ML24151A020

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Conditions for Cask Use and Technical Specifications, Renewed Amendment 7 - Appendix B
ML24151A020
Person / Time
Site: 07201015
Issue date: 06/11/2024
From:
Storage and Transportation Licensing Branch
To:
NAC International
References
Download: ML24151A020 (1)
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Text

APPENDIX B

APPROVED CONTENTS AND DESIGN FEATURES FOR THE NAC-UMS SYSTEM

AMENDMENT 7

Certificate of Compliance No. 1015 B-1 Renewed Amendment No. 7 LIST OF EFFECTIVE PAGES

Appendix B B3-1....................... Amendment No. 7 B-1........................ Amendment No. 7 B3-2....................... Amendment No. 7 B-2........................ Amendment No. 7 B3-3....................... Amendment No. 7 B-3........................ Amendment No. 7 B3-4....................... Amendment No. 7 B3-5....................... Amendment No. 7 B1-1....................... Amendment No. 7 B3-6....................... Amendment No. 7 B3-7....................... Amendment No. 7 B2-1....................... Amendment No. 7 B3-8....................... Amendment No. 7 B2-2....................... Amendment No. 7 B3-9....................... Amendment No. 7 B2-3....................... Amendment No. 7 B3-10..................... Amendment No. 7 B2-4....................... Amendment No. 7 B3-11..................... Amendment No. 7 B2-5....................... Amendment No. 7 B3-12..................... Amendment No. 7 B2-6....................... Amendment No. 7 B3-13..................... Amendment No. 7 B2-7....................... Amendment No. 7 B2-8....................... Amendment No. 7 B2-9....................... Amendment No. 7 B2-10..................... Amendment No. 7 B2-11..................... Amendment No. 7 B2-12..................... Amendment No. 7 B2-13..................... Amendment No. 7 B2-14..................... Amendment No. 7 B2-15..................... Amendment No. 7 B2-16..................... Amendment No. 7 B2-17..................... Amendment No. 7 B2-18..................... Amendment No. 7 B2-19..................... Amendment No. 7 B2-20..................... Amendment No. 7

Certificate of Compliance No. 1015 B-2 Renewed Amendment No. 7 Approved Contents B 2.0

Appendix B Table of Contents

B 1.0 [Reserved]................................................................................................................... B1-1

B 2.0 Approved Contents..................................................................................................... B2-1 B 2.1 Fuel Specifications and Loading Conditions................................................... B2-1

Figure B2-1 PWR Basket Fuel Loading Positions and Minimum Flux Trap Definition..... B2-4 Figure B2-2 BWR Basket Fuel Loading Positions and Minimum Flux Trap Definition..... B2-5 Table B2-1 Fuel Assembly Limits.................................................................................... B2-6 Table B2-2 PWR Fuel Assembly Characteristics............................................................ B2-9 Table B2-3 BWR Fuel Assembly Characteristics.......................................................... B2-10 Table B2-4 Minimum Cooling Time Versus Burnup/Initial Enrichmen t for PWR Fuel................................................................................................... B2-11 Table B2-5 Minimum Cooling Time Versus Burnup/Initial Enrichmen t for BWR Fuel................................................................................................... B2-13 Table B2-6 Maine Yankee Site Specific Fuel Canister Loading Position Summary..... B2-14 Table B2-7 Maine Yankee Site Specific Fuel Limits..................................................... B2-15 Table B2-8 Loading Table for Maine Yankee CE 14 x 14 Fuel with No Non-Fuel Material - Required Cool Time in Years Before Assembly is Acceptable.................................................................................................. B2-18 Table B2-9 Loading Table for Maine Yankee CE 14 x 14 Fuel Conta ining CEA Cooled to Indicated Time................................................................... B2-20

B 3.0 Design Features.......................................................................................................... B3-1 B 3.1 Site.................................................................................................................. B3-1 B 3.2 Design Features Important for Criticality Control............................................. B3-1 B 3.3 Codes and Standards...................................................................................... B3-2 B 3.4 Site Specific Parameters and Analyses........................................................... B3-7 B 3.5 CANISTER HANDLING FACILITY (CHF)..................................................... B3-11

Table B3-1 List of ASME Code Exceptions for the NAC-UMS SYSTEM....................... B3-3 Table B3-2 Load Combinations and Service Condition Definitions for the CANISTER HANDLING FACILITY (CHF) Structure................................... B3-13

Certificate of Compliance No. 1015 B-3 Renewed Amendment No. 7

Approved Contents B 2.0

1.0 [Reserved]

Certificate of Compliance No. 1015 B1-1 Renewed Amendment No. 7

Approved Contents B 2.0

B 2.0 APPROVED CONTENTS

B 2.1 Fuel Specifications and Loading Conditions The NAC-UMS System is designed to provide passive dry storage of canistere d PWR and BWR spent fuel. The system requires few operating controls. The principal controls and limits for the NAC-UMS SYSTEM are satisfied by the selection of fuel for storage that meets the Approved Contents presented in this sect ion and in Tables B2-1 through B2-5 for the standard NAC-UMS SYSTEM design basis spent fuels.

This section also permits the loading of fuel assemblies that are unique to specific reactor sites. SITE SPECIFIC FUEL assembly configurations are e ither shown to be bounded by the analysis of the standard NAC-UMS System design basis fuel assembly configuration of the same type (PWR or BWR), or are shown to be acceptable contents by specific evaluation of the configuration.

The separate specific evaluation may establish different limits, which are maintained by administrative controls for preferential loading. The preferential loading controls allow the loading of unique configurations as compared to the standar d NAC-UMS System design basis spent fuels.

Unless specifically excepted, SITE SPECIFIC FUEL must meet all of the controls and limits specified for the NAC-UMS System.

If any Fuel Specification or Loading Conditions of this section are violated, the following actions shall be completed:

  • The affected fuel assemblies shall be placed in a safe conditi on.
  • Within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />, notify the NRC Operations Center.
  • Within 60 days, submit a special report in accordance with the applicable requirements of 10 CFR 72.75(g).

(continued)

Certificate of Compliance No. 1015 B2-1 Renewed Amendment No. 7 Approved Contents B 2.0

B 2.1.1 Fuel to be Stored in the NAC-UMS SYSTEM

UNDAMAGED FUEL ASSEMBLIES meeting the limits specified in Table s B2-1 through B2-5 may be stored in the NAC-UMS SYSTEM.

B 2.1.2 Maine Yankee SITE SPECIFIC FUEL Preferential Loadin g

The estimated Maine Yankee SITE SPECIFIC FUEL inventory is show n in Table B2-6.

As shown in this table, certain of the Maine Yankee fuel config urations must be preferentially loaded in specific basket fuel tube positions.

Corner positions are used for CONSOLIDATED FUEL, certain HIGH BURNUP FUEL and DAMAGED FUEL or FUEL DEBRIS loaded in a MAINE YANKEE FUEL CAN, for fuel assemblies with missing fuel rods, burnable poison rods or fuel assemblies with fuel rods that have been replaced by hollow zirconium alloy rods. Designation for placement in corner positions results primarily from shielding or criticality evaluations of these fuel configurations. CONSOLIDATED FUEL is conservatively designated for a corner position, even though analysis shows that these lattices could be loaded in any basket position.

