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#REDIRECT [[NL-16-109, Indian Point, Unit 2, Amendment Update to the Updated Final Safety Analysis Report (Ufsar), Revision 26 - Chapter 1, Introduction and Summary, Figures]]
{{Adams
| number = ML16280A160
| issue date = 09/19/2016
| title = Amendment Update to the Updated Final Safety Analysis Report (Ufsar), Revision 26 - Chapter 1, Introduction and Summary, Figures
| author name =
| author affiliation = Entergy Nuclear Operations, Inc
| addressee name =
| addressee affiliation = NRC/NRR
| docket = 05000247
| license number = DPR-026
| contact person =
| case reference number = NL-16-109
| package number = ML16280A161
| document type = Drawing, Updated Final Safety Analysis Report (UFSAR)
| page count = 12
}}
 
=Text=
{{#Wiki_filter:INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .2-1 INDIAN POINT NUCLEAR GENERATING STATION UNITS 1 & 2 MIC. No. 1999MC3559
!REV. No. 17A HEATER BAY ANO TURBINE ROOM INTAKE STRUCTURE STEAM )* 6 .. GENERATORS?\
PRESSURIZER CONTAINMENT BUILDING FUEL STORAGE BUILDING INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.2-4 CROSS SECTION OF PLANT MIC. No. 1999MC3561 IREV. No. 17A I r--1 I I I I I I I I L __ WESTINGHOUSE ENGINEERING
& QUALITY CONTROL CONSOUDATED EDISON CO OWNER WESTINGHOUSE ELECTRIC CORP. PRIME CONTRACTOR WEDCO PROJECT MANAGEMENT
-------, I I I I I I I I I I UNITED ENGINEERS
& CONSTRUCTORS ARCHITECT
-ENGRS & QUALITY CONTROL INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.7-1 FUNCTIONAL RELATIONSHIPS MIC. No. 1999MC3570 I REV. No. 17 A WEDCO EXEC. V.P. J . ' \ RELIABILITY MANAGER QUALITY QUALITY STDS la SPECS MANAGER SYSTEMS DOCUMENTATION RELIABILITY la RECORDS ON SITE VENDOR QUALITY CONT. SURVEILLANCE INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .8-1 ORGANIZATIONAL CHART WEDCO RELIABILITY GROUP MIC. No. 1999MC3571 I REV. No. 17A 1.0 8 6 0% m 4 " ....I CJ) z 0 i= 2 <( a: w ....I w u u <( ....I 0.1 <( a: 8 .... CJ w 6 a.. Cl> 4 2 0 2 4 6 8 0.1 2 4 6 8 1.0 2 UNDAMPED NATURAL PERIOD T-SEC INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .11 -1 TEN PERCENT OF GRAVITY RESPONSE SPECTRA MIC. No. 1999MC3562 J REV. No. 17 A 8 0% -CRITICAL DAMPING 6 CJ) ........ ...J r.n 4 z 0 a: w 2 ...J w 0 0 <( .15 _, a: 1 I-0 10% w 8 0.. r.n 6 4 0 2 4 6 8 0.1 2 4 6 8 1.0 2 UNDAMPED NATURAL PERIOD T-SEC INDIAN POINT UNIT No. 2 UFSAR FIGURE 1. 11 -2 FIFTEEN PERCENT OF GRAVITY RESPONSE SPECTRA MIC. No. 1999MC3563 1 REV. No. 17 A Elevation
<<K&#xa9; &#xa9; @ @ &#xa9; &#xa9; t I r 0 7 ll5jft -lt' , .... ... . ' -... -us ft -
lit.A 14.. -.. ... ... " WO ft:-* ----. 0
.. * "" * .. a . ) * "'""" FUEL .* ' ** 1S ft:-6 r,.,. I * .. Cll . 2 g * .. 0 . !lid> . r I so ft-f 1
* 3.0 cps t 2
* 9.57 cps INDIAN POINT UNIT No. 2 UFSAR FIGURE 1. 11 -3 FUEL STORAGE BUILDING NORTH-SOUTH MODEL MIC. No. 1999MC3564 I REV. No. 17 A Elevation 125 ft -100 ft -75 ft -50 ft -.. . .. ..
*---------, .. . > .. ,' ...... -,.. " l t t
* t-o t ..t &#xa3;1
* 2.10 cps INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-4 FUEL STORAGE BUILDING EAST-WEST MODEL MIC. No. 1999MC3565 l REV. No. 17A 
-* , ... .. ',4.'2 ... , -=----T l l El. .'55 '* t;;,' 1' H EL 1'2.'2'-G;'
: c. e_t_ 114'. o* COR.R.UG.Jr1,.o tL.105'* G' MCr.Jt, I < SIO!NG l ! 11 El. tf7'* o': -.I * :0. I g_ ... ..
lj EL !JtY*<:t>*
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I. :1 '1 tL. 15'* . jl I . . " ---*Ii . . -\ . ... :; tA z c !.:) !!:>IC. . c I<. N-S SECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 . 11 -5 INDIAN POINT UNIT 1 SUPERHEATER BUILDING NORTH-SOUTH SECTION MIC. No. 1999MC3566 I REV. No. 17A cy (F) (aj I r I """""\ STACI< "-.:-ft. 1so -0 11 EL. 1!15 '-n'-o" E-W SECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11 -6 INDIAN POINT UNIT 1 SUPERHEATER BUILDING EAST-WEST SECTION MIC. No. 1999MC3567 IREV. No. 17A J 7() '-/Jo*. 12.() ** /J(J. loo'
* 90'
* so'. 3o'
* zo'
* 10' o* 1'50 lb I At I '!I 121f IJCI :oo '"' Bf# fl7 i..o "'' iq I I ' --+--* --.....
...... 2'-.0 *--+<------------1 1:,.0 i /t.,,.o 2S.O "' ; 2D.o 270 . 2 27 35 4.2. 5 77 S.7 /0 .-' 170 -<:>
_E'L_:.._!1.1
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_EL 97 INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-7 COLUMN LINE ,, G" MIC. No. 1999MC3568 I REV. No. 17A ELEV. 135 1-6 11 ELEV. 122 1-6 11 I.LEV. 105' -6 11 ELEV. 88 I -6 8' ELEV. 72' -0" ELEV. 53' -0., ELEV. 33 I -0" ELEV. 15' -0" (8) (7) (6) (5) b (4) i I (3) (2) I I n I I I 1 l 1 ,q)n MASS k-Sec 2/FT 147.2 61. 7 75.5 116.8 277.8 212.2 165.8 NOTE: Stack Lumped at Mass Point CPS CPS Mode N-S Freq. E-W Freq. 1 0. 72 2 1.58 2.07 --'=I 3.48 4.07 4 4.65 5.18 5 6.0 7.0 I 6 7.15 8.0 -.-.7 ... 7 8.25 -l 9.7 NOTE: STIFFNESS MATRICES USED TO DEFINE THE STIFFNESS RELATIONSHIP BETWEEN MASS POINTS IN THE E-W AND N-S DIRECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-8 REPRESENTATION OF LUMPED MASS MODEL OF SUPERHEATER BUILDING USED IN DYNAMIC ANALYSIS MIC. No. 1999MC3569
!REV. No. 17A}}

