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Ontario Power Generation's Response to the Joint Review

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OPG’s L&ILW Deep Geologic Reposi<strong>to</strong>ry Project<br />

Tracking Tables for IR <strong>Response</strong>s, Design Updates and Corrections, Rev.3<br />

Section/Figure/Table in<br />

Document<br />

Fig. 3.3 Uniaxial<br />

Compression Test<br />

Data for<br />

Collingwood,<br />

Cobourg and<br />

Sherman Fall: (a)<br />

UCS and (b) Elastic<br />

Modulus from<br />

Boreholes DGR-2<br />

<strong>to</strong> DGR-6<br />

Fig. 3.7 Hoek-Brown Failure<br />

Envelope for <strong>the</strong><br />

Cobourg Formation<br />

Fig. 3.8 Direct Shear Test<br />

Results for <strong>the</strong><br />

Cobourg Formation<br />

Geosyn<strong>the</strong>sis (NWMO DGR-TR-2011-11 R000)<br />

Information Type Scope of New Information Information Source CEAA<br />

Registry<br />

Item<br />

<strong>Response</strong> <strong>to</strong><br />

Information Requests<br />

<strong>Response</strong> <strong>to</strong><br />

Information Requests<br />

<strong>Response</strong> <strong>to</strong><br />

Information Requests<br />

Provides clarification of <strong>the</strong> sample<br />

population size used <strong>to</strong> assess<br />

triaxial strength character of an entire<br />

rock formation and effect of spatial<br />

distribution of samples on strength<br />

parameters<br />

Provides clarification on <strong>the</strong> sample<br />

population used <strong>to</strong> infer shear<br />

strength<br />

Provides clarification on Cobourg<br />

Formation attributes supporting <strong>the</strong><br />

containment and isolation of L&ILW<br />

Provides clarification on <strong>the</strong> variance<br />

in strength data for <strong>the</strong> Cobourg<br />

Formation<br />

Provides clarification of <strong>the</strong> sample<br />

population size used <strong>to</strong> assess<br />

triaxial strength character of an entire<br />

rock formation and effect of spatial<br />

distribution of samples on strength<br />

parameters<br />

Provides clarification on <strong>the</strong> sample<br />

population used <strong>to</strong> infer shear<br />

strength<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-03-68 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #3<br />

Letter dated Jul.9, 2012 [5]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-03-68 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #3<br />

Letter dated Jul.9, 2012 [5]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-03-73 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #3<br />

Letter dated Jul.9, 2012 [5]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-03-68 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #3<br />

Letter dated Jul.9, 2012 [5]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-03-68 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #3<br />

Letter dated Jul.9, 2012 [5]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-03-68 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #3<br />

Letter dated Jul.9, 2012 [5]<br />

608<br />

608<br />

608<br />

608<br />

608<br />

608<br />

Page 109 of 138<br />

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