Revised Final Environmental Study Report (24 MB) - Gold Canyon ...
Revised Final Environmental Study Report (24 MB) - Gold Canyon ... Revised Final Environmental Study Report (24 MB) - Gold Canyon ...
APPENDIX 7 7A: WATER CROSSINGS ENGINEERING REPORT AND SITE DATA
Water Crossings on the Proposed Springpole Road East of Red Lake, Gold Canyon Resources Inc. Introduction Gold Canyon Resources Inc. is a mining exploration company with an active drilling program on properties it holds near the west end of Springpole Lake. The drilling program is supported by a sixty person tent camp with cookhouse, sewage treatment plant, domestic water supply, core shacks, storage, dock, heli-pad and ancillary lay down areas. Access to the Springpole Camp is currently by helicopter, float plane and a seasonal ice road across Birch Lake to the north of the camp. It is projected that increased drilling activity and mine development will occur over the next few years and it is necessary to improve access to the Springpole Camp. An existing forest access road is located south of the camp (Wenasaga Road 82-6). It is proposed to build a forestry winter operational road from the existing road to the camp, a distance of about 40 km. At 18.2 km along this route is the Birch River, a large river crossing. It is proposed to build the Birch River Bridge to primary road standard in order to provide better protection of environment and to facilitate future upgrades to the road without impacting the river. For simplicity, the trail and future forest access road, will be referred to as Springpole Road. The MNR procedure for identifying water crossings on forest access roads has been followed on this project. Any creek or river mapped on 1:50,000 Federal series contour maps or on 1:20,000 OBM Provincial maps is considered a water crossing. Furthermore, any un-mapped water course that has a defined channel without vegetative growth in it is also considered a water crossing. Adamson Consulting has been retained by Gold Canyon Resources Inc. to provide engineering design services related to the water crossings along the route of the proposed trail / road. Design Standards and Approvals Standards for water crossing design on Crown land have been established by MNR, DFO and Transport Canada (TC). They are contained in various documents referenced at the end of this report. In general, the following standards apply to this project: No bridge or culvert can cause the harmful alteration, disruption or destruction of fish habitat, unless authorized under the Fisheries Act. (DFO) The Crown Land Bridge Management Guidelines, 2008 must be adhered to. (MNR) The Operational Statement for Clear-Span Bridges, 2009 must be adhered to. (DFO) Bridges must clear span the channel defined by the ordinary high water mark. (DFO) Bridges must provide 2m vertical clearance above normal high water level and provide 6m horizontal clearance if the channel is used by motor boats. (TC) Bridges must provide 0.5m vertical clearance above the 25-flood level. (MNR) Water Crossing Report Adamson Consulting Page 1 of 14 Springpole Road October 21, 2012
- Page 136 and 137: Gold Canyon Resources Inc. Springpo
- Page 138: Gold Canyon Resources Inc. Springpo
- Page 141 and 142: Gold Canyon Resources Inc. Springpo
- Page 143 and 144: Gold Canyon Resources Inc. Springpo
- Page 145 and 146: Gold Canyon Resources Inc. Springpo
- Page 147 and 148: Gold Canyon Resources Inc. Springpo
- Page 150 and 151: Gold Canyon Resources Inc. Springpo
- Page 152 and 153: Gold Canyon Resources Inc. Springpo
- Page 154 and 155: Gold Canyon Resources Inc. Springpo
- Page 156 and 157: Gold Canyon Resources Inc. Springpo
- Page 158: Gold Canyon Resources Inc. Springpo
- Page 161 and 162: Gold Canyon Resources Inc. Springpo
- Page 163 and 164: Gold Canyon Resources Inc. Springpo
- Page 165 and 166: Gold Canyon Resources Inc. Springpo
- Page 167 and 168: Gold Canyon Resources Inc. Springpo
- Page 169 and 170: Gold Canyon Resources Inc. Springpo
- Page 171 and 172: Gold Canyon Resources Inc. Springpo
- Page 173 and 174: Gold Canyon Resources Inc. Springpo
- Page 175 and 176: Gold Canyon Resources Inc. Springpo
- Page 177 and 178: APPENDIX 5 FIELD REPORT FROM DST (D
- Page 179: Client Name DST Reference No.: Page
