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. 7.3.2.6 Geosphere Transport Properties Sec. 7.3.2.7 Shaft Seal Performance Postclosure Safety Assessment (NWMO DGR-TR-2011-25 R000) Information Type Scope of New Information Information Source CEAA Registry Item Response to Information Requests Response to Information Requests Sec. 7.3.2.11 Glaciation Response to Information Requests Sec. 7.3.5.2 Backfilled Repository Sec. 7.4 Confidence Building Measures Response to Undertakings Response to Information Requests Sec. 8 Conclusions Response to Information Requests Provides information on diffusion coefficient uncertainty Provides clarification of the shaft seal resaturation behaviour Provides clarification and further analysis of potential effects of glaciation on the repository Provides clarification and further analysis of potential effects of glaciation on the repository Provides additional information on the elevated pressure impact on gas generation reactions Provides clarification on measures used to develop confidence in the postclosure safety assessment and results Provides clarification of the uncertainties in chemical reactions and their effects Provides clarification of the shaft seal resaturation behaviour Response to IR-EIS-02-35 in OPG Response to IR Package #2 Letter dated Jun.1, 2012 [4] Response to IR-EIS-04-153 in OPG Response to IR Package #4 Letter dated Sep.28, 2012 [13] Response to IR-EIS-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-EIS-01-17 Letter dated Jul.10, 2012 [6] Response to Undertaking TIS 16 from Jul.18 Technical Information Session #1 in OPG Letter dated Aug.31, 2012 [11] Response to IR-EIS-03-92 in OPG Response to IR Package #3 Letter dated Jul.9, 2012 [5] Response to IR-EIS-04-114 in OPG Response to IR Package #4 Letter dated Sep.28, 2012 [13] Response to IR-EIS-04-153 in OPG Response to IR Package #4 Letter dated Sep.28, 2012 [13] 523 363 606 Page 126 of 138 New � 715 � 608 � �
OPG’s L&ILW Deep Geologic Repository Project Tracking Tables for IR Responses, Design Updates and Corrections, Rev.3 Section/Figure/Table in Document Table B.1 Assessment Modelling Cases for the Normal Evolution Postclosure Safety Assessment (NWMO DGR-TR-2011-25 R000) Information Type Scope of New Information Information Source CEAA Registry Item Correction Change on row “NE-GT5-A” on p.B-2 Item #12 in OPG Corrections Letter dated Feb.10, 2012 [2] 335 Page 127 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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