Latest revision as of 11:40, 16 March 2019

Amendment Update to the Updated Final Safety Analysis Report (Ufsar), Revision 26 - Chapter 1, Introduction and Summary, Figures
ML16280A160
Person / Time
Site: Indian Point Entergy icon.png
Issue date: 09/19/2016
From:
Entergy Nuclear Operations
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16280A161 List: ... further results
References
NL-16-109
Download: ML16280A160 (12)
v • d • e


Text

INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .2-1 INDIAN POINT NUCLEAR GENERATING STATION UNITS 1 & 2 MIC. No. 1999MC3559

!REV. No. 17A HEATER BAY ANO TURBINE ROOM INTAKE STRUCTURE STEAM )* 6 .. GENERATORS?\

PRESSURIZER CONTAINMENT BUILDING FUEL STORAGE BUILDING INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.2-4 CROSS SECTION OF PLANT MIC. No. 1999MC3561 IREV. No. 17A I r--1 I I I I I I I I L __ WESTINGHOUSE ENGINEERING

& QUALITY CONTROL CONSOUDATED EDISON CO OWNER WESTINGHOUSE ELECTRIC CORP. PRIME CONTRACTOR WEDCO PROJECT MANAGEMENT

, I I I I I I I I I I UNITED ENGINEERS

& CONSTRUCTORS ARCHITECT

-ENGRS & QUALITY CONTROL INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.7-1 FUNCTIONAL RELATIONSHIPS MIC. No. 1999MC3570 I REV. No. 17 A WEDCO EXEC. V.P. J . ' \ RELIABILITY MANAGER QUALITY QUALITY STDS la SPECS MANAGER SYSTEMS DOCUMENTATION RELIABILITY la RECORDS ON SITE VENDOR QUALITY CONT. SURVEILLANCE INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .8-1 ORGANIZATIONAL CHART WEDCO RELIABILITY GROUP MIC. No. 1999MC3571 I REV. No. 17A 1.0 8 6 0% m 4 " ....I CJ) z 0 i= 2 <( a: w ....I w u u <( ....I 0.1 <( a: 8 .... CJ w 6 a.. Cl> 4 2 0 2 4 6 8 0.1 2 4 6 8 1.0 2 UNDAMPED NATURAL PERIOD T-SEC INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 .11 -1 TEN PERCENT OF GRAVITY RESPONSE SPECTRA MIC. No. 1999MC3562 J REV. No. 17 A 8 0% -CRITICAL DAMPING 6 CJ) ........ ...J r.n 4 z 0 a: w 2 ...J w 0 0 <( .15 _, a: 1 I-0 10% w 8 0.. r.n 6 4 0 2 4 6 8 0.1 2 4 6 8 1.0 2 UNDAMPED NATURAL PERIOD T-SEC INDIAN POINT UNIT No. 2 UFSAR FIGURE 1. 11 -2 FIFTEEN PERCENT OF GRAVITY RESPONSE SPECTRA MIC. No. 1999MC3563 1 REV. No. 17 A Elevation