Corner positions are positions 3, 6, 19, and 22 in Figure B2-1.

Preferential loading is also used for HIGH BURNUP FUEL not load ed in the MAINE YANKEE FUEL CAN. This fuel is assigned to peripheral locations, positions 1, 2, 3, 6, 7, 12, 13, 18, 19, 22, 23, and 24 in Figure B2-1. The interior locations, positions 4, 5, 8, 9, 10, 11, 14, 15, 16, 17, 20, and 21, must be loaded with fuel that has lower burnup and/or longer cool times to maintain the design basis heat load (23 kW per canister).

One of the two loading patterns (Standard or Preferential) shown in Table B2-8 must be used to load each canister. For the Standard loading pattern, the heat load of each fuel assembly is limited to 0.958 kW. For the Preferential loading pattern, the heat load of the fuel assemblies at the basket periphery locations is limite d to 1.05 kW, and the heat load of the fuel assemblies at the basket interior locations is limited to 0.867 kW. Once selected, all of the spent fuel in that canister must be loaded in accordance with that pattern. Within a pattern, mixing of enrichment and cool time is allowed, but no mixing of loading patterns is permitted. Choosing a Preferential pattern restricts the interior fuel to the cool times shown in the Preferential (I) column, and the peripheral fuel to the cool times shown in the Preferential (P) column.

(continued)

Certificate of Compliance No. 1015 B2-2 Renewed Amendment No. 7 Approved Contents B 2.0

B 2.1.2 Maine Yankee SITE SPECIFIC FUEL Preferential Loadin g (continued)

Fuel assemblies with a control element assembly (CEA) inserted will be loaded in a Class 2 canister and basket due to the increased length of the assembly with the CEA installed. However, these assemblies are not restricted as to loading position within the basket. Fuel assemblies with non-fuel items installed in corner guide tubes of the fuel assembly must also have a flow mixer installed and must be load ed in a basket corner fuel position in a Class 2 canister.

The Transportable Storage Canister loading procedures indicate that loading of a fuel configuration with removed fuel or poison rods, CONSOLIDATED FUEL, or a MAINE YANKEE FUEL CAN with DAMAGED FUEL, FUEL DEBRIS or HIGH BURNUP FUEL, is administratively controlled in accordance with Section B 2.1.

Certificate of Compliance No. 1015 B2-3 Renewed Amendment No. 7 Approved Contents B 2.0

Figure B2-1 PWR Basket Fuel Loading Positions and Minimum Flux Trap Definition

Note: Variations in the dimensions due to fabrication error are permitted provided the minimum flux trap thickness specified in this figure is maintai ned and no more than two affected (out-of-tolerance) disk openings are adjacent to each other.

Certificate of Compliance No. 1015 B2-4 Renewed Amendment No. 7 Approved Contents B 2.0

Figure B2-2 BWR Basket Fuel Loading Positions and Minimum Flux Trap Definition

Note: Variations in the dimensions due to fabrication error are permitted provided the minimum flux trap thickness specified in this figure is maintai ned and no more than two affected (out-of-tolerance) disk openings are adjacent to each other.

Note: Variations in the dimensions due to fabrication error are permitted provided the minimum flux trap thickness specified in this figure is maintai ned and no more than two affected (out-of-tolerance) disk openings are adjacent to each other.

Certificate of Compliance No. 1015 B2-5 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-1 Fuel Assembly Limits I. NAC-UMS CANISTER: PWR FUEL

A. Allowable Contents

1. Uranium oxide PWR UNDAMAGED FUEL ASSEMBLIES listed in Table B2-2 and meeting the following specificat ions:
a. Cladding Type: Zirconium alloy with thickness as specified i n Table B2-2 for the applicable fuel assembly class.
b. Enrichment, Post-irradiation Maximum enrichment limits are shown in Table Cooling Time and Average B2-2. For variable enrichment fuel assemblies, Burnup Per Assembly: maximum enrichments represent peak rod enrichments. Combined minimum enrichment, maximum burnup and minimum cool time limits are shown in Table B2-4.
c. Assembly Average Burnup: Value calculated by averaging the b urnup over the entire fuel region (UO2) of an individual fuel assembly. The maximum assembly average burnup is 60,000 MWd/MTU.
d. Peak Average Rod Burnup: Value calculated by averaging the b urnup in a rod over the length of the rod, then using the highest burnup calculated for any rod as the peak average rod burnup. The maximum peak average rod burnup is 62,500 MWd/MTU.
e. Decay Heat Per Assembly: < 958.3 watts
f. Nominal Fresh Fuel < 178.3 Assembly Length (in.):
g. Nominal Fresh Fuel < 8.54 Assembly Width (in.):
h. Fuel Assembly Weight < 1,602 (lbs.):

Decay heat may be higher for site-specific configurations. A site-specific maximum decay heat of 1.05 kW is specified in Section B 2.1.2.

Includes the weight of nonfuel-bearing components.

B. Quantity per CANISTER: Up to 24 PWR UNDAMAGED F UEL ASSEMBLIES.

C. PWR UNDAMAGED FUEL ASSEMBLIES may contain a flow mixer (thimble plug),

an in-core instrument thimble, a burnable poison rod insert (Cl ass 1 and Class 2 contents) consistent with Table B2-2, or solid stainless steel rods (inserted in the guide tubes).

D. PWR UNDAMAGED FUEL ASSEMBLIES shall not contain a control element assembly, except as permitted for SITE-SPECIFIC FUEL.

Certificate of Compliance No. 1015 B2-6 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-1 Fuel Assembly Limits (continued)

E. Stainless steel spacers may be used in CANISTERS to axially position PWR UNDAMAGED FUEL ASSEMBLIES that are shorter than the available cavity length to facilitate handling.

F. Unenriched fuel assemblies are not authorized for loading.

G. The minimum length of the PWR UNDAMAGED FUEL ASSEMBLY internal structure and bottom end fitting and/or spacers shall ensure that the min imum distance to the fuel region from the base of the CANISTER is 3.2 inches.

H. PWR UNDAMAGED FUEL ASSEMBLIES with one or more grid spacers missing or damaged such that the unsupported length of the fuel rods does not exceed 60 inches. End fitting damage including damaged or missing hold-d own springs is allowed, as long as the assembly can be handled safely by norma l means.

I. PWR UNDAMAGED FUEL ASSEMBLIES not containing the nominal number of fuel rods specified in Table B2-2 must contain solid filler rods tha t displace a volume equal to, or greater than, that of the fuel rod that the filler rod replaces. SITE-SPECIFIC FUEL may contain missing fuel rods or hollow rods without replacement by solid filler rods provided the loading restrictions listed i n Table B2-7 are met.

