ML15279A327: Difference between revisions

Revision as of 04:01, 13 July 2018

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-{{Adams
+#REDIRECT [[NL-15-183, Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-603]]
-| number = ML15279A327
-| issue date = 09/11/2015
-| title = Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-603
-| author name =
-| author affiliation = Tennessee Valley Authority
-| addressee name =
-| addressee affiliation = NRC/NRR
-| docket = 05000391
-| license number = CPPR-0092
-| contact person =
-| case reference number = CNL-15-183
-| package number = ML15279A332
-| document type = Final Safety Analysis Report (FSAR)
-| page count = 1
-}}
-=Text=
-{{#Wiki_filter:ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR % RELA f/VE DENS/TY ASTM DZ049 V WATER 7ABf E @POTENTIAL FAILURE PLANE MATER/AL INTERFACES - 075 CRUSWED STONE AND fOO% +MAX F/iL - - - 1075 AND 10.32 CWSNED STONE 1.32 CRUSHED STONE ---/~X~%@M~X 95%GMAX F/LL AND
-* ASSUMED INTERFACE ADDED BY AMENDMENT 68 ENSfTY TEST 2023 TEST NUMBFR 0055%) % MAX/MUM DRY DENSITY AS7-M 06% OR % RELA f/VE DENS/TY ASTM DZ049 V WATER 7ABf E @POTENTIAL FAILURE PLANE MATER/AL INTERFACES - 075 CRUSWED STONE AND fOO% +MAX F/iL - - - 1075 AND 10.32 CWSNED STONE 1.32 CRUSHED STONE ---/~X~%@M~X 95%GMAX F/LL AND
-* ASSUMED INTERFACE ADDED BY AMENDMENT 68}}