NL-15-183, Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-578

Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-578

ML15279A317
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: ML15279A317 (1)

Text

.............. ........... ..... "___ .. ____ . -_ ....... -I . .. .... ..... .......... _, .... -- .............. . .... ..... ... . - .... ... .......... ............ .- .- ... . -. . 750 740 730 720 710 700 690 6*30 670 660 I- ....... .............. -. . ......... . - ..... 1 750 740 s 7-30 POTENTIAL SETTLE~E~~ BASED ON 1.5% (5 CRITERlA (INCHES) 6 '/a

• CRITERIA (INCHES) (E) POTENTIAL SETTLEMENT BASED ON t7DESlGN WATER TABLE 'I WATER TAIBLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE] I - WS WEATH*RED SHALE ~ 720 NOTE: I. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 a 49 C0RRE:LATION FOR SANDS. AND SEE5 - IDRISS (1971) Added by Amendment SO FINAL SAFETY ANALYSIS REPORT CATEGORY i ELECTRICAL CONDUITS SECTION H*H FIGURE 2.5- 578 I I

.............. ........... ..... "___ .. ____ . -_ ....... -I . .. .... ..... .......... _, .... -- .............. . .... ..... ... . - .... ... .......... ............ .- .- ... . -. . 750 740 730 720 710 700 690 6*30 670 660 I- ....... .............. -. . ......... . - ..... 1 750 740 s 7-30 POTENTIAL SETTLE~E~~ BASED ON 1.5% (5 CRITERlA (INCHES) 6 '/a

• CRITERIA (INCHES) (E) POTENTIAL SETTLEMENT BASED ON t7DESlGN WATER TABLE 'I WATER TAIBLE (24HR) MH SOIL CLASSIFICATION 13 BLOW COUNT POTENTIALLY LIQUEFIABLE SOIL (SEE NOTE] I - WS WEATH*RED SHALE ~ 720 NOTE: I. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0 a 49 C0RRE:LATION FOR SANDS. AND SEE5 - IDRISS (1971) Added by Amendment SO FINAL SAFETY ANALYSIS REPORT CATEGORY i ELECTRICAL CONDUITS SECTION H*H FIGURE 2.5- 578 I I