Revised Final Environmental Study Report (24 MB) - Gold Canyon ...

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Table 2 - Water Crossing Hydrology Results, Springpole Road, East of Red Lake, Gold Canyon Resources Inc. Crossing Number Drainage Area (km 2 ) Lake Area (km 2 ) Swamp Area (km 2 ) Watershed Slope (m/m) Q25 (m 3 /s) Q25 Culvert Size (mm dia.) Recommended Structure 1, Deaddog 14.7 *2.94 0.0 0.0031 3.3 1600 30’ bridge 2 0.3 0.0 0.045 0.015 0.5 800 1200mm culvert 3 0.91 0.0 0.067 0.01 1.1 1000 1400mm culvert 4 0.5 0.0 0.037 0.008 0.7 800 1200mm culvert 5 0.7 0.0 0.09 0.007 0.8 1000 1400mm culvert 6 0.8 0.0 0.042 0.008 1.0 1000 1400mm culvert 7, Birch 1366 273 Not significant 0.00044 58.2 Not applicable 120’ bridge **8, East end of Springpole Lake 0.8 0.1 0.007 0.008 0.6 800 1200mm culvert 9 1.5 0.1 0.3 0.0047 0.8 900 1400mm culvert 10 0.7 0.1 0.0 0.005 0.5 800 1200mm culvert 11 0.07 0.0 0.0 0.008 0.2 500 1000mm culvert 12 0.05 0.0 0.0 0.008 0.1 500 1000mm culvert 13 0.11 0.0 0.0 0.008 0.3 600 1000mm culvert **14, near camp 0.7 0.08 0.01 0.008 0.6 800 1200mm culvert Notes: * Actual lake area is greater, however it has been limited to 20% of watershed area as per MNR procedure ** Crossing location is currently under review and may change Water Crossing Report Adamson Consulting Page 8 of 14 Springpole Road October 21, 2012
Map 1 – Water Crossings in Southern Portion of the Proposed Springpole Trail Water Crossing Report Adamson Consulting Page 9 of 14 Springpole Road October 21, 2012
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SPRINGPOLE GOLD ACCESS CORRIDOR PRO
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Gold Canyon Resources Inc. Springpo
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APPENDIX 2 LETTERS FROM HORIZON ARC
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Round 1 Consultation - Early pre-co
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APPENDIX 4 BIOLOGICAL CONSTRAINTS R
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Page 141 and 142: Gold Canyon Resources Inc. Springpo
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Page 177 and 178: APPENDIX 5 FIELD REPORT FROM DST (D
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Page 182 and 183: Equi-Knox Environmental Inc. Februa
Page 184 and 185: APPENDIX 7 7A: WATER CROSSINGS ENGI
Page 186 and 187: The 25-year flood (Q 25 ), determin
Page 188 and 189: All of the culvert sizes recommende
Page 190 and 191: 2. At present, the planned winter i
Page 194 and 195: Map 2 - Water Crossings in Northern
Page 196 and 197: Photo 3 - Site #2 indicates propose
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Page 202 and 203: Photo 3: Facing East at Biologist
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Page 206 and 207: CROSSING 2 SPRINPOLE ROAD - SITE PI
Page 216: CROSSING 7 - Birch River Crossing 1
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Page 223 and 224: Photo 7: Taken facing the North app
Page 225 and 226: CROSSING 8 SPRINPOLE ROAD ( EAST EN
Page 227 and 228: CROSSING 9 SPRINPOLE ROAD ( EAST EN
Page 229 and 230: CROSSING 10 SPRINPOLE ROAD - SITE P
Page 240 and 241: SENT BY E-MAIL ATTACHMENT Adamson C
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BRIDGE SITE DATA FORM - EXISTING CO
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Materials - 30' Deaddog Creek Bridg
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Canada flow gauge on the Cat River,
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Crown Land Bridge Management Guidel
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Photo 3 - Site #2 indicates propose
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Springpole_GenericSedInstall_______
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Comments Received at Open Houses co
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Comments Received at Open Houses co
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APPENDIX 9 9A: SUBMISSION FROM TROU
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Gold Canyon Resources Inc: Final En
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GOLD CANYON RESOURCES INC. GCU: TSX
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Page 3 GCU’s mitigation measures
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GCU has hired qualified, independen
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The basic environmental protection
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8. Like the Draft ESR, Notices were
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A full record of consultation is pr
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Page 7 1. Corridor alternatives pre
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13. “Stakeholders” refers solel
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Page 10 1. Detailed comments on the
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Page 13 1. GCU is proposing to clea
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Page 15 1. GCU is open to developin
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Page 17 1. The economic information
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Page 18 1. This is not a requiremen
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(which were not intended to describ
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Page 21 1. Note that the OLT develo
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Page 22 1. The statement that carib
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Page 24 1. General comment on 5.3.2
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Page 26 1. The background database
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Page 29 1. Comments on Table 3: The
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Page 31 1. Water quality at Springp
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9. The aquatics baseline report doe
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assessed through toxicity testing a
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Page 34 1. Life of this Project is
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Page 36 1. These recommendations ar
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Page 38 1. Domtar has approval unde
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Page 39 1. This means simply that G
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Page 42 1. The recommendations from
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Supplemental Mitigation Measures fo
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