE 2 . 5 - 5 5 0 660 t 1
1 I                        I 660 8-         B}}

Revision as of 02:37, 13 November 2019

Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Figure 2.5-550
ML110871643
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/15/2011
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML110871643 (1)
v • d • e


Text

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........... ...................... ...... . -- ...... -. . ------

~.

. -. . . . _.. . . . . . .

I 2 3 4 5 0

750 1 i

I r FINAL GRADE

.SL DESIGN WATER TABLE

'IWATER TABLE (24HR)

Y40 MH SOIL CLASSIFICATION 13 BLOW COUNT POT E NT 1 AL LY LIQ U E FI A B L E s Q I I, (SEE NOTE) 730 -WS WEATHERED SHALE 720 NOTE: LtQUEFACT.ION BASED ON T O P OF GROUND A C C E L E R A T I O N O F 0.22g AND SEED- I D R l SS (1981 1C O R RELATION 710 FOR S A N D S .

i I

i r 690 690 .....

680 Added by Amendment BO J

680 FINAL SAFETY 670 ANALYSE REPORT 670 ERCW PIPELINE SECTION B-8 FIGURE 2 . 5 - 5 5 0 660 t 1

1 I I 660 8- B

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