ML20205M634
| ML20205M634 | |
| Person / Time | |
|---|---|
| Site: | Hope Creek |
| Issue date: | 10/26/1988 |
| From: | Public Service Enterprise Group |
| To: | |
| Shared Package | |
| ML20205M631 | List: |
| References | |
| NUDOCS 8811030173 | |
| Download: ML20205M634 (2) | |
Text
4 DESIGN FEATURES 5.6 FUEL STORAGE CRITICALITY 5.6.1 The spent fuel storage racks are designed and shal.1 be maintained with:
A k,ff equivalent to less than or equal tu 0.95 when flooded with a.
unborated water,, including all calculational uncertainties and biases as described in Section 9.1.2 of the FSAR.
b.
A nominal 6.308 inch center-to-center distance betwen fuel assemblies placed in the storage racks.
5.6.1.2 The k,ff for new fuel for the first cr,re loading stored dry in the spent fuel storage racks shall not exceed 0.93 when aqueous foam moderation is assumed.
ORAINAGE 5.6.2 The spent fuel storage pool is designed and shall be saintained to prevent inadvertent draining of the pool below elevation 199' 4".
CAPACITY INSERT 1 ntfuelstoraggpgr:m==py?-B:9i: 25~ m m.
5.6.3 The s g-t:r:;: :, : t _,
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af :- lige f..-7 ::::_ g g
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w 5.7 COMPONENT CYCLIC OR TRANSIENT LIMIT 5.7.1 The components identified in Table 5.7.1-1 are designed and shall be maintained within the cyclic or transient limits of Table 5.7.1-1.
Eu29865! 8868lha P
HOPE CREEK 5-5 l\\
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f 4
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INSERT 1 shall be limited to a storage capacity of no more than 1290 fuel assemblies.
t e
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