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| number = ML12083A222
| number = ML12083A222
| issue date = 03/05/2012
| issue date = 03/05/2012
| title = Watts Bar, Unit 2 - Final Safety Analysis Report, Amendment 108 Figure 2.5-549, ERCW Pipeline Section A-A. Sheet 4
| title = Final Safety Analysis Report, Amendment 108 Figure 2.5-549, ERCW Pipeline Section A-A. Sheet 4
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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...... - .... __. .. .- .. ....... . .x ....... .- .... ..... __- . ._......_.I_ . \ ,I 53 54 55 56 57 58 59 50 51 52 YFlNAL GRADE 2' t9 t L I 1 A-A I I  CLASS "A" BACKFILL 680 670 660 DESIGN WATERTABLE 2t WATER TABLE (24 HR) MH SOIL CLASSIFICATION 13 SLOW COUNT POTENTIAlLY LiQUEFIAEllE SOIL(SEE NOTE) -WS WEATHERED SHALE NOTE: LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.229 AND SEED- IDRISS( I981 1 CORRELATION FOR SANDS. Added by Amendment 50 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT ERGW PIPELINE SECTION FIGURE A-A SHEET 2.5-549 4 OF 4}}
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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 06:24, 12 November 2019

Final Safety Analysis Report, Amendment 108 Figure 2.5-549, ERCW Pipeline Section A-A. Sheet 4
ML12083A222
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 03/05/2012
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML12083A222 (1)
v • d • e


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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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