ML20132G325
| ML20132G325 | |
| Person / Time | |
|---|---|
| Site: | Arkansas Nuclear |
| Issue date: | 12/19/1996 |
| From: | ENTERGY OPERATIONS, INC. |
| To: | |
| Shared Package | |
| ML20132G323 | List: |
| References | |
| NUDOCS 9612260234 | |
| Download: ML20132G325 (6) | |
Text
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PROPOSED TECHNICAL SPECIFICATION CHANGES l
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9612260234 961219 PDR ADOCK 05000368 P
. _ _ _ ~ _ _ ~.. - -. _ -..
-. -. - -- - -. _ -. - =......
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INDEX DESIGN FEATURES 4
j SECTION PAGE 1
5.1 SITE I
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Exclusion Area..........................................
5-1 Low Population Zone.....................................
5-1 5.2 CONTAINMENT Configuration...........................................
5-1 i
Design Pressure and Temperature.........................
5-4 l
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5.3 REACTOR CORE Fuel Assemblies........................................
5-4 Control Element Assemblies..............................
5-4 5.4 REACTOR COOLANT SYSTEM Design Pressure and Temperature.........................
5-4 1
5.5 METEOROLOGICAL TOWER LOCATION.................................
5-5 5.6 FUEL STORAGE Criticality-Spent Fue1..................................
5-5 Criticality-New Fuel....................................
5-5 1
Drainage................................................
5-5 Capacity................................................
5-5 5.7 COMPONENT CYCLIC OR TRANSIENT LIMITS.........................
5-5 l
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ARKANSAS - UNIT 2 XV Amendment No. 60, i
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i DESIGN FEATURES 5.5 METEOROLOGICAL TOWER LOCATION 5.5.1 The meteorological tower shall be located as shown on Figure 5.1-1.
5.6 FUEL STORAGE CRITICALITY - SPENT FUEL 5.6.1.1 The spent fuel racks are designed and shall be maintained so that the calculated effective multiplication factor is no greater than 0.95
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(including all known uncertainties) when the pool is flooded with unborated water.
CRITICALITY - NEW FUEL 5.6.1.2 The new fuel storage racks are designed and shall be naintained with a nominal 25.0 inch center-to-center distance between new fuel assemblies such that K gf will not exceed 0.98 when fuel having a maximum enrichment of 4.1 weight percent U-235 is in place and aqueous foam moderation is assumed and Keff will not exceed 0.95 when the storage area is flooded with unborated water. The calculated K gg includes a conservative e
allowance of 2.1% Ak/k for uncertainties.
DRAINAGE 5.6.2 The spent fuel storage pool is designed and shall be maintained to prevent inadvertent draining of the pool below elevation 399' 10b".
CAPACITY 5.6.3 The spent fuel storage pool is designed and shall be maintained with a storage capacity limited to no more than 988 fuel assemblies.
5.7 COMPONENT CYCLIC OR TRANSIENT LIMITS 5.7.1 The components identified in Table 5.7-1 are designed and shall be maintained within the cyclic or transient limits of Table 5.7-1.
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I ARKANSAS - UNIT 2 5-5 Amendment No. 24,41,45,
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MARKUP OF CURRENT ANO-2 TECHNICAL SPECIFICATIONS (FORINFO ONLY) l l
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INDEX DESIGN FFATURES l.
SECTION PAGE i
5.1 SITE Exclusion Area..........................................
5-1 Low Population Zone...............................
5-1 5.2 CONTAINMENT Configuration...........................................
5-1 Design Pressure and Temperature.........................
5-4 5._3.. REACTOR CORE Fuel Assemblies.........................................
5-4 Control Element Assemblies..............................
5-4 5.4 REACTOR COOLANT SYSTEM Design Pressure and Temperature.........................
5-4 u.._,._.__... ~.
.e
.e 5.5 METEOROLOGICAL TOWER LOCATION.................................
5-5 l
5.6 FUEL STORAGE l
Criticality-Spent Fuel..................................
5-5 Criticality-New Fuel....................................
5-5 Drainage................................................
5-5 i
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Capacity................................................
5-5
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5.7 COMPONENT CYCLIC OR TRANSIENT LIMITS.........................
5-5 l
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4 ARKANSAS - UNIT 2 XV Amendment No. 60,
DESIGN FEATURES VOLUME e
5.?.2 Th: t:t:1 x:t:: : d :t := v;1u:: f th: ::::t : :::12 t cy:ter i:
10,205 i 100 ;;ic f :t :t ; n;;nin:1 T.,, O f S i 5'Fr 5.5 METEOROLOGICAL TO'4ER LOCATION 5.5.1 The meteorological tower shall be located as shown on Figure 5.1-1.
5.6 FUEL STORAGE CRITICALITY - SPENT FUEL 5.6.1.1 The spent fuel racks are designed and shall be maintained so that the calculated effective multiplication factor is no greater than 0.95 (including all known uncertainties) when the pool is flooded with unborated water.
CRITICALITY - NEW FUEL 5.6.1.2 The new fuel storage racks are designed and shall be maintained with a nominal 25.0 inch center-to-center distance between new fuel assemblies such that K gg will not exceed 0.98 when fuel having a maximum e
enrichment of 4.1 weight percent U-235 is in place and aqueous foam moderation is assumed and K gg will not exceed 0.95 when the storage area is e
flooded with unborated water. The calculated K gg includes a conservative e
allowance of 2.1% Ak/k for uncertainties.
DRAINAGE 5.6.2 The spent fuel storage pool'is designed and shall be maintained to prevent inadvertent draining of the pool below elevation 399' 10b".
CAPACITY 5.6.3 The spent fuel storage pool is designed and shall be maintained with a storage capacity limited to no more than 988 fuel assemblies.
5.7 COMPONENT CYCLIC OR TRANSIENT LIMITS 5.7.1 The components identified in Table 5.7-1 are designed and shall be maintained within the cyclic or transient limits of Table 5.7-1.
ARKANSAS - UNIT 2 5-5 Amendment No. G4, M, M,