Latest revision as of 06:24, 12 November 2019

Text

Final Safety Analysis Report, Amendment 108, Figure 2.5-549, ERCW Pipeline Section A-A. Sheet 3
	ML12083A221
Person / Time
Site:	Watts Bar
Issue date:	03/05/2012
From:	; Tennessee Valley Authority
To:	; Office of Nuclear Reactor Regulation
References
	Download: ML12083A221 (1)
	v • d • e

-?a Q DESIGN WATER TABLE

- 740

-L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE

- 730

-WS SOIL(SEE NOTE)

WEATHERE0 SHALE

-720 1

T N0TE:LIQUEFACTlON BASED ON TOP I

OF GROUND ACCELERATION OF I 0.220 AND SEEO-IDRISS(l981I

- 7 n CORRELATION FOR SANDS.

-700

-690

-e Addod by Amendment 50

- 870 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON A 4 SHEET FlEURE 3 OF I 2.5 -549

-880 A-A

@@ Line 2: / Line 2: @@
 | number = ML12083A221
 | issue date = 03/05/2012
-| title = Watts Bar, Unit 2 - Final Safety Analysis Report, Amendment 108, Figure 2.5-549, ERCW Pipeline Section A-A. Sheet 3
+| title = Final Safety Analysis Report, Amendment 108, Figure 2.5-549, ERCW Pipeline Section A-A. Sheet 3
 | author name =
 | author affiliation = Tennessee Valley Authority
@@ Line 15: / Line 15: @@
 =Text=
-{{#Wiki_filter:}}
+{{#Wiki_filter:-?a Q DESIGN WATER TABLE
+        -    740
+                    -L WATER TABLE (24 HRI MH SOIL CLASSIFICAmON I3 W COUNT POTENTIALLY LIQUEFIABLE
+        -    730
+                  -WS SOIL(SEE NOTE)
+WEATHERE0 SHALE
+        -720 1
+T N0TE:LIQUEFACTlON BASED ON TOP I
+OF GROUND ACCELERATION OF   I 0.220 AND SEEO-IDRISS(l981I
+        - 7 n           CORRELATION FOR SANDS.
+        -700
+        -690
+         -e              Addod by Amendment 50
+         -    870 WAlTS BAR NUCLEAR PLANT FINAL SAFETY SEWiON A 4 SHEET FlEURE        3 OF I 2.5 -549
+         -880 A-A}}