ML12083A222

From kanterella
Revision as of 00:51, 30 January 2019 by StriderTol (talk | contribs) (Created page by program invented by StriderTol)
Jump to navigation Jump to search
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)


Text

....... .............................

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

.........

.., .........

...... - .... __. .. .- .. ....... . .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