ML11221A384: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
(Created page by program invented by StriderTol)
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter:ill. . i II;..'. DENSITY TEST TEST PIIMRFR D6SB. WATER TABLE POS TUL A TED FAILURE PL A NE AT I INTERFACE BETWEEN TYPE A DENSITY) AND TYPE A/ EARTHFILL (lOOX MAXIMUM DRY DENSIT )I) - A SSUMED iff TERFA CE ADDED BY AMENDMENT 59}}
{{#Wiki_filter:i l l .     . i DENSITY TEST I I ; . . ' .
TEST PIIMRFR I
D6SB.
WATER TABLE POS TULA TED FAILURE PL A NE AT INTERFACE BETWEEN TYPE A DENSITY) AND TYPE A/ EARTHFILL (lOOX MAXIMUM DRY DENSIT )I)
                  - A SSUMED iff TERFACE ADDED BY AMENDMENT 5 9}}

Revision as of 16:19, 12 November 2019

Amendment 102 to Final Safety Analysis Report (Fsar), Figure 2.5-594, Underground Barrier Trench a, STA 1 + 78
ML11221A384
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 12/17/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML11221A384 (1)


Text

i l l . . i DENSITY TEST I I ; . . ' .

TEST PIIMRFR I

D6SB.

WATER TABLE POS TULA TED FAILURE PL A NE AT INTERFACE BETWEEN TYPE A DENSITY) AND TYPE A/ EARTHFILL (lOOX MAXIMUM DRY DENSIT )I)

- A SSUMED iff TERFACE ADDED BY AMENDMENT 5 9