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. 11.3 Design and Construction Phase Preliminary Safety Report (00216-SR-01320-00001 R000) Information Type Scope of New Information Information Source CEAA Registry Item Response to Information Requests Sec. 12.2.3.1 Public Opinion Response to Information Requests Fig. 13-1 Extent of Proposed Monolith Sec. 13.6.3.1 Design and Construction of Shaft Seal Provides clarification of how information is identified and communicated during design and construction Provides clarification on the 2005 telephone poll and the 2009 Public Attitude Research Provides analysis of confidence levels and errors associated with public attitude research data Design update Provides updates to the extent of proposed monolith Response to Information Requests Sec. 13.6.5 WRMA Response to Undertakings Provides clarification of the basis for the asphalt seal Provides clarification on removal of shaft infrastructure Provides further clarifications of the shaft seal design Provides clarification on the rationale for the planned top soil cover of 150 mm on the waste rock pile at closure Response to IR-LPSC-02-55 in OPG Response to IR Package #2 Letter dated Jun.1, 2012 [4] Response to IR-EIS-01-31 in OPG Response to IR Package #1 Letter dated Mar.9, 2012 [3] Response to IR-EIS-03-70 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] Response to IR-EIS-03-63 in OPG Response to IR Package #3 Letter dated Jul.9, 2012 [5] Response to IR-LPSC-03-58 in OPG Response to IR Package #3 Letter dated Jul.9, 2012 [5] Response to IR-EIS-04-155 in OPG Response to IR Package #4 Letter dated Sep.6, 2012 [11] Response to Undertaking TIS 9 from Jul.18 Technical Information Session #1 in OPG Letter dated Aug.15, 2012 [9] 523 363 608 336 608 608 Page 102 of 138 New 725 � 692 �
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 13-1 Waste Materials Arising from Decommissioning Table 13-2 Projected Range of Conventional and Hazardous Wastes Sec. 13.11 Decommissioning at the End of Construction Preliminary Safety Report (00216-SR-01320-00001 R000) Information Type Scope of New Information Information Source CEAA Registry Item Response to Information Requests Response to Information Requests Response to Information Requests Sec. 14.1 Overview Response to Information Requests Sec. 14.2 International L&ILW Deep Geological Repositories Table 14-3 Arguments and Evidence for DGR Safety Response to Information Requests Response to Information Requests Provides clarification on waste materials to be removed as part of decommissioning Provides further details on waste materials arising from decommissioning following construction Provides clarification on waste materials estimated to be generated on yearly basis Provides clarification on decommissioning activities associated with DGR decommissioning after construction Provides clarification on categories of L&ILW to be placed in the DGR Provides source of information on additional comparative information concerning international repositories Response to IR-LPSC-01-46 in OPG Response to IR Package #1 Letter dated Mar.9, 2012 [3] Response to IR-LPSC-01-46 in OPG Response to IR Package #1 Letter dated Mar.9, 2012 [3] Response to IR-LPSC-01-47 in OPG Response to IR Package #1 Letter dated Mar.9, 2012 [3] Response to IR-EIS-04-102 in OPG Response to IR Package #4 Letter dated Aug.27, 2012 [10] Response to IR-EIS-04-117 in OPG Response to IR Package #4 Letter dated Aug.27, 2012 [10] Updates edition of NBCC Response to IR-LPSC-01-01 in OPG Response to IR Package #1 Letter dated Mar.9, 2012 [3] Provides clarification on assessment of natural resources Response to IR-EIS-01-24 in OPG Response to IR Package #1 Letter dated Mar.9, 2012 [3] 363 363 363 Page 103 of 138 New 704 � 704 � 363 363
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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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