<<K© © @ @ © © t I r 0 7 ll5jft -lt' , .... ... . ' -... -us ft -

lit.A 14.. -.. ... ... " WO ft:-* ----. 0

.. * "" * .. a . ) * "'""" FUEL .* ' ** 1S ft:-6 r,.,. I * .. Cll . 2 g * .. 0 . !lid> . r I so ft-f 1

  • 3.0 cps t 2
  • 9.57 cps INDIAN POINT UNIT No. 2 UFSAR FIGURE 1. 11 -3 FUEL STORAGE BUILDING NORTH-SOUTH MODEL MIC. No. 1999MC3564 I REV. No. 17 A Elevation 125 ft -100 ft -75 ft -50 ft -.. . .. ..
  • ---------, .. . > .. ,' ...... -,.. " l t t
  • t-o t ..t £1
  • 2.10 cps INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-4 FUEL STORAGE BUILDING EAST-WEST MODEL MIC. No. 1999MC3565 l REV. No. 17A

-* , ... .. ',4.'2 ... , -=----T l l El. .'55 '* t;;,' 1' H EL 1'2.'2'-G;'

c. e_t_ 114'. o* COR.R.UG.Jr1,.o tL.105'* G' MCr.Jt, I < SIO!NG l ! 11 El. tf7'* o': -.I * :0. I g_ ... ..

lj EL !JtY*<:t>*

r. , ... _ ... s 1: 80'* c. l! J' 11 l EL. i'Z'*;J" j I j 1 El 71 -h *:i ._ '

r TI II EC. GB'-.;, ._

/(OOA-1 1! *1 11 [!.. 53'*0* Ii I *' '! l! B__ 5:1' 0 1 i-* ' , --r-* 1* r--*------ii , * !f '1 :1 ..-! 11 !* *I ;I !l IJ -' I . eL a** "I lJ ...

I. :1 '1 tL. 15'* . jl I . . " ---*Ii . . -\ . ... :; tA z c !.:) !!:>IC. . c I<. N-S SECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1 . 11 -5 INDIAN POINT UNIT 1 SUPERHEATER BUILDING NORTH-SOUTH SECTION MIC. No. 1999MC3566 I REV. No. 17A cy (F) (aj I r I """""\ STACI< "-.:-ft. 1so -0 11 EL. 1!15 '-n'-o" E-W SECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11 -6 INDIAN POINT UNIT 1 SUPERHEATER BUILDING EAST-WEST SECTION MIC. No. 1999MC3567 IREV. No. 17A J 7() '-/Jo*. 12.() ** /J(J. loo'

  • 90'
  • so'. 3o'
  • zo'
  • 10' o* 1'50 lb I At I '!I 121f IJCI :oo '"' Bf# fl7 i..o " iq I I ' --+--* --.....

...... 2'-.0 *--+<------------1 1:,.0 i /t.,,.o 2S.O "' ; 2D.o 270 . 2 27 35 4.2. 5 77 S.7 /0 .-' 170 -<:>

_E'L_:.._!1.1

'.-_o .. EL. 10s'-""

_EL 97 INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-7 COLUMN LINE ,, G" MIC. No. 1999MC3568 I REV. No. 17A ELEV. 135 1-6 11 ELEV. 122 1-6 11 I.LEV. 105' -6 11 ELEV. 88 I -6 8' ELEV. 72' -0" ELEV. 53' -0., ELEV. 33 I -0" ELEV. 15' -0" (8) (7) (6) (5) b (4) i I (3) (2) I I n I I I 1 l 1 ,q)n MASS k-Sec 2/FT 147.2 61. 7 75.5 116.8 277.8 212.2 165.8 NOTE: Stack Lumped at Mass Point CPS CPS Mode N-S Freq. E-W Freq. 1 0. 72 2 1.58 2.07 --'=I 3.48 4.07 4 4.65 5.18 5 6.0 7.0 I 6 7.15 8.0 -.-.7 ... 7 8.25 -l 9.7 NOTE: STIFFNESS MATRICES USED TO DEFINE THE STIFFNESS RELATIONSHIP BETWEEN MASS POINTS IN THE E-W AND N-S DIRECTION INDIAN POINT UNIT No. 2 UFSAR FIGURE 1.11-8 REPRESENTATION OF LUMPED MASS MODEL OF SUPERHEATER BUILDING USED IN DYNAMIC ANALYSIS MIC. No. 1999MC3569

!REV. No. 17A

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