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| number = ML110871632 | | number = ML110871632 | ||
| issue date = 03/15/2011 | | issue date = 03/15/2011 | ||
| title = | | title = Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103, FSAR 2.5-604, Underground Barrier Trench B, STA 3 + 00 | ||
| author name = | | author name = | ||
| author affiliation = Tennessee Valley Authority | | author affiliation = Tennessee Valley Authority | ||
Revision as of 15:57, 30 April 2019
| ML110871632 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 03/15/2011 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML110871632 (1) | |
Similar Documents at Watts Bar | |
|---|---|
Category:Final Safety Analysis Report (FSAR)
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Pages 1 Through 64 ML1013705382010-05-0707 May 2010 Amendment 98 to Final Safety Analysis Report, Figure 2.5-549, ERCW Pipeline Section A-A, Sheet 1 of 4 ML1013705392010-05-0707 May 2010 Amendment 98 to Final Safety Analysis Report, Figure 2.5-549, ERCW Pipeline Section A-A, Sheet 2 of 4 ML1013705372010-05-0707 May 2010 Amendment 98 to Final Safety Analysis Report, Figure 2.5-281, Category 1 Conduit Banks Section F-F, Sheet 1 ML1013705342010-05-0707 May 2010 Amendment 98 to Final Safety Analysis Report, Figure 2.5-71, Graphic Log & Elastic Moduli Sta. L-61+00 ML1013705312010-05-0707 May 2010 Amendment 98 to Final Safety Analysis Report, Figure 2.5-281, Category I Conduit Banks Section F-F, Sheet 2 ML1006302352010-02-25025 February 2010 Yard Holding Pond Wsel Graph Overflow for 2001 ML0935705552009-12-14014 December 2009 Final Safety Analysis Report, Amendment 96, Figure 2.5-281, Category 1 Conduit Banks, Section F-F Sheet 1 of 2 ML0935705562009-12-14014 December 2009 Final Safety Analysis Report, Amendment 96, Figure 2.5-281, Category 1 Conduit Banks, Section F-F, Sheet 1 of 2 ML0935705572009-12-14014 December 2009 Final Safety Analysis Report, Amendment 96, Figure 2.5-549, ERCW Pipeline Section A-A, Sheet 1 of 4 ML0935705602009-12-14014 December 2009 Final Safety Analysis Report, Amendment 96, Figure 2.5-71, Graphic Log and Elastic Moduli Sta. L-61+00 ML0935705612009-12-14014 December 2009 Final Safety Analysis Report, Amendment 96, Figure 2.5-222, Borrow Investigation 2023-03-29 |
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DENS/TY TES T 2'057 TEST NUMBER (/03.@%) EHS/TY % MAX/MUM ASW D696 DRY Of? % WATER TABLE PO TENT/AL. FAIL URE PLANE -- 1075 CROSHEB STONE AND 100 %PD&~Ax HLL ---- 1075 AND 1032 CRUSHED SmNE - 10 32 CRUSHED STONE AND ,I00 %PDMAX FILL 1 -/OOPo AND 95%QMAX / t I ADDED BY AMENDMENT 59 ! I
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