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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 />

Sec. 5.4.1 Conceptual Models <strong>Response</strong> <strong>to</strong><br />

Undertakings<br />

Sec. 5.4.5 Regional-scale<br />

Model<br />

Table 5.8 Matrix of Regionalscale<br />

Simulations<br />

Performed<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 />

Provides additional information<br />

regarding <strong>the</strong> piezometric surface in<br />

<strong>the</strong> carbonate aquifer beneath <strong>the</strong><br />

DGR surface facilities<br />

Provides clarification as <strong>to</strong> why <strong>the</strong><br />

hydraulic head in <strong>the</strong> Precambrian<br />

was not measured for <strong>the</strong> purposes<br />

of hydrogeological modelling<br />

Provides clarification regarding: 1)<br />

<strong>the</strong> confidence in <strong>the</strong> longevity of <strong>the</strong><br />

abnormal pressures observed at <strong>the</strong><br />

site, and 2) conservatism applied in<br />

<strong>the</strong> hydrogeologic and safety<br />

assessment modelling scenarios with<br />

regard <strong>to</strong> abnormal pressure<br />

evolution<br />

Provides justification for <strong>the</strong><br />

parameterization of <strong>the</strong> Salina A1<br />

Unit, and <strong>the</strong> Guelph and Cambrian<br />

formation aquifers in <strong>the</strong><br />

hydrogeological modelling<br />

Provides justification for <strong>the</strong><br />

sufficiency of hydrogeologic<br />

modelling with respect <strong>to</strong> assessing<br />

<strong>the</strong> influence of a laterally continuous<br />

permeable unit at <strong>the</strong> base of <strong>the</strong><br />

sedimentary sequence<br />

<strong>Response</strong> <strong>to</strong> Undertaking TIS 6<br />

from Jul.18 Technical Information<br />

Session #1 in OPG Letter dated<br />

Aug.15, 2012 [9]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-04-100 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #4<br />

Letter dated Sep.6, 2012 [11]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-04-113 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #4<br />

Letter dated Sep.6, 2012 [11]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-04-127 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #4<br />

Letter dated Sep.6, 2012 [11]<br />

<strong>Response</strong> <strong>to</strong> IR-EIS-04-126 in<br />

OPG <strong>Response</strong> <strong>to</strong> IR Package #4<br />

Letter dated Aug.27, 2012 [10]<br />

Page 112 of 138<br />

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