- Page 182 and 183: Equi-Knox Environmental Inc. Februa
- 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 192 and 193: Table 2 - Water Crossing Hydrology
- Page 194 and 195: Map 2 - Water Crossings in Northern
- Page 196 and 197: Photo 3 - Site #2 indicates propose
- Page 198 and 199: - 2 - 7. In the spring, when the fr
- Page 200 and 201: Photo 1: Facing North at original f
- Page 202 and 203: Photo 3: Facing East at Biologist
- Page 204 and 205: Photo 5: Facing West at Biologist
- Page 206 and 207: CROSSING 2 SPRINPOLE ROAD - SITE PI
- Page 208 and 209: CROSSING 3 SPRINPOLE ROAD - SITE PI
- Page 210 and 211: CROSSING 4 SPRINPOLE ROAD - SITE PI
- Page 212 and 213: CROSSING 5 SPRINPOLE ROAD - SITE PI
- Page 214 and 215: CROSSING 6 SPRINPOLE ROAD - SITE PI
- Page 216: CROSSING 7 - Birch River Crossing 1
- Page 219 and 220: Photo 3: Taken facing the West on t
- Page 221 and 222: Photo 5: Taken facing South of East
- 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 231 and 232: CROSSING 11 SPRINPOLE ROAD - SITE P
- Page 233 and 234: CROSSING 12 SPRINPOLE ROAD - SITE P
Water Crossings on the Proposed Springpole Road<br />
East of Red Lake, <strong>Gold</strong> <strong>Canyon</strong> Resources Inc.<br />
Introduction<br />
<strong>Gold</strong> <strong>Canyon</strong> Resources Inc. is a mining exploration company with an active drilling program on<br />
properties it holds near the west end of Springpole Lake. The drilling program is supported by a<br />
sixty person tent camp with cookhouse, sewage treatment plant, domestic water supply, core<br />
shacks, storage, dock, heli-pad and ancillary lay down areas. Access to the Springpole Camp is<br />
currently by helicopter, float plane and a seasonal ice road across Birch Lake to the north of the<br />
camp.<br />
It is projected that increased drilling activity and mine development will occur over the next few<br />
years and it is necessary to improve access to the Springpole Camp. An existing forest access<br />
road is located south of the camp (Wenasaga Road 82-6). It is proposed to build a forestry winter<br />
operational road from the existing road to the camp, a distance of about 40 km. At 18.2 km along<br />
this route is the Birch River, a large river crossing. It is proposed to build the Birch River Bridge to<br />
primary road standard in order to provide better protection of environment and to facilitate future<br />
upgrades to the road without impacting the river. For simplicity, the trail and future forest access<br />
road, will be referred to as Springpole Road.<br />
The MNR procedure for identifying water crossings on forest access roads has been followed on<br />
this project. Any creek or river mapped on 1:50,000 Federal series contour maps or on 1:20,000<br />
OBM Provincial maps is considered a water crossing. Furthermore, any un-mapped water course<br />
that has a defined channel without vegetative growth in it is also considered a water crossing.<br />
Adamson Consulting has been retained by <strong>Gold</strong> <strong>Canyon</strong> Resources Inc. to provide engineering<br />
design services related to the water crossings along the route of the proposed trail / road.<br />
Design Standards and Approvals<br />
Standards for water crossing design on Crown land have been established by MNR, DFO and<br />
Transport Canada (TC). They are contained in various documents referenced at the end of this<br />
report. In general, the following standards apply to this project:<br />
No bridge or culvert can cause the harmful alteration, disruption or destruction of fish<br />
habitat, unless authorized under the Fisheries Act. (DFO)<br />
<br />
<br />
<br />
<br />
<br />
The Crown Land Bridge Management Guidelines, 2008 must be adhered to. (MNR)<br />
The Operational Statement for Clear-Span Bridges, 2009 must be adhered to. (DFO)<br />
Bridges must clear span the channel defined by the ordinary high water mark. (DFO)<br />
Bridges must provide 2m vertical clearance above normal high water level and provide 6m<br />
horizontal clearance if the channel is used by motor boats. (TC)<br />
Bridges must provide 0.5m vertical clearance above the 25-flood level. (MNR)<br />
Water Crossing <strong>Report</strong> Adamson Consulting Page 1 of 14<br />
Springpole Road October 21, 2012