ML12244A123

Unit 2 - Final Safety Analysis Report (Fsar), Amendment 109 - ERCW Pipeline, Section A-A, Figure 2.5-549, Sheet 4 of 4

ML12244A123
Person / Time
Site:	Watts Bar
Issue date:	08/23/2012
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML12244A123 (1)

Text

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

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

\

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