ML11221A361
| ML11221A361 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/17/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML11221A361 (1) | |
Text
1 -__--_I_. -. .. . - ... . .- ,. .... .. ..... .. . .. . . . __. ^. ... . . 750 I1 750 740 730 720 7 10 700 690 680 6 70 6 60 I E DESIGN WATER TABLE Y!. WATER TABLE (24 HR) MI4 SOIL CLASSIFICATION 13 BLOW COUNT ~ POTENTIALLY L1QOEFIABLE -WS WEATHERED SHALE: SOIL (S*E NOTE) 740 S 5-2 5 734.6 730 .. , I' I ss- 53 ss -55 SS'54 727.0 727. 0 SS-60 726, I ?- I: 727 ie 14 -- CL ML 1- LW MW 29 r,, l5 I 27 I -- 18 ML 13 ..ML I8 , If I8 13 i CL 16 I l3 L 15 i_ NOTE: 1. LIQUEFACTION BASED ON TOP OF GROUND ACCELERATION OF 0.49 AND SEED-IDRISS (1971) CORRELATION FOR SANDS. CL 12 17 27 13 j 15 1 16 ' 21 23 ML 17 Q ML ~~ 20 ~ 19 23 7 IC I251 cL I 24 20 23 -I- FI9 ,21 +;>. , 20 =I3 t- WS 20 34 34 15 - sc - 61 .7 - 61 7 50 t SM SC 700 '. I v S 5-62 697.7 B T 50 3. 18 22 50f 50 3. 50 f 69C: frL sc 3 -. ws E414 SM I3 50 4- 50 32 50 +-- 50 4- 50+ G-SC CL GM 50 + c- 504 504 50 50 t-. 501 SMSC 6-SM '-' 6 80 17 1 Added by Amendment 50 50 1 50 . 50 50 4 SC 50 ' 670 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT MISCELLANEOUS ERCW PIPING AN SOIL 0 I* CONDU BORINGS IT FIGURE 2.5-579 660