ML11178A197

Watts Bar, Unit 2 - 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
Issue date:	06/03/2011
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML11178A197 (1)

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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