ML15279A312: Difference between revisions

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#REDIRECT [[NL-15-183, Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-572]]
{{Adams
| number = ML15279A312
| issue date = 09/11/2015
| title = Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-572
| 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:. 750 740 '730 720 710 700 690 680 670 660 O I 2 3 5 950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED (%) POTENTIAL SETTLEMENT BASED ON I, 5 'A
* CRITERIA (INCHES) ON 6% E CRITERIA (INCHES) JL DESIGN WATER TABLE WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE.: If LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B- 8 
. 750 740 '730 720 710 700 690 680 670 660 O I 2 3 5 950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED (%) POTENTIAL SETTLEMENT BASED ON I, 5 'A
* CRITERIA (INCHES) ON 6% E CRITERIA (INCHES) JL DESIGN WATER TABLE WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE.: If LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B- 8}}

Latest revision as of 02:00, 17 March 2019

Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-572
ML15279A312
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 09/11/2015
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML15279A332 List: ... further results
References
CNL-15-183
Download: ML15279A312 (1)
v • d • e


Text

. 750 740 '730 720 710 700 690 680 670 660 O I 2 3 5 950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED (%) POTENTIAL SETTLEMENT BASED ON I, 5 'A

  • CRITERIA (INCHES) ON 6% E CRITERIA (INCHES) JL DESIGN WATER TABLE WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE.: If LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B- 8

. 750 740 '730 720 710 700 690 680 670 660 O I 2 3 5 950 740 730 720 710 700 690 680 670 660 POTENTIAL SETTLEMENT BASED (%) POTENTIAL SETTLEMENT BASED ON I, 5 'A

  • CRITERIA (INCHES) ON 6% E CRITERIA (INCHES) JL DESIGN WATER TABLE WATER TABLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE) -WS WEATHERED SHALE NOTE.: If LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.4g CORRELATION FOR SANDS. AND SEED - IDRISS (1971) Added by Amendment 50 FINAL SAFETY ERCW PlPELlNf FIGURE SEGTIDN 2.5 B-B - 572 B- 8
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