Watts Bar, Unit 2, Final Safety Analysis Report, Amendment ...

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, I i ! 750 r i i 700 - 690 i - , I 680 - ........ ...... .. .... . ... .. . .... ... ...... ..... , -. ~~ ~~ ~ ~ ~~ - - - 750 740 730 720 710 700 690 680 670 660 JL DESIGN WATER TABLE 2 WATER TABLE (24 XRf MH SOIL CLASSIFICATION 13 BLOW COUNT POTENT I ALLY LlQU EFI AB LE SOI t( SEE NOTE) -MS WEATHERED SHALE NOTE: LIQ~EFACT~ON BASED ON TOP OF GROUND ACCELERATION OF0.22g AND SEED-IDRISS (1981) CORRELATION FOR SANDS, Added by Amendment 50 CATEGORII I ELECTRICAL CONDUITS SECTION G-G FIGURE 2.5-555 I f

Transcript of Watts Bar, Unit 2, Final Safety Analysis Report, Amendment ...

Page 1: Watts Bar, Unit 2, Final Safety Analysis Report, Amendment ...

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750 r

i i 700 -

690 i-,

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680 -

........ . . . . . . .. .... . ... .. ... .... . . . . . . . . . ..... , -. ~~ ~~ ~ ~ ~~ - - -

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690

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JL DESIGN WATER TABLE 2 WATER TABLE (24 XRf MH SOIL CLASSIFICATION 13 BLOW COUNT

POTENT I ALLY LlQU EFI AB LE SOI t( SEE NOTE)

-MS WEATHERED SHALE

NOTE: LIQ~EFACT~ON BASED ON TOP OF GROUND ACCELERATION O F 0 . 2 2 g AND SEED-IDRISS (1981) CORRELATION FOR SANDS,

Added by Amendment 50

CATEGORII I ELECTRICAL CONDUITS SECTION G-G

FIGURE 2 . 5 - 5 5 5 I f