ML15279A307: Difference between revisions

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| number = ML15279A307
| number = ML15279A307
| issue date = 09/11/2015
| issue date = 09/11/2015
| title = Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-556
| title = Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-556
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:680 670 660 0 I 2 3 4 5 6 7 8 -_u""--- --- ORIGINAL GRADE t----- I --- 750 740 730 720 710 700 690 680 6?0 660 22. DESIGN WATER TABLF. J WATER TABLE (24HR) MH SOIL GLASSIFICAT10N 13 8LOW COUNT POTENTIALLY L1 QUE FlAB LE SOIL (SEE NOTE) -WS WEATHERED SHALE I NOTE: LIQUEFACTION BASED ONTOP OF GROUND ACCELERATION OF 0.229 AND SEED- tDRISStI981) CORRELATION FOR SA NCI S Added by Amendment 50 WATTS BAR F1NAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRICAL COpUlTS SECTION H-H FIGURE 2.5-556 680 670 660 0 I 2 3 4 5 6 7 8 -_u""--- --- ORIGINAL GRADE t----- I --- 750 740 730 720 710 700 690 680 6?0 660 22. DESIGN WATER TABLF. J WATER TABLE (24HR) MH SOIL GLASSIFICAT10N 13 8LOW COUNT POTENTIALLY L1 QUE FlAB LE SOIL (SEE NOTE) -WS WEATHERED SHALE I NOTE: LIQUEFACTION BASED ONTOP OF GROUND ACCELERATION OF 0.229 AND SEED- tDRISStI981) CORRELATION FOR SA NCI S Added by Amendment 50 WATTS BAR F1NAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRICAL COpUlTS SECTION H-H FIGURE 2.5-556}}
{{#Wiki_filter:680 670 660 0
I 2
3 4
5 6
7 8  
-_u""---
ORIGINAL GRADE t-----
I 750 740 730 720 710 700 690 680 6?0 660
: 22. DESIGN WATER TABLF.
J WATER TABLE (24HR)
MH SOIL GLASSIFICAT10N 13 8LOW COUNT POTENTIALLY L1 QUE FlAB LE SOIL (SEE NOTE)  
-WS WEATHERED SHALE I
NOTE: LIQUEFACTION BASED ONTOP OF GROUND ACCELERATION OF 0.229 AND SEED-tDRISStI981)
CORRELATION FOR SA NCI S Added by Amendment 50 WATTS BAR F1NAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRICAL C O p U l T S SECTION H-H FIGURE 2.5-556  
 
680 670 660 0
I 2
3 4
5 6
7 8  
-_u""---
ORIGINAL GRADE t-----
I 750 740 730 720 710 700 690 680 6?0 660
: 22. DESIGN WATER TABLF.
J WATER TABLE (24HR)
MH SOIL GLASSIFICAT10N 13 8LOW COUNT POTENTIALLY L1 QUE FlAB LE SOIL (SEE NOTE)  
-WS WEATHERED SHALE I
NOTE: LIQUEFACTION BASED ONTOP OF GROUND ACCELERATION OF 0.229 AND SEED-tDRISStI981)
CORRELATION FOR SA NCI S Added by Amendment 50 WATTS BAR F1NAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRICAL C O p U l T S SECTION H-H FIGURE 2.5-556}}

Latest revision as of 07:09, 10 January 2025

Amendment 114 to Final Safety Analysis Report, Section 2.0 - Site Characteristics, Figure 2.5-556
ML15279A307
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 09/11/2015
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML15279A332 List: ... further results
References
CNL-15-183
Download: ML15279A307 (1)
v • d • e


Text

680 670 660 0

I 2

3 4

5 6

7 8

-_u""---

ORIGINAL GRADE t-----

I 750 740 730 720 710 700 690 680 6?0 660

22. DESIGN WATER TABLF.

J WATER TABLE (24HR)

MH SOIL GLASSIFICAT10N 13 8LOW COUNT POTENTIALLY L1 QUE FlAB LE SOIL (SEE NOTE)

-WS WEATHERED SHALE I

NOTE: LIQUEFACTION BASED ONTOP OF GROUND ACCELERATION OF 0.229 AND SEED-tDRISStI981)

CORRELATION FOR SA NCI S Added by Amendment 50 WATTS BAR F1NAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRICAL C O p U l T S SECTION H-H FIGURE 2.5-556

680 670 660 0

I 2

3 4

5 6

7 8

-_u""---

ORIGINAL GRADE t-----

I 750 740 730 720 710 700 690 680 6?0 660

22. DESIGN WATER TABLF.

J WATER TABLE (24HR)

MH SOIL GLASSIFICAT10N 13 8LOW COUNT POTENTIALLY L1 QUE FlAB LE SOIL (SEE NOTE)

-WS WEATHERED SHALE I

NOTE: LIQUEFACTION BASED ONTOP OF GROUND ACCELERATION OF 0.229 AND SEED-tDRISStI981)

CORRELATION FOR SA NCI S Added by Amendment 50 WATTS BAR F1NAL NUCLEAR SAFETY PLANT ANALYSIS REPORT CATEGORY I ELECTRICAL C O p U l T S SECTION H-H FIGURE 2.5-556

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