ML103190632: Difference between revisions

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{{#Wiki_filter:DENS/TY TES T 2'057 TEST NUMBER (/03.@%) EHS/TY % MAX/MUM ASW D696 DRY Of? % WATER TABLE PO TENT/AL. FAIL URE PLANE -- 1075 CROSHEB STONE AND 100 %PD&~Ax HLL ---- 1075 AND 1032 CRUSHED SmNE - 10 32 CRUSHED STONE AND ,I00 %PDMAX FILL 1 -/OOPo AND 95%QMAX / t I ADDED BY AMENDMENT 59 ! I}}
{{#Wiki_filter:DENS/TY TEST 2'057 TEST NUMBER EHS/TY
(/03.@%) % MAX/MUM   DRY Of? %
ASW D696 WATER TABLE PO TENT/AL. FAILURE PLANE
--       1075 CROSHEB STONE AND 100 %PD&~Ax H L L
----     1075 AND 1032
        -  CRUSHED S m N E 10 32 CRUSHED STONE AND ,I00%PDMAXFILL        1
        -/OOPo AND 95%QMAX         /
t I
ADDED BY AMENDMENT 5 9 I}}

Latest revision as of 12:11, 11 March 2020

Amendment 101 to Final Safety Analysis Report (Fsar), Figure 2.5-604, Underground Barrier Trench B STA 3 + 00
ML103190632
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 10/29/2010
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
References
Download: ML103190632 (1)
v • d • e


Text

DENS/TY TEST 2'057 TEST NUMBER EHS/TY

(/03.@%)  % MAX/MUM DRY Of? %

ASW D696 WATER TABLE PO TENT/AL. FAILURE PLANE

-- 1075 CROSHEB STONE AND 100 %PD&~Ax H L L

1075 AND 1032

- CRUSHED S m N E 10 32 CRUSHED STONE AND ,I00%PDMAXFILL 1

-/OOPo AND 95%QMAX /

t I

ADDED BY AMENDMENT 5 9 I

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