NL-15-183, Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-71

Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-71

ML15279A293
Person / Time
Site:	Watts Bar
Issue date:	09/11/2015
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
Shared Package
ML15279A332	List: CNL-15-183, Amendment 114 to Final Safety Analysis Report, Figure 2.5-605, Underground Barrier Trench B STA 4+50 ML15279A240 ML15279A246 ML15279A247 ML15279A248 ML15279A249 ML15279A250 ML15279A251 ML15279A253 ML15279A254 ML15279A255 ML15279A256 ML15279A257 ML15279A260 ML15279A261 ML15279A263 ML15279A264 ML15279A265 ML15279A266 ML15279A267 ML15279A268 ML15279A269 ML15279A270 ML15279A272 ML15279A273 ML15279A274 ML15279A275 ML15279A276 ML15279A277 ML15279A278 ML15279A279 ML15279A280 ML15279A281 ML15279A282 ML15279A284 ML15279A285 ML15279A286 ML15279A287 ML15279A288 ML15279A289 ML15279A290 ML15279A291 ML15279A293 ML15279A294 ML15279A295 ML15279A296 ML15279A297 ML15279A298 ML15279A299 ML15279A301 ... further results
References
CNL-15-183
Download: ML15279A293 (1)

Text

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 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