ML15279A299: 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 2.5-549. Sheet 3 of 4]]
| number = ML15279A299
| 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 2.5-549. Sheet 3 of 4
| 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:I T -?a - - - 740 730 -720 -7n -700 -690 -e 870 -880 Q DESIGN WATER TABLE -L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE SOIL(SEE NOTE) -WS WEATH ERE 0 SHALE N0TE:LIQUEFACTlON BASED ON TOP 1 OF GROUND ACCELERATION OF I 0.220 AND SEEO-IDRISS(l981I CORRELATION FOR SANDS. Addod by Amendment 50 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON FlEURE A4 SHEET 2.5 -549 3 OF I A-A I T -?a - - - 740 730 -720 -7n -700 -690 -e 870 -880 Q DESIGN WATER TABLE -L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE SOIL(SEE NOTE) -WS WEATH ERE 0 SHALE N0TE:LIQUEFACTlON BASED ON TOP 1 OF GROUND ACCELERATION OF I 0.220 AND SEEO-IDRISS(l981I CORRELATION FOR SANDS. Addod by Amendment 50 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON FlEURE A4 SHEET 2.5 -549 3 OF I A-A}}

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