ML12083A259: Difference between revisions

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{{#Wiki_filter:750 740 7,30 720 710 700 690 680 670 660 17 18 19 I 16 I I ----__ t- ----- --- i t I I I I I --2. ---- CLASI /-+---- 1 ,,-- FINAL GRADE j4" BACKFfLL AUXILIARY BLOG. 1 I 1 750 74.0 730 7220 710 700 690 680 670 660 . POTENTIAL SETTLEMENT BASED (E) POTENTIAL SETTLEMENT BASED ON 1.5%
* CRITERIA (INCHES) ON 6 '/a
* CRITERIA (INCHES) 3- DESIGN WATER TABLE I WATER fAi3lE 124HR) MH SOIL CLASS~FI~AT~O~ 13 aLow COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE: 1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by A~~nd~ent 50 F- I WATTS BAR NUCLEAR PLANT FINAL SAFETY CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF2 FIGURE 2.5- 576 F- F}}

Revision as of 23:11, 29 July 2018

Watts Bar Unit 2 - Final Safety Analysis Report, Amendment 108, Figure 2.5-576, Category I Electrical Conduits Section F-F. Sheet 2 of 2
ML12083A259
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: ML12083A259 (1)
v • d • e


Text

750 740 7,30 720 710 700 690 680 670 660 17 18 19 I 16 I I ----__ t- ----- --- i t I I I I I --2. ---- CLASI /-+---- 1 ,,-- FINAL GRADE j4" BACKFfLL AUXILIARY BLOG. 1 I 1 750 74.0 730 7220 710 700 690 680 670 660 . POTENTIAL SETTLEMENT BASED (E) POTENTIAL SETTLEMENT BASED ON 1.5%

  • CRITERIA (INCHES) ON 6 '/a
  • CRITERIA (INCHES) 3- DESIGN WATER TABLE I WATER fAi3lE 124HR) MH SOIL CLASS~FI~AT~O~ 13 aLow COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE: 1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by A~~nd~ent 50 F- I WATTS BAR NUCLEAR PLANT FINAL SAFETY CATEGORY I ELECTRICAL CONDUITS SECTION F-F SHEET 2 OF2 FIGURE 2.5- 576 F- F
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