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Ontario Power Generation's Response to the Joint Review

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Attachment 1 <strong>to</strong> OPG letter, Albert Sweetnam <strong>to</strong> Dr. Stella Swanson, “Deep Geologic Reposi<strong>to</strong>ry Project for Low and Intermediate Level Waste – Submission of<br />

<strong>Response</strong>s <strong>to</strong> <strong>the</strong> Final Sub-set of Package #4 Information Requests”, CD#: 00216-CORR-00531-00143.<br />

IR# EIS Guidelines<br />

Section<br />

Enclosed are <strong>the</strong> following:<br />

Information Request and <strong>Response</strong><br />

initial waste rock at <strong>the</strong> reposi<strong>to</strong>ry horizon will be available before <strong>the</strong> majority of rock from this horizon is brought <strong>to</strong><br />

surface. These rock characteristics will be used <strong>to</strong> confirm whe<strong>the</strong>r proposed surface water management strategies<br />

are appropriate.<br />

References:<br />

MEND. 2009. Prediction Manual for Drainage Chemistry from Sulphidic Geologic Materials. MEND Report 1.20.1.<br />

Mining Environment Neutral Drainage Program, Natural Resources Canada.<br />

NWMO. 2011. Geoscientific Verification Plan. Nuclear Waste Management Organization document NWMO DGR-TR-<br />

2011-38 R000. Toron<strong>to</strong>, Canada. (CEAA Registry Doc# 300)<br />

OPG. 2012. OPG Letter, A. Sweetnam <strong>to</strong> S. Swanson, “Deep Geologic Reposi<strong>to</strong>ry Project for Low and Intermediate<br />

Level Waste - Submission for <strong>the</strong> July 18, 2012 JRP Technical Information Session”, CD# 00216-CORR-00531-00123,<br />

July 12, 2012. (CEAA Registry Doc# 636)<br />

� Enclosure 1: GOLDER. 2012. OPG’s Deep Geologic Reposi<strong>to</strong>ry for Low & Intermediate Level Waste – Closure Wall Capacity. Golder<br />

Associates Ltd. report submitted <strong>to</strong> Nuclear Waste Management Organization 1011170042-TM-G2170-0001-00 Rev.00 –<br />

associated with response <strong>to</strong> IR EIS-04-150<br />

� Enclosure 2: GOLDER. 2011. Potential Inflows through Cracked Hydrostatic Concrete Shaft Liner. Golder Associates Ltd. Technical<br />

Memorandum 1011170042-TM-G2100-0001-01 R01 – associated with response <strong>to</strong> IR EIS-04-151<br />

Page 69 of 69

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