II. NAC-UMS CANISTER: BWR FUEL

A. Allowable Contents

1. Uranium oxide BWR UNDAMAGED FUEL ASSEMBLIES listed in Table B2-3 and meeting the following specifications:
a. Cladding Type: Zirconium alloy with thickness as specified in Table B2-3 for the applicable fuel assembly class.
b. Enrichment: Maximum INITIAL PEAK PLANAR-AVERAGE ENRICHMENTS are shown in Table B2-3. Combined minimum enrich-ment, maximum burnup and minimum cool time limits are shown in Table B2-5.
c. Decay Heat per Assembly: < 410.7 watts
d. Post-irradiation Cooling Time As specified in Table B2-5 and for the and Average Burnup Per applicable fuel assembly class.

Assembly:

e. Nominal Fresh Fuel Design < 176.1 Assembly Length (in.):

Certificate of Compliance No. 1015 B2-7 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-1 Fuel Assembly Limits (continued)

f. Nominal Fresh Fuel Design < 5.51 Assembly Width (in.):
g. Fuel Assembly Weight (lbs): < 702, including channe ls

B. Quantity per CANISTER: Up to 56 BWR UNDAMAGED FUEL ASSEMBLIE S C. BWR UNDAMAGED FUEL ASSEMBLIES can be unchanneled or channele d with zirconium alloy channels.

D. BWR UNDAMAGED FUEL ASSEMBLIES with stainless steel channels shall not be loaded.

E. Stainless steel fuel spacers may be used in CANISTERS to axi ally position BWR UNDAMAGED FUEL ASSEMBLIES that are shorter than the availab le cavity length to facilitate handling.

F. Unenriched fuel assemblies are not authorized fo r loading.

G. The minimum length of the BWR UNDAMAGED FUEL ASSEMBLY internal structure and bottom end fitting and/or spacers shall ensure th at the minimum distance to the fuel region from the base of the CANIST ER is 6.2 inches.

H. BWR UNDAMAGED FUEL ASSEMBLIES not containing the nominal number of fuel rods specified in Table B2-3 must contain solid filler rods that displace a volume equal to, or greater than, that of the fuel rod that t he filler rod replaces.

Certificate of Compliance No. 1015 B2-8 Renewed Amendment No. 7

Approved Contents B 2.0

Table B2-4 Minimum Cooling Time Versus Burnup/Initial Enrichmen t for PWR Fuel Minimum Assembly Average Burnup 30< Assembly Average Burnup Initial 30 GWd/MTU 35 GWd/MTU Enrichment Minimum Cooling Time [years] Minimum Cooling Time [years]

wt % 235U (E) 14x14 15x15 16x16 17x17 14x14 15x15 16x16 17x17 1.9 E < 2.1 5 5 5 5 7 7 5 7 2.1 E < 2.3 5 5 5 5 7 6 5 6 2.3 E < 2.5 5 5 5 5 6 6 5 6 2.5 E < 2.7 5 5 5 5 6 6 5 6 2.7 E < 2.9 5 5 5 5 6 5 5 5 2.9 E < 3.1 5 5 5 5 5 5 5 5 3.1 E < 3.3 5 5 5 5 5 5 5 5 3.3 E < 3.5 5 5 5 5 5 5 5 5 3.5 E < 3.7 5 5 5 5 5 5 5 5 3.7 E < 3.9 5 5 5 5 5 5 5 5 3.9 E < 4.1 5 5 5 5 5 5 5 5 4.1 E < 4.3 5 5 5 5 5 5 5 5 4.3 E < 4.5 5 5 5 5 5 5 5 5 4.5 E < 4.7 5 5 5 5 5 5 5 5 4.7 E < 4.9 5 5 5 5 5 5 5 5 E 4.9 5 5 5 5 5 5 5 5 Minimum 35< Assembly Average Burnup 40< Assembly Average Burnup Initial 40 GWd/MTU 45 GWd/MTU Enrichment Minimum Cooling Time [years] Minimum Cooling Time [years]

wt % 235U (E) 14x14 15x15 16x16 17x17 14x14 15x15 16x16 17x17 1.9 E < 2.1 10 10 7 10 15 15 11 15 2.1 E < 2.3 9 9 6 9 14 13 9 13 2.3 E < 2.5 8 8 6 8 12 12 8 12 2.5 E < 2.7 8 7 6 7 11 11 7 11 2.7 E < 2.9 7 7 6 7 10 10 7 10 2.9 E < 3.1 7 6 6 7 9 9 7 9 3.1 E < 3.3 6 6 6 6 9 8 7 8 3.3 E < 3.5 6 6 6 6 8 8 7 8 3.5 E < 3.7 6 6 6 6 7 8 7 7 3.7 E < 3.9 6 6 6 6 7 8 7 7 3.9 E < 4.1 6 6 6 6 7 7 7 7 4.1 E < 4.3 5 6 6 6 6 7 7 7 4.3 E < 4.5 5 6 6 6 6 7 7 7 4.5 E < 4.7 5 6 5 6 6 7 6 7 4.7 E < 4.9 5 6 5 6 6 7 6 7 E 4.9 5 6 5 6 6 7 6 7

Certificate of Compliance B2-11 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-4 Minimum Cooling Time Versus Burnup/Initial Enrichmen t for PWR Fuel (continued)

Minimum 45< Assembly Average Burnup Initial 50 GWd/MTU 50< Assembly Average Burnup Enrichment Minimum Cooling Time [years] 55 GWd/MTU Minimum Cooling Time [years]

wt % 235U (E) 14x14 15x15 16x16 17x17 14x14 15x15 16x16 17x17 1.9 E < 2.1 21 21 18 21 27 27 25 27 2.1 E < 2.3 19 19 16 19 25 25 23 25 2.3 E < 2.5 17 17 14 17 23 24 21 24 2.5 E < 2.7 16 16 12 16 21 22 19 22 2.7 E < 2.9 14 14 11 14 20 20 17 20 2.9 E < 3.1 13 13 9 13 18 18 15 18 3.1 E < 3.3 12 12 9 12 17 17 13 17 3.3 E < 3.5 11 11 9 11 15 15 12 15 3.5 E < 3.7 10 10 8 10 14 14 11 14 3.7 E < 3.9 9 10 8 9 13 13 11 13 3.9 E < 4.1 9 10 8 9 12 13 11 12 4.1 E < 4.3 8 10 8 9 11 13 10 12 4.3 E < 4.5 8 9 8 9 10 13 10 12 4.5 E < 4.7 7 9 8 9 10 12 10 12 4.7 E < 4.9 7 9 8 9 9 12 10 12 E 4.9 7 9 8 9 9 12 10 11

Minimum 55< Assembly Average Burnup Initial 60 GWd/MTU Enrichment Minimum Cooling Time [years]

wt % 235U(E)14x1415x1516x1617x17 1.9 E < 2.1 33 34 32 34 2.1 E < 2.3 31 32 30 32 2.3 E < 2.5 29 30 28 30 2.5 E < 2.7 28 28 26 28 2.7 E < 2.9 26 26 24 26 2.9 E < 3.1 24 24 22 24 3.1 E < 3.3 22 23 20 23 3.3 E < 3.5 21 21 18 21 3.5 E < 3.7 19 19 17 20 3.7 E < 3.9 18 18 15 18 3.9 E < 4.1 17 18 14 17 4.1 E < 4.3 15 17 14 16 4.3 E < 4.5 14 17 14 16 4.5 E < 4.7 13 17 14 16 4.7 E < 4.9 12 17 13 16 E 4.9 12 16 13 15

