ML093570560
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| ML093570560 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/14/2009 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML093570560 (1) | |
Similar Documents at Watts Bar | |
|---|---|
Category:Final Safety Analysis Report (FSAR)
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Site Characteristics, Figure 2.5-554. Sheet 1 of 2 ML15279A3072015-09-11011 September 2015 Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-556 ML15279A3182015-09-11011 September 2015 Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-579 ML15279A3192015-09-11011 September 2015 Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-583 ML15279A3082015-09-11011 September 2015 Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-571. Sheet 1 of 4 ML15279A3052015-09-11011 September 2015 Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-554. 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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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LJ L am LEGEND. GRAPHIC LOG IlllTES : 1' THE HOLE WAS DRILLED WITH IIN IlX MIRE LINE CORE ORILL. 2. THE DRILL HOLE WAS INSPECTED Wllk A BOREHOLE TELNfElON CAMERA B*WEEN ELEVATIONS 698.1 AND 619.7, THE INSPEE- T~ON SHOWED THE caw LOSS IREAS TO 6E SOFT SHALE. 3, THE OEFCIAHATIOM MODULU5 IS DEFINED AS THE IN-51TU SECANT HODULUS IHCLUDIHG 60lH ELASTIC PJiD PLAITIC DEFORIIAT1CN A5 DETERMINED FRWI THE RESULT6 OF THE rtENARP PAESIURENETER TESTS. THE BOREHULE 5URVEl FOR THE UVUAHIC ELASTIC MODULI WAS , MADE BY THE DIRWELL firVlSiON OF SEl5HOGRAPH SERVICE [ORPORA- TION, 4, lnE% TYPES WERE lOEHTlFlE0 FROM VI UAL 1NSPECTIOh OF TIlE CORE. tlNLRALLY, DClERHlNATIOY5 UERt LENGTH NAOE UF CORE FOR EACH IN THE FJYE BOX. FOOT GENERAL Rocx OESCRIPTIO:~ FINAL SAFETY GRAPHIC LOG AND ELASTIC MODULI STA. t-61+00 Figure 2.5-71 1
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