BECO-93-016, Proposed TS 3.5.C,D & E Re k-infinity Factor,Spent Fuel Pool Storage Capacity & Max Loads Allowed to Travel Over Fuel Assemblies,Respectively: Difference between revisions

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=Text=
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Attachment B to BEco letter 93-016 l
Attachment B to BEco letter 93-016 l
9302240257 930211 PDR                 ADOCK 05000293 P                             PDR
9302240257 930211 PDR ADOCK 05000293 P
PDR


I 4
4 5.5-FUEL STORAGE i
5.5- FUEL STORAGE i
A.
A.         The new fuel storage facility shall be's'uch that the Kef t .ry -.is less than 0.90 and flooded is less than 0.95.
The new fuel storage facility shall be's'uch that the Kef t.ry -.is less than 0.90 and flooded is less than 0.95.
:l B. -The K,,, of the spent fuel storage pool shall be less - than or equal                                                                                       l to 0.95.
:l B. -The K,,, of the spent fuel storage pool shall be less - than or equal to 0.95.
C.         Each fuel assembly in the spent fuel- pool shall have- a maximum K-infinity less than or equal to 1.32 and an enrichment of 4.6% U-235 or less averaged over the axial planar zone of . highest average enrichment.
C.
D.         The number of spent' fuel assemblies stored in the. spent fuel pool shall not exceed 3859.                                                                                                                         ]
Each fuel assembly in the spent fuel-pool shall have-a maximum K-infinity less than or equal to 1.32 and an enrichment of 4.6% U-235 or less averaged over the axial planar zone of. highest average enrichment.
E.         Loads in excess of 2000 lbs. shall be prohibited from travel over                                                                               [
D.
The number of spent' fuel assemblies stored in the. spent fuel pool shall not exceed 3859.
]
E.
Loads in excess of 2000 lbs. shall be prohibited from travel over [
fuel assemblies in the spent fuel storage pool.
fuel assemblies in the spent fuel storage pool.
F.         No fuel which has decayed for less than 200 days shall be stored in racks within an arc described by the height of theicask around the                                                                         -
F.
                              . periphery of the energy absorbing pad.
No fuel which has decayed for less than 200 days shall be stored in racks within an arc described by the height of theicask around the
5.6 SEISMIC DESIGN Tne station Class I structures and systems have been designed for ground accelerations of 0.089 (design earthquake) ano 0.15 -9 (maximum - credible -
. periphery of the energy absorbing pad.
l                   earthquake).                                                                                                                                                   !
5.6 SEISMIC DESIGN Tne station Class I structures and systems have been designed for ground ano 0.15 - (maximum - credible -
l BASEh 5.5 FUEL STORAGE The fuel storage assembly K-infinity in Section 5.5.C refers to the maximum K- inf inity for the standard reactor core geometry.                                                                                       Storage of fuel assemblies meeting specification 5.5.C will result in-K,ge less than 0.95 for both normal and abnormal storage conditions.
accelerations of 0.089 (design earthquake) 9 l
AmendmentNo.Jf                                                                                                                                               207
earthquake).
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BASEh 5.5 FUEL STORAGE The fuel storage assembly K-infinity in Section 5.5.C refers to the maximum K-inf inity for the standard reactor core geometry.
Storage of fuel assemblies meeting specification 5.5.C will result in-K,ge less than 0.95 for both normal and abnormal storage conditions.
AmendmentNo.Jf 207
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5.5 V 4 W r<1ss, not & o a tC> anJ FUEL SiORAGE
V 4 W r<1ss, not & o a tC> anJ 5.5 FUEL SiORAGE pl<teuu 3" "d %M we uy.
* pl<teuu 3" "d %M we uy.
~
A. The new fuel storage facility shall be such that the
sm AM The new fuel storage facility shall be such that the K.,, dry is A.
                                                                                        ~      sm AM i                                                                                K.,, dry is less than 0.90 and flooded is less than 0.95.
i less than 0.90 and flooded is less than 0.95.
B. The K.,, of the spent fuel storage pool shall be less than or ecual to 0.95.
B.
Gak
The K.,, of the spent fuel storage pool shall be less than or ecual to 0.95.
* C,2.J e s s t ha n for e q ua l to'.1-di' % t . 34 Fuel assembly in the sptnt fuel p
Gak C,2.J e s s t ha n or e q ua l to'.1-di' % t. 34 Fuel assembly in the sptnt fuel p
                                                                          % g,ig a gf.g O.
% g,i a gf.g f
Thenumberofshentfuelassembliesstoredinthespentfuelpool shall not excfed M j f S~g                       /                                {    l E. Loads in eices'5 f N lbs. shal                     prohibited from travel over           !
g Thenumberofshentfuelassembliesstoredinthespentfuelpool O.
fuel assemblies                               storage pool.
/
F.
{
No fuel which has decayed for less than 200 days shall be stored in racks within an arc described by the height of the cask around the periphery of the energy absorbing pad.
l shall not excfed M j f S~g E.
5.6   SEISHIC OESIGN The station Class I structures and systems have been designed for ground accelerations of 0.08g (design earthquake) and 0.15g (maximum credible earthquate).
Loads in eices'5 f N lbs. shal prohibited from travel over fuel assemblies storage pool.
No fuel which has decayed for less than 200 days shall be stored in F.
racks within an arc described by the height of the cask around the periphery of the energy absorbing pad.
5.6 SEISHIC OESIGN The station Class I structures and systems have been designed for ground accelerations of 0.08g (design earthquake) and 0.15g (maximum credible earthquate).
BASES:
BASES:
5.5   FUEL STORAGE The fuel storage assembly K-infinity in Section 5.5.C refers to the maximum K-Infinity for the standard reactor core geometry. It is shorn in the HtMt m t stryf 6' m e-5'!:s ;!!' ; " 'itity ;!.25 mM rete!t ' _:
5.5 FUEL STORAGE The fuel storage assembly K-infinity in Section 5.5.C refers to the maximum K-Infinity for the standard reactor core geometry. It is shorn in the HtMt m t stryf 6' m e-5'!:s ;!!' ; " 'itity ;!.25 mM rete!t ' _:
y    g ne, t- g a! ; me'-t!: , for both normal and abnormal storage conditions.                                                                                         f f
g ne, t-g a! ; me'-t!:, for both normal and abnormal storage f
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skrec. 7 5T+QL.
s.v. c @
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AmendmentNo.g/
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Attachment D to BEco letter 93 016 '
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Latest revision as of 12:45, 12 December 2024