Certificate of Compliance B2-12 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-5 Minimum Cooling Time Versus Burnup/Initial Enrichmen t for BWR Fuel

Minimum Assembly Average Burnup 30< Assembly Average Burnup Initial 30 GWd/MTU 35 GWd/MTU Enrichment Minimum Cooling Time [years] Minimum Cooling Time [years]

wt % 235U (E) 7x7 8x8 9x9 7x7 8x8 9x9 1.9 E < 2.1 5 5 5 8 7 7 2.1 E < 2.3 5 5 5 6 6 6 2.3 E < 2.5 5 5 5 6 5 6 2.5 E < 2.7 5 5 5 5 5 5 2.7 E < 2.9 5 5 5 5 5 5 2.9 E < 3.1 5 5 5 5 5 5 3.1 E < 3.3 5 5 5 5 5 5 3.3 E < 3.5 5 5 5 5 5 5 3.5 E < 3.7 5 5 5 5 5 5 3.7 E < 3.9 5 5 5 5 5 5 3.9 E < 4.1 5 5 5 5 5 5 4.1 E < 4.3 5 5 5 5 5 5 4.3 E < 4.5 5 5 5 5 5 5 4.5 E 4.7 5 5 5 5 5 5

Minimum 35< Assembly Average Burnup 40< Assembly Average Burnup Initial 40 GWd/MTU 45 GWd/MTU Enrichment Minimum Cooling Time [years] Minimum Cooling Time [years]

wt % 235U (E) 7x7 8x8 9x9 7x7 8x8 9x9 1.9 E < 2.1 16 14 15 26 24 25 2.1 E < 2.3 13 12 12 23 21 22 2.3 E < 2.5 11 9 10 20 18 19 2.5 E < 2.7 9 8 8 18 16 17 2.7 E < 2.9 8 7 7 15 13 14 2.9 E < 3.1 7 6 6 13 11 12 3.1 E < 3.3 6 6 6 11 10 10 3.3 E < 3.5 6 5 6 9 8 9 3.5 E < 3.7 6 5 6 8 7 7 3.7 E < 3.9 6 5 5 7 6 7 3.9 E < 4.1 5 5 5 7 6 7 4.1 E < 4.3 5 5 5 7 6 6 4.3 E < 4.5 5 5 5 6 6 6 4.5 E 4.7 5 5 5 6 6 6

Certificate of Compliance B2-13 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-6 Maine Yankee Site Specific Fuel Canister Loading Pos ition Summary

Est. Number of Site Specific Spent Fuel Configurations 1 Assemblies2 Canister Loading Position Total Number of Fuel Assemblies 3 1,434 Any Inserted Control Element Assembly (CEA) 168 Any Inserted In-Core Instrument (ICI) Thimble 138 Any Consolidated Fuel 2 Corner4 Fuel Rod Replaced by Rod Enriched to 1.95 wt % 3 Any Fuel Rod Replaced by Stainless Steel Rod or Zirconium 18 Any Alloy Rod Fuel Rods Removed 10 Corner4 Variable Enrichment6 72 Any Variable Enrichment and Axial Blanket 6 68 Any Burnable Poison Rod Replaced by Hollow Zirconium Alloy 80 Corner4 Rod Damaged Fuel in MAINE YANKEE FUEL CAN 12 Corner4 Burnup between 45,000 and 50,000 MWD/MTU 90 Periphery5 MAINE YANKEE FUEL CAN As Required Corner4 Inserted Start-up Source 4 Corner4 Inserted CEA Finger Tip or ICI String Segment 1 Corner4

1. All spent fuel, including that held in a Maine Yankee fuel c an, must conform to the loading limits presented in Tables B2-8 and B2-9 for cool time.
2. The number of fuel assemblies in some categories may vary de pending on future fuel inspections.
3. Includes these site specific spent fuel configurations and s tandard fuel assemblies. Standard fuel assemblies may be loaded in any canister position.
4. Basket corner positions are positions 3, 6, 19, and 22 in Fi gure B2-1. Corner positions are also periphery positions.
5. Basket periphery positions are positions 1, 2, 3, 6, 7, 12, 13, 18, 19, 22, 23, and 24 in Figure B2-1. Periphery positions include the corner positions.
6. Variably enriched fuel assemblies have a maximum burnup of l ess than 30,000 MWD/MTU and enrichments greater than 1.9 wt %. The minimum required co ol time for these assemblies is 5 years.

Certificate of Compliance B2-14 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-7 Maine Yankee Site Specific Fuel Limits

A. Allowable Contents

1. Combustion Engineering 14 x 14 PWR UNDAMAGED FUEL ASSEMBLIES meeting the specifications presented in Tables B2-1, B2-2 and B2-4.
2. PWR UNDAMAGED FUEL ASSEMBLIES may contain inserted Control Element Assemblies (CEA), In-Core Instrument (ICI) Thimbles or Flow Mixers. CEAs or Flow Mixers may not be inserted in damaged fuel assemblies, consolidated fu el assemblies or assemblies with irradiated stainless steel replacement rods. F uel assemblies with a CEA or Flow Mixer inserted must be loaded in a Class 2 CANISTER and cannot be loaded in a Class 1 CANISTER. Fuel assemblies without an inserted CEA or C EA Plug, including those with inserted ICI Thimbles, must be loaded in a Class 1 C ANISTER.
3. PWR UNDAMAGED FUEL ASSEMBLIES with fuel rods replaced with s tainless steel or zirconium alloy rods or with uranium oxide rods nominally enric hed up to 1.95 wt %.
4. PWR UNDAMAGED FUEL ASSEMBLIES with fuel rods having variable enrichments with a maximum fuel rod enrichment up to 4.21 wt % 235U and that also have a maximum planar average enrichment up to 3.99 wt % 235U.
5. PWR UNDAMAGED FUEL ASSEMBLIES with annular axial end blankets. The axial end blanket enrichment may be up to 2.6 wt % 235U.
6. PWR UNDAMAGED FUEL ASSEMBLIES with solid filler rods or burnable poison rods occupying up to 16 of 176 fuel rod positions.
7. PWR UNDAMAGED FUEL ASSEMBLIES with one or more grid spacers missing or damaged such that the unsupported length of the fuel rods does not exceed 60 inches or with end fitting damage, including damaged or missing hold-down springs, as long as the assembly can be handled safely by normal means.

B. Allowable Contents requiring preferential loading based on s hielding, criticality or thermal constraints. The preferential loading requirement for these fu el configurations is as described in Table B2-6.

