Ontario Power Generation's Response to the Joint Review

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OPG’s L&ILW Deep Geologic Repository Project Tracking Tables for IR Responses, Design Updates and Corrections, Rev.3 Section/Figure/Table in Document Sec. 6.3 Underground Facilities Fig. 6-6 Isometric View of the Repository Level Fig. 6-7 DGR Base Case Layout Preliminary Safety Report (00216-SR-01320-00001 R000) Information Type Scope of New Information Information Source CEAA Registry Item Response to Information Requests Sec. 6.3.1.2 Shaft Liner Response to Information Requests Sec. 6.3.1.4 Main Koepe Friction Hoist Provides clarification of postclosure safety relevance of some design features Provides clarification on panel room development procedures Provides clarification on emergency egress via personnel access doors placed in each emplacement room end-wall Design update Updates configuration of underground services area Design update Updates configuration of underground services area Provides additional design information on shaft liners Provides clarification on design information of shaft liners Design update Updates design description of main shaft cage Response to IR-LPSC-02-55 in OPG Response to IR Package #2 Letter dated Jun.1, 2012 [4] Response to IR-EIS-03-53 in OPG Response to IR Package #3 Letter dated Jul.9, 2012 [5] Response to IR-LPSC-03-60 in OPG Response to IR Package #3 Letter dated Jul.9, 2012 [5] Item #1 in OPG Design Updates Letter dated Feb.10, 2012 [1] Item #1 in OPG Design Updates Letter dated Feb.10, 2012 [1] Response to IR-LPSC-01-17 in OPG Response to IR Package #1 Letter dated Mar.9, 2012 [3] Submission of supplementary material to IR Package #1 Response to IR-LPSC-01-05 and IR-LPSC-03-17 Letter dated Jul.10, 2012 [6] Item #5 in OPG Design Updates Letter dated Feb.10, 2012 [1] Sec. 6.3.2.1 Layout Design update Updates the ventilation shaft layout Item #4 in OPG Design Updates Letter dated Feb.10, 2012 [1] 523 608 608 336 336 363 606 336 336 Page 82 of 138 New
OPG’s L&ILW Deep Geologic Repository Project Tracking Tables for IR Responses, Design Updates and Corrections, Rev.3 Section/Figure/Table in Document Sec. 6.3.2.2 Shaft Liner Response to Information Requests Sec. 6.3.2.3 Ventilation Shaft Hoisting System Fig. 6-10 Cross-Sectional View of Ventilation Shaft Sec. 6.3.2.4 Ventilation Shaft Conveyances Fig. 6-11 Permanent Skip and Bale with Cage Sec. 6.3.3 Shaft Safety Systems Sec. 6.3.4 Underground Shaft and Services Area Preliminary Safety Report (00216-SR-01320-00001 R000) Information Type Scope of New Information Information Source CEAA Registry Item Provides clarification on design information of shaft liners Design update Updates design description of ventilation shaft hoist arrangements Response to Information Requests Provides clarification on emergency egress duties required of the ventilation shaft Submission of supplementary material to IR Package #1 Response to IR-LPSC-01-05 and IR-LPSC-03-17 Letter dated Jul.10, 2012 [6] Item #4 in OPG Design Updates Letter dated Feb.10, 2012 [1] Response to IR-LPSC-03-60 in OPG Response to IR Package #3 Letter dated Jul.9, 2012 [5] Design update Updates the ventilation shaft layout Item #4 in OPG Design Updates Letter dated Feb.10, 2012 [1] Design update Updates design description of shaft conveyances Item #4 in OPG Design Updates Letter dated Feb.10, 2012 [1] Correction Change in para 1 on p.317 Item #1 in OPG Corrections Letter dated Feb.10, 2012 [2] Design update Updates design description of ventilation shaft hoist arrangements Design update Updates design description of shaft safety systems Updates design description of main shaft cage Design update Updates various areas of design description Response to Information Requests Provides additional information on the permanent refuge station Item #4 in OPG Design Updates Letter dated Feb.10, 2012 [1] Item #4 in OPG Design Updates Letter dated Feb.10, 2012 [1] Item #5 in OPG Design Updates Letter dated Feb.10, 2012 [1] Item #1 in OPG Design Updates Letter dated Feb.10, 2012 [1] Response to IR-LPSC-03-60 in OPG Response to IR Package #3 Letter dated Jul.9, 2012 [5] 606 336 608 336 336 335 336 336 336 336 608 Page 83 of 138 New
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Dr. Stella Swanson September 28, 20
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Attachment 1 to OPG letter, Albert
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Title: OPG’s Deep Geologic Reposi
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Table of Contents CLOSURE WALL CAPA
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Figure 1: Access tunnel geometry. C
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CLOSURE WALL CAPACITY and are the s
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CLOSURE WALL CAPACITY The shear str
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(H-a) = 4.25 m Figure 5: Return air
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Golder Associates Ltd. 6700 Century
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Title: Potential Inflows through Cr
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Serge Clement 1011170042-TM-G2100-0
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APPENDIX A Derivation of Conversion
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External radius of liner =
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ATTACHMENT 2 Attachment to OPG lett
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8. Letter from A. Sweetnam to S. Sw
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OPG’s L&ILW Deep Geologic Reposit
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Ontario Power Generation's Response to the Joint Review

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