Proposed TS 3.5.C,D & E Re k-infinity Factor,Spent Fuel Pool Storage Capacity & Max Loads Allowed to Travel Over Fuel Assemblies,Respectively
ML20128P371
Person / Time
Site: Pilgrim
Issue date: 02/11/1993
From:
BOSTON EDISON CO.
To:
Shared Package
ML20128P367 List:
References
BECO-93-016, BECO-93-16, NUDOCS 9302240257
Download: ML20128P371 (5)


Text

- - _ _ _ _ -.

~

Attachment B to BEco letter 93-016 l

9302240257 930211 PDR ADOCK 05000293 P

PDR

4 5.5-FUEL STORAGE i

A.

The new fuel storage facility shall be's'uch that the Kef t.ry -.is less than 0.90 and flooded is less than 0.95.

l B. -The K,,, of the spent fuel storage pool shall be less - than or equal to 0.95.

C.

Each fuel assembly in the spent fuel-pool shall have-a maximum K-infinity less than or equal to 1.32 and an enrichment of 4.6% U-235 or less averaged over the axial planar zone of. highest average enrichment.

D.

The number of spent' fuel assemblies stored in the. spent fuel pool shall not exceed 3859.

]

E.

Loads in excess of 2000 lbs. shall be prohibited from travel over [

fuel assemblies in the spent fuel storage pool.

F.

No fuel which has decayed for less than 200 days shall be stored in racks within an arc described by the height of theicask around the

. periphery of the energy absorbing pad.

5.6 SEISMIC DESIGN Tne station Class I structures and systems have been designed for ground ano 0.15 - (maximum - credible -

accelerations of 0.089 (design earthquake) 9 l

earthquake).

BASEh 5.5 FUEL STORAGE The fuel storage assembly K-infinity in Section 5.5.C refers to the maximum K-inf inity for the standard reactor core geometry.

Storage of fuel assemblies meeting specification 5.5.C will result in-K,ge less than 0.95 for both normal and abnormal storage conditions.

AmendmentNo.Jf 207

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V 4 W r<1ss, not & o a tC> anJ 5.5 FUEL SiORAGE pl<teuu 3" "d %M we uy.

~

sm AM The new fuel storage facility shall be such that the K.,, dry is A.

i less than 0.90 and flooded is less than 0.95.

B.

The K.,, of the spent fuel storage pool shall be less than or ecual to 0.95.

Gak C,2.J e s s t ha n or e q ua l to'.1-di' % t. 34 Fuel assembly in the sptnt fuel p

% g,i a gf.g f

g Thenumberofshentfuelassembliesstoredinthespentfuelpool O.

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{

l shall not excfed M j f S~g E.

Loads in eices'5 f N lbs. shal prohibited from travel over fuel assemblies storage pool.

No fuel which has decayed for less than 200 days shall be stored in F.

racks within an arc described by the height of the cask around the periphery of the energy absorbing pad.

5.6 SEISHIC OESIGN The station Class I structures and systems have been designed for ground accelerations of 0.08g (design earthquake) and 0.15g (maximum credible earthquate).

BASES:

5.5 FUEL STORAGE The fuel storage assembly K-infinity in Section 5.5.C refers to the maximum K-Infinity for the standard reactor core geometry. It is shorn in the HtMt m t stryf 6' m e-5'!:s ;!!' ; " 'itity ;!.25 mM rete!t ' _:

g ne, t-g a! ; me'-t!:, for both normal and abnormal storage f

f y

conditions.

skrec. 7 5T+QL.

s.v. c @

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b O ST 4

AmendmentNo.g/

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