1. PWR UNDAMAGED FUEL ASSEMBLIES with up to 176 fuel rods missing from the fuel assembly lattice.
2. PWR UNDAMAGED FUEL ASSEMBLIES with a burnup between 45,000 a nd 50,000 MWd/MTU that must be loaded in accordance with Tables B2 -6 and B2-8.
3. PWR UNDAMAGED FUEL ASSEMBLIES with a burnable poison rod replaced by a hollow zirconium alloy rod.

Certificate of Compliance B2-15 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-7 Maine Yankee Site Specific Fuel Limits (continued)

4. UNDAMAGED FUEL ASSEMBLIES with a start-up source in a center guide tube. The assembly must be loaded in a basket corner position and must be loaded in a Class 1 CANISTER. Only one (1) start-up source may be loaded in any fuel assembly or any CANISTER.
5. PWR UNDAMAGED FUEL ASSEMBLIES with CEA ends (finger tips) an d/or ICI segment inserted in corner guide tube positions. The assembly must also have a CEA plug installed. The assembly must be loaded in a basket corner posi tion and must be loaded in a Class 2 CANISTER.
6. UNDAMAGED FUEL ASSEMBLIES may be loaded in a MAINE YANKEE FUEL CAN.
7. FUEL enclosed in a MAINE YANKEE FUEL CAN. The MAINE YANKEE FUEL CAN can only be loaded in a Class 1 CANISTER. The contents that must b e loaded in the MAINE YANKEE FUEL CAN are:

a) PWR fuel assemblies with up to two UNDAMAGED or DAMAGED FUEL rods inserted in each fuel assembly guide tube or with up to two bur nable poison rod s inserted in each guide tube. The rods inserted in the guide tu bes cannot be from a different fuel assembly. The maximum number of rods in the fue l assembly (fuel rods plus inserted rods, including burnable poison rods) is 176.

b) A DAMAGED FUEL ASSEMBLY with up to 100% of the fuel rods cla ssified as damaged and/or damaged or missing assembly hardware components. A DAMAGED FUEL ASSEMBLY cannot have an inserted CEA or other nonf uel component.

c) Individual UNDAMAGED or DAMAGED FUEL rods in a rod type structure, which may be a guide tube, to maintain configuration control.

d) FUEL DEBRIS consisting of fuel rods with exposed fuel pellet s or individual intact or partial fuel pellets not contained in fuel rods.

Certificate of Compliance No. 1015 B2-16 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-7 Maine Yankee Site Specific Fuel Limits (continued)

e) CONSOLIDATED FUEL lattice structure with a 17 x 17 array for med by grids and top and bottom end fittings connected by four solid stainless steel rods. Maximum contents are 289 fuel rods having a total lattice weight 2,100 pounds. A CONSOLIDATED FUEL lattice cannot have an inserted CEA or other nonfuel component. Only one CONSOLIDATED FUEL lattice may be stored in any CANISTER.

C. Unenriched fuel assemblies are not authorized for loading.

D. A canister preferentially loaded in accordance with Table B2-8 may only contain fuel assemblies selected from the same loading patte rn.

Certificate of Compliance No. 1015 B2-17 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-8 Loading Table for Maine Yankee CE 14 x 14 Fuel wit h No Non-Fuel Material -

Required Cool Time in Years Before Assembly is Acceptable Burnup 30 GWD/MTU - Minimum Cool Time [years] for Enrichment Standard1 Preferential (I)2 Preferential (P)3 1.9 E < 2.1 5 5 5 2.1 E < 2.3 5 5 5 2.3 E < 2.5 5 5 5 2.5 E < 2.7 5 5 5 2.7 E < 2.9 5 5 5 2.9 E < 3.1 5 5 5 3.1 E < 3.3 5 5 5 3.3 E < 3.5 5 5 5 3.5 E < 3.7 5 5 5 3.7 E 4.2 5 5 5 30 < Burnup 35 GWD/MTU - Minimum Cool Time

[years] for Enrichment Standard1 Preferential (I)2 Preferential (P)3 1.9 E < 2.1 5 5 5 2.1 E < 2.3 5 5 5 2.3 E < 2.5 5 5 5 2.5 E < 2.7 5 5 5 2.7 E < 2.9 5 5 5 2.9 E < 3.1 5 5 5 3.1 E < 3.3 5 5 5 3.3 E < 3.5 5 5 5 3.5 E < 3.7 5 5 5 3.7 E 4.2 5 5 5 35 < Burnup 40 GWD/MTU - Minimum Cool Time

[years] for Enrichment Standard1 Preferential (I)2 Preferential (P)3 1.9 E < 2.1 7 7 5 2.1 E < 2.3 6 6 5 2.3 E < 2.5 6 6 5 2.5 E < 2.7 5 6 5 2.7 E < 2.9 5 6 5 2.9 E < 3.1 5 6 5 3.1 E < 3.3 5 6 5 3.3 E < 3.5 5 6 5 3.5 E < 3.7 5 6 5 3.7 E 4.2 5 6 5

1. Standard loading pattern: allowable decay heat = 0.958 kW per assembly
2. Preferential loading pattern, interior basket locations: allowable heat decay = 0.867 kW per assembly
3. Preferential loading pattern, periphery basket locations: allowable heat decay = 1.05 kW per assembly

Certificate of Compliance No. 1015 B2-18 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-8 Loading Table for Maine Yankee CE 14 x 14 Fuel with No Non-Fuel Material -

Required Cool Time in Years Before Assembly is Acceptable (Cont inued)

40 < Burnup 45 GWD/MTU - Minimum Cool Time

[years] for Enrichment Standard1 Preferential (I)2 Preferential (P)3 1.9 E < 2.1 11 11 6 2.1 E < 2.3 9 9 6 2.3 E < 2.5 8 8 6 2.5 E < 2.7 7 7 6 2.7 E < 2.9 7 7 6 2.9 E < 3.1 6 7 6 3.1 E < 3.3 6 7 5 3.3 E < 3.5 6 7 5 3.5 E < 3.7 6 7 5 3.7 E 4.2 6 7 5 45 < Burnup 50 GWD/MTU - Minimum Cool Time

[years] for Enrichment Standard1 Preferential (I)2 Preferential (P)3 1.9 E < 2.1 Not allowed Not allowed 7 2.1 E < 2.3 Not allowed Not allowed 7 2.3 E < 2.5 Not allowed Not allowed 7 2.5 E < 2.7 Not allowed Not allowed 7 2.7 E < 2.9 Not allowed Not allowed 7 2.9 E < 3.1 Not allowed Not allowed 7 3.1 E < 3.3 Not allowed Not allowed 7 3.3 E < 3.5 Not allowed Not allowed 6 3.5 E < 3.7 Not allowed Not allowed 6 3.7 E 4.2 Not allowed Not allowed 6

1. Standard loading pattern: allowable decay heat = 0.958 kW per assembly
2. Preferential loading pattern, interior basket locations: a llowable heat decay = 0.867 kW per assembly
3. Preferential loading pattern, periphery basket locations: allowable heat decay = 1.05 kW per assembly

Certificate of Compliance No. 1015 B2-19 Renewed Amendment No. 7 Approved Contents B 2.0

