ML15279A324: Difference between revisions

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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 2.5-596]]
| number = ML15279A324
| 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 2.5-596
| 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:DENSlfY TEST 1246 TEST NUMBER (/U/.6%) % MAKIMUM DRY DENSITY ASTM WATER TABLE POSTULATED FAILURE PLANE AT /NTERFACE 8E7WEEN TYPE A EARTHFif L (95% MAXIMUM DRY DENSITY) ANQ TYE A/ EARTHFILL (100 % MAXIMUM DRY DEflS1 N) - PQS TULATED FA If #RE Pi AN& - ASSUMEZ, INTERFACE I I i ADDED BY AMENDMENT 59 1}}

Revision as of 04:02, 13 July 2018