Table B2-9 Loading Table for Maine Yankee CE 14 x 14 Fuel Conta ining CEA Cooled to Indicated Time 30 GWD/MTU Burnup - Minimum Cool Time in Years for Enrichment No CEA (Class 2) 5 Year CEA 10 Year CEA 15 Year CEA 20 Year CEA 1.9 E < 2.1 5 5 5 5 5 2.1 E < 2.3 5 5 5 5 5 2.3 E < 2.5 5 5 5 5 5 2.5 E < 2.7 5 5 5 5 5 2.7 E < 2.9 5 5 5 5 5 2.9 E < 3.1 5 5 5 5 5 3.1 E < 3.3 5 5 5 5 5 3.3 E < 3.5 5 5 5 5 5 3.5 E < 3.7 5 5 5 5 5 3.7 E 4.2 5 5 5 5 5 30 < Burnup 35 GWD/MTU - Minimum Cool Time in Years for Enrichment No CEA (Class 2) 5 Year CEA 10 Year CEA 15 Year CEA 20 Year CEA 1.9 E < 2.1 5 5 5 5 5 2.1 E < 2.3 5 5 5 5 5 2.3 E < 2.5 5 5 5 5 5 2.5 E < 2.7 5 5 5 5 5 2.7 E < 2.9 5 5 5 5 5 2.9 E < 3.1 5 5 5 5 5 3.1 E < 3.3 5 5 5 5 5 3.3 E < 3.5 5 5 5 5 5 3.5 E < 3.7 5 5 5 5 5 3.7 E 4.2 5 5 5 5 5 35 < Burnup 40 GWD/MTU - Minimum Cool Time in Years for Enrichment No CEA (Class 2) 5 Year CEA 10 Year CEA 15 Year CEA 20 Year CEA 1.9 E < 2.1 7 7 7 7 7 2.1 E < 2.3 6 6 6 6 6 2.3 E < 2.5 6 6 6 6 6 2.5 E < 2.7 5 6 5 5 5 2.7 E < 2.9 5 6 5 5 5 2.9 E < 3.1 5 6 5 5 5 3.1 E < 3.3 5 5 5 5 5 3.3 E < 3.5 5 5 5 5 5 3.5 E < 3.7 5 5 5 5 5 3.7 E 4.2 5 5 5 5 5 40 < Burnup 45 GWD/MTU - Minimum Cool Time in Years for Enrichment No CEA (Class 2) 5 Year CEA 10 Year CEA 15 Year CEA 20 Year CEA 1.9 E < 2.1 11 11 11 11 11 2.1 E < 2.3 9 9 9 9 9 2.3 E < 2.5 8 8 8 8 8 2.5 E < 2.7 7 7 7 7 7 2.7 E < 2.9 7 7 7 7 7 2.9 E < 3.1 6 6 6 6 6 3.1 E < 3.3 6 6 6 6 6 3.3 E < 3.5 6 6 6 6 6 3.5 E < 3.7 6 6 6 6 6 3.7 E 4.2 6 6 6 6 6

Certificate of Compliance No. 1015 B2-20 Renewed Amendment No. 7 Design Features B 3.0

B 3.0 DESIGN FEATURES

B 3.1 Site B 3.1.1 Site Location The NAC-UMS SYSTEM is authorized for general use by 10 CFR 50 license holders at various site locations under the provisions of 10 CF R 72, Subpart K.

B 3.2 Design Features Important for Criticality Control

B 3.2.1 CANISTER a) Minimum 10B loading in the neutron absorbers:

1. PWR - 0.025g/cm2
2. BWR - 0.011g/cm2 b) Minimum length of UNDAMAGED FUEL ASSEMBLY internal structure and bottom end fitting and/or spacers shall ensure the minimum dist ance to the fuel region from the base of the CANI STER is:
1. PWR - 3.2 inches
2. BWR - 6.2 inches c) Soluble boron concentration in the PWR fuel pool and CANISTER water:
1. Fuel meeting the enrichment limits in Table B2-2 without bor on - 0 ppm.
2. Fuel meeting the enrichment limits in Table B2-2 with boron 1000 ppm.

d) Minimum water temperature for PWR fuel to ensure boron is so luble:

1. Temperature should be 5 - 10 oF higher than the minimum needed to ensure solubility.

e) Minimum flux trap (structural disk web) thickness is specifi ed per Figure B2-1 (PWR) and Figure B2-2 (BWR).

(continued)

Certificate of Compliance No. 1015 B3-1 Renewed Amendment No. 7 Design Features B 3.0

B 3.3 Codes and Standards The American Society of Mechanical Engineers Boiler and Pressur e Vessel Code (ASME Code), 1995 Edition with Addenda through 1995, is the governing Code for the NAC-UMS CANISTER.

The American Concrete Institute Specifications ACI-349 (1985) and ACI-318 (1995) govern the NAC-UMS CONCRETE CASK design and construction, respectively.

The American National Standards Institute ANSI N14.6 (1993) and NUREG-0612 govern the NAC-UMS TRANSFER CASK design, operation, fabrication, testing, inspection and maintenance.

B 3.3.1 Exceptions to Codes, Standards, and Criteria Table B3-1 lists exceptions to the ASME Code for the design of the NAC-UMS SYSTEM.

B 3.3.2 Construction/Fabrication Exceptions to Codes, Standards, and Criteria

Proposed alternatives to ASME Code,Section III, 1995 Edition with Addenda, through 1995, including exceptions listed in Specification B3.3.1, may be used when authorized by the Director of the Office of Nuclear Materi al Safety and Safeguards or designee. The request for such alternatives shou ld demonstrate that:

1. The proposed alternatives would provide an acceptable level of quality and safety, or
2. Compliance with the specified requirements of ASME Code, Sec tion III, 1995 Edition with Addenda through 1995, would result in hardship or unusual difficulty without a compensating increase in the level of qual ity and safety.

Requests for exceptions shall be submitted in accordance with 1 0 CFR 72.4.

Certificate of Compliance No. 1015 B3-2 Renewed Amendment No. 7 Design Features B 3.0

Table B3-1 List of ASME Code Exceptions for the NAC-UMS SYSTEM

Component Reference ASME Code Requirement Exception, Justification and Code Compensatory Measures Section/Article CANISTER NB-1100 Statement of CANISTER is designed and will be requirements for Code fabricated in accordance with ASME stamping of Code,Section III, Subsection NB to the components. maximum practical extent, but Code stamping is not required. The completion of an ASME Design Specification, Design Report and Overpressure Protection Report is not required.

CANISTER NB-2000 Requirements for Materials will be supplied by NAC-materials to be supplied approved suppliers with Certified by ASME-approved Material Test Reports (CMTRs) in material supplier. accordance to NB-2000 requirements.

CANISTER NB-2500 Repairs to pressure-In accordance with ASME Code Case retaining material from N-595-4, a loaded CANISTER shell which a defect(s) has examination of a weld repair of been removed are to be material within 1/2-inch of a closure examined by magnetic weld may be done by progressive particle or dye penetrant magnetic particle or dye penetrant methods. If the depth of examination methods for each weld the repair exceeds the layer 1/4-inch and final surface.

lesser of 3/8-inch or 10% of the section thickness, examination is to be by radiography.

CANISTER NB-4243 Full penetration welds Shield lid and structural lid to Shield Lid required for Category C CANISTER shell welds are not full and joints (flat head to main penetration welds. These field welds Structural Lid shell per NB-3352.3). are performed independently to Welds provide a redundant closure.

CANISTER NB-4421 Requires removal of Structural lid to CANISTER shell weld Structural Lid backing ring. uses a backing ring that is not Weld removed. The backing ring permits completion of the groove weld; it is not considered in any analyses; and it has no detrimental effect on the CANISTERs function.

Certificate of Compliance No. 1015 B3-3 Renewed Amendment No. 7 Design Features B3.0

Table B3-1 List of ASME Code Exceptions for the NAC-UMS SYSTEM (continued)

Component Reference ASME Code Requirement Exception, Justification and Code Compensatory Measures Section/Article CANISTER NB-5230 Radiographic (RT) or Root and final surface liquid penetrant Vent Port ultrasonic (UT) examination to be performed per Cover and examination required. ASME Code Section V, Article 6, with Drain Port acceptance in accordance with ASME Cover to Code,Section III, NB-5350.

Shield Lid Welds; Shield Lid to Canister Shell Weld CANISTER NB-5230 Radiographic (RT) or The CANISTER structural lid to Structural Lid ultrasonic (UT) CANISTER shell closure weld is to Shell Weld examination required. performed in the field following fuel assembly loading. The structural lid-to-shell weld will be verified by either ultrasonic (UT) or progressive liquid penetrant (PT) examination. If progressive PT examination is used, at a minimum, it must include the root and final layers and each approximately 3/8 inch of weld depth.

If UT examination is used, it will be followed by a final surface PT examination. For either UT or PT examination, the maximum, undetectable flaw size is demonstrated to be smaller than the critical flaw size.

The critical flaw size is determined in accordance with ASME Code,Section XI methods. The examination of the weld will be performed by qualified personnel per ASME Code Section V, Articles 5 (UT) and 6 (PT) with acceptance per ASME Code Section III, NB-5332 (UT) per 1995 Addenda, and NB-5350 for (PT).

Certificate of Compliance No. 1015 B3-4 Renewed Amendment No. 7 Design Features B 3.0

Table B3-1 List of ASME Code Exceptions for the NAC-UMS SYSTEM (continued)

Component Reference ASME Code Requirement Exception, Justification and Code Compensatory Measures Section/Article CANISTER NB-6111 All completed pressure The CANISTER shield lid to shell weld Vessel and retaining systems shall is performed in the field following fuel Shield Lid be pressure tested. assembly loading. The CANISTER is then pneumatically (air/nitrogen/

helium-over-water) pressure tested as defined in Chapter 9 and described in Chapter 8. Accessibility for leakage inspections precludes a Code compliant hydrostatic test. The shield lid-to-shell weld is also leak tested to the leak-tight criteria of ANSI N14.5.

The vent port and drain port cover welds are examined by root and final PT examination. The structural lid weld is examined by progressive PT or UT and final surface PT.

CANISTER NB-7000 Vessels are required to No overpressure protection is Vessel have overpressure provided. The function of the protection. CANISTER is to confine radioactive contents under normal, off-normal, and accident conditions of storage. The CANISTER vessel is designed to withstand a maximum internal pressure considering 100% fuel rod failure and maximum accident temperatures.

CANISTER NB-8000 States requirements for The NAC-UMS SYSTEM is marked Vessel nameplates, stamping and identified in accordance with 10 and reports per NCA-CFR 72 requirements. Code stamping 8000. is not required. The QA data package will be in accordance with NACs approved QA program. The completion of an ASME Design Specification, Design Report and Overpressure Protection Report is not required.

Certificate of Compliance No. 1015 B3-5 Renewed Amendment No. 7 Design Features B 3.0

Table B3-1 List of ASME Code Exceptions for the NAC-UMS SYSTEM (continued)

Component Reference ASME Code Requirement Exception, Justification and Code Compensatory Measures Section/Article CANISTER NG-2000 Requires materials to Materials to be supplied by NAC-Basket be supplied by ASME approved suppliers with CMTRs in Assembly approved material accordance with NG-2000 supplier. requirements.

CANISTER NG-8000 States requirements for The NAC-UMS SYSTEM will be Basket nameplates, stamping marked and identified in accordance Assembly and reports per NCA-with 10 CFR 72 requirements. No 8000. Code stamping is required. The CANISTER basket data package will be in accordance with NACs approved QA program.

CANISTER NB-2130/ NG-2130 States requirements for The NAC-UMS CANISTER and Vessel and certification of material Basket Assembly component materials Basket organizations and are procured in accordance with the Assembly materials to NCA-3861 specifications for materials in ASME Material and NCA-3862, Code Section II with Certified Material respectively. Test Reports. The component materials will be obtained from NAC approved Suppliers in accordance with NACs approved QA program.

Certificate of Compliance No. 1015 B3-6 Renewed Amendment No. 7 Design Features B 3.0

B 3.4 Site Specific Parameters and Analyses This section presents site-specific parameters and analytical b ases that must be verified by the NAC-UMS SYSTEM user. The parameters and bases presented in Section B.3.4.1 are those applied in the design basis analysis. The parameters and bases u sed in the evaluation of SITE SPECIFIC FUEL are presented in the appropriate sections below.

B 3.4.1 Design Basis Site Specific Parameters and Analyses

The design basis site-specific parameters and analyses that require verification by the NAC-UMS SYSTEM user are:

1. The temperature of 76° F is the maximum average yearly temperature. The 3-day average ambient temperature shall be 106 °F or less.
2. The allowed temperature extremes, averaged over a 3-day period, shall be greater than -40°F and less than 133 °F.
3. a) The design basis earthquake horizontal and vertical seismic acceleration levels at the top surface of the ISFSI pad or at the center of gravity of the loaded concrete cask on the ISFSI pad are bounded by the values shown:

Horizontal g-level in each of Two Coefficient Orthogonal Corresponding Configuration of Friction Directions Vertical g-level Standard 0.35 0.26g 0.26g Standard 0.40 0.29g 0.29g Note: For a condition of a degraded coefficient of friction, si te-specific analysis may be performed in accordance with 3.4.1(3)(b).

b) Alternatively, the design basis earthquake motion of the IS FSI pad may be limited so that the acceleration g-load resulting from the coll ision of two sliding casks remains bounded by the accident condition analyses presented in Chapter 11 of the FSAR.

Site-specific analysis by the cask user shall demonstrate that a cask does not slide off the ISFSI pad.

(continued)

Certificate of Compliance No. 1015 B3-7 Renewed Amendment No. 7 Design Features B3.0

B 3.4.1 Design Basis Site Specific Parameters and Analyses (con tinued)

4. The analyzed flood condition of 15 fps water velocity and a height of 50 feet o f water (full submergence of the loade d cask) are not exceeded.
5. The potential for fire and explosion shall be addressed, bas ed on site-specific considerations. This includes the condition that the fuel tank of the cask handling equipment used to move the loaded CONCRETE CASK onto o r from the ISFSI site contains no more than 50 gallons of fuel.

6 In cases where engineered features (i.e., berms, shield walls ) are used to ensure that requirements of 10 CFR 72.104(a) are met, such feat ures are to be considered important to safety and must be evaluated to determi ne the applicable Quality Assurance Category on a site specific basis.

7. TRANSFER CASK OPERATIONS shall only be conducted with surrounding air temperatures 0°F.
8. The VERTICAL CONCRETE CASK shall only be lifted by the lifting lugs with surrounding air temperatures 0°F.

`

Certificate of Compliance No. 1015 B3-8 Renewed Amendment No. 7 Design Features B 3.0

B 3.4.2 Maine Yankee Site Specific Parameters and Analyses

The design basis site-specific parameters and analyses that require verification by Maine Yankee are:

1. The temperature of 76°F is the maximum average yearly temperature. The 3-day average ambient temperature shall be 106 °F or less.
2. The allowed temperature extremes, averaged over a 3-day peri od, shall be greater than -40°F and less than 133 °F.
3. The design basis earthquake horizontal and vertical seismic acceleration levels at the top surface of the ISFSI pad are bounded by the values s hown:

Configuration Coefficient Horizontal g-level Corresponding of Friction in each of Two Vertical Orthogonal Directions1 g-level (upward)

Maine Yankee 0.50 0.38 0.38 x 0.667 =

0.253g 1 Earthquake loads are applied to the center of gravity of the co ncrete cask on the ISFSI pad.

4. The analyzed flood condition of 15 fps water velocity and a height of 50 feet of water (full submergence of the loaded cask) are not exceeded.
5. The potential for fire and explosion shall be addressed, bas ed on site-specific considerations. This includes the condition that the fuel tank of the cask handling equipment used to move the loaded CONCRETE CASK onto or from the ISFSI site contains no more than 50 gallons of fuel.
6. Physical testing shall be conducted to demonstrate that the coefficient of friction between the concrete cask and ISFSI pad surface is at least 0.5.

(continued)

Certificate of Compliance No. 1015 B3-9 Renewed Amendment No. 7 Design Features B 3.0

B 3.4.2 Maine Yankee Site Specific Parameters and Analyses (co ntinued)

7. In addition to the requirements of 10 CFR 72.212(b)(2)(ii), t he ISFSI pad(s) and foundation shall meet the design basis earthquake horizontal an d vertical seismic acceleration levels at the top surface of the ISFSI pad as specified in B 3.4.2 (3).

The surface of the ISFSI pad shall have a broom finish or brush ed surface as defined in ACI 116R-90 and described in Sections 7.12 and 7.13.4 of ACI 302.1R.

8. In cases where engineered features (i.e., berms, shield wall s) are used to ensure that requirements of 10 CFR 72.104(a) are met, such features are to be considered important to safety and must be evaluated to determi ne the applicable Quality Assurance Category on a site specific basis.
9. TRANSFER CASK OPERATIONS shall only be conducted with surrou nding air temperatures 0°F.

Certificate of Compliance No. 1015 B3-10 Renewed Amendment No. 7 Design Features B 3.0

B 3.5 CANISTER HANDLING FACILITY (CHF)

B 3.5.1 TRANSFER CASK and CANISTER Lifting Devices Movements of the TRANSFER CASK and CANISTER outside of the 10 C FR 50 licensed facilities, when loaded with spent fuel are not per mitted unless the movements are made with a CANISTER HANDLING FACILITY designed, operated, fabricated, tested, inspected and maintained in accordance with the guidelines of NUREG-0612, Control of Heavy Loads at Nuclear Po wer Plants and the below clarifications. This Technical Specification doe s not apply to handling heavy loads under a 10 CFR 50 license.

B 3.5.2 CANISTER HANDLING FACILITY Structure Requirements B 3.5.2.1 CANISTER Station and Stationary Lifting Devices

1. The weldment structure of the CANISTER HANDLING FACILITY shall be designed to comply with the stress limits of ASME Code,

Section III, Subsection NF, Class 3 for linear structures. The applicable loads, load combinations, and associated service condition definitions are provided in Table B3-2. All compress ion loaded members shall satisfy the buckling criteria of ASME Code,

Section III, Subsection NF.

2. If a portion of the CANISTER HANDLING FACILITY structure i s constructed of reinforced concrete, then the factored load combinations set forth in ACI-318 (1995) for the loads defined in Table B3-2 shall apply.
3. The TRANSFER CASK and CANISTER lifting device used with the CANISTER HANDLING FACILITY shall be designed, fabricated, operated, tested, inspected and maintained in accordance with NUREG-0612, Se ction 5.1.

(continued)

Certificate of Compliance No. 1015 B3-11 Renewed Amendment No. 7 Design Features B 3.0

B 3.5.2.1 CANISTER HANDLING Station and Stationary Lifting Dev ices (continued)

4. The CHF design shall incorporate an impact limiter for CANIS TER lifting and movement if a qualified single failure proof crane is not used. The impact limiter must be designed and fabricated to ensure that, if a CANISTER is dropped, the confinement boundary of the CANISTER would not be breached.

B 3.5.2.2 Mobile Lifting Devices If a mobile lifting device is used as the lifting device, in li eu of a stationary lifting device, it shall meet the guidelines of NURE G-0612, Section 5.1, with the following clarifications:

1. Mobile lifting devices shall have a minimum safety factor of two over the allowable load table for the lifting device in accorda nce with the guidance of NUREG-0612, Section 5.1.6(1)(a) and shall be capable of stopping and holding the load during a Design Bas is Earthquake (DBE) event.
2. Mobile lifting devices shall conform to the requirements of ANSI B30.5, Mobile and Locomotive Cranes, in lieu of the requirements of ANSI B30.2, Overh ead and Gantry Cranes.
3. Mobile cranes are not required to meet the requirements of NUREG-0612, Section 5.1.6(2) for new cranes.

Certificate of Compliance No. 1015 B3-12 Renewed Amendment No. 7 Design Features B 3.0

Table B3-2 Load Combinations and Service Condition Definitions for the CANISTER HANDLING FACILITY (CHF) Structure

Load Combination ASME Section III Service Comment Condition for Definition of Allowable Stress D* All primary load bearing Level A members must satisfy Level A D + S stress limits D + M + W1 Factor of safety against overturning shall be 1.1 D + F Level D D + E

D + Y

D = Crane hook dead load D* = Apparent crane hook dead load S = Snow and ice load for the CHF site M = Tornado missile load of the CHF site 1 W = Tornado wind load for the CHF site 1 F = Flood load for the CHF site E = Seismic load for the CHF site Y = Tsunami load for the CHF site

Note:

1. Tornado missile load may be reduced or eliminated based on a PRA for the CHF site.

Certificate of Compliance No. 1015 B3-13 Renewed Amendment No. 7

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