Little Jackfish River Hydroelectric Power Project History of Little Jackfish

Total Page：16

File Type：pdf, Size：1020Kb

Final - March 5, 2013 Little Jackfish River HYDROELECTRIC POWER PROJECT HISTORY OF LITTLE JACKFISH In 1943, Ontario Hydro, Ontario Power Generation’s predecessor, completed the Ogoki Diversion, which was designed to divert water from flowing into the Ogoki River as it had done until then, and have it flow to Lake Nipigon down the Little Jackfish River into the Great Lakes system. This was done to provide more water for power generation to support Canada’s efforts during World War II. Two dams were built as key parts of the diversion to increase flows down the Little Jackfish River to an average of about 120 cubic metres per second, up from 4 cubic metres per second before. The Waboose Control Dam on the Ogoki River prevented water from flowing north into the Arctic Watershed, and the Summit Control Dam built at the northern end of Little Jackfish River controlled flows down the river. With increased flows, the Ogoki Diversion also required channel improvements to the Little Jackfish River The Little Jackfish creek in 1936. and relocation of the Canadian National Railway Bridge. The relocation of the CN Railway Bridge. 1 Final - March 5, 2013 HISTORY OF LITTLE JACKFISH Little Jackfish River Environmental Assessment Fact Sheet HYDROELECTRIC POWER PROJECT The River in its current state. The Hydro-electric Power Commission of Ontario considered developing a generating station on the Little Jackfish River in the 1980s, but the project did not move ahead to construction due to a strong opposition by the Lake Nipigon First Nations. Ontario Power Generation is once again considering this development on the Little Jackfish River, but this time in partnership with the Lake Nipigon First Nations. Today, the River remains of vital importance to the First Nations around the Lake, and especially to members of Whitesand First Nation. The Waboose Control Dam. FOR MORE INFORMATION CONTACT: Glen Goodman, Phone: Waaskiinaysay Ziibi Inc. 807-887-5566 Fire# 28 Hwy 11 Email: Chalet Lodge Road [email protected] Lake Helen Reserve Nipigon ON POT 2JO WAASKIINAYSAY ZIIBI The Summit Control Dam. DEVELOPMENT CORPORATION Animbiigoo Bingwi BiinjitiwaabikBiinjitiwaabik Red Rock Whitesand Zaagi'igan Neyaashi Zaaging Indian Band First Nation Anishinaabek Anishinaabek Anishinaabek For complete details please refer to the full Environmental Report. This summary has been prepared to assist Lake Nipigon First Nation Citizens to understand the Project. If there are any discrepancies between this document and the Environmental Report, the Environmental Report will prevail. 2 LJF-EP-03/2013.

Copy Link

Recommended publications

Long Lake and Ogoki River Water Diversion Projects
14 Wawatay News NOVEMBER 20, 2020 ᐧᐊᐧᐊᑌ ᐊᒋᒧᐧᐃᓇᐣ Community Regional Assessment in the Ring of Fire Area Engagement Activities and Participant Funding Available November 12, 2020 — The Minister of Environment and Climate Change has determined that a regional assessment will be conducted in an area centred on the Ring of Fire mineral deposits in northern Ontario. The Impact Assessment Agency of Canada (the Agency) is inviting the public, Indigenous communities, and organizations to provide input to support the planning of the Regional Assessment in the Ring of Fire area. Participants may provide their input to the Agency in either official Rick Garrick/Wawatay language until January 21, 2021. Participants are encouraged to refer to The impacts of waterway diversions in the Matawa region were raised during Treaties Recognition Week the Ring of Fire regional assessment planning information sheet for on the Matawa First Nations Facebook page. additional details. Participants can visit the project home page on the Canadian Impact Assessment Registry (reference number 80468) for more options to submit Waterway diversion information. All input received will be published to the Registry as part of the regional assessment file. The Agency recognizes that it is more challenging to undertake meaningful public engagement and Indigenous consultation in light of the education important circumstances arising from COVID-19. The Agency continues to assess the situation with key stakeholders, make adjustments to engagement activities, and is providing flexibility as needed in order to prioritize the health and safety of all Canadians, while maintaining its duty to conduct meaningful for youth engagement with interested groups and individuals.
[Show full text]
Webequie Supply Road DETAILED PROJECT DESCRIPTION
Webequie Supply Road DETAILED PROJECT DESCRIPTION Webequie First Nation The Picture is a Placeholder Only Prepared by: Prepared for: Submitted to: SNC-Lavalin Inc. Webequie First Nation Impact Assessment Agency of Canada 195 The West Mall Toronto, Ontario, M9C 5K1 www.snclavalin.com November 2019 661910 Webequie Supply Road Detailed Project Description PREFACE This Detailed Project Description for the Webequie Supply Road Project (“the Project”) has been prepared in accordance with subsection 15(1) of the Impact Assessment Act (“IAA”) and Schedule 2 of the Act’s Information and Management of Time Limits Regulations (“the Regulations”) of the Impact Assessment Act - Information Required in Detailed Description of Designated Project. In addition, the Detailed Project Description reflects the Webequie Supply Road Project Team’s recognition of issues identified in the Summary of Issues prepared by the Impact Assessment Agency of Canada (the Agency) as a result of the Agency’s invitation to Indigenous groups, federal and provincial authorities, the public and other participants to provide their perspective on any issues that they consider relevant in relation to the Project. Information provided by the Agency (posted on the Canadian Impact Assessment Registry) for this purpose included the Initial Project Description. The document that was accepted by the Agency to serve as the Initial Project Description was prepared to comply with the requirements of the Canadian Environmental Assessment Act, 2012 and was initially released for public review under the CEAA, 2012 process in July 2019, during the period when the Government of Canada was preparing to bring into force and transition to the new Impact Assessment Act.
[Show full text]
River Studies: Part III
River Studies: Part III River channel dynamics: retrospect and prospect by Edward J. Hickin Dec( nber, 19 81 Discussion Paper No. 11 Disclaimer: Simon Fraser University, Department of Geography. Discussion Papers are prepared or edited by Depart ment members for private circulation to interested individuals. Since these papers may represent preliminary work in progress, their contents should neither be quoted nor referre to in published work without written consent of author. Comments are invited. Preface and Acknowledgements This paper is the final part of a series on the basic principles theories of river behaviour. Part I (Di sion Paper No. 9) topics of drainage basin morphometry river network cussion Paper No. 10) reviewed lements of drainage This paper attempts to define the state of the art in the 1 dynamics, to identify critical problem areas, and to suggest the research. What fallows is a personal view of recent developments in fluvial morphology. Although I am responsible for its inadequacies, its owe much to the stimulation provided by my students and colleagues of 15 . Although the manner in which rivers change the form and pattern of their channels in response to environmental change has been a recurring theme in river studies, it recently has enjoyed considerably increased attention from earth scientists. Perhaps the most sign~ficant recent evidence of this interest appearance of several collected works and reviews of studies of ·channel changes example, see Gregory, 1977; Gregory and Walling, 1979; Kuprianov and Kopaliani, Park, 1981), and the fact that a Session has been devoted to the topic here Second International Conference on Fluvial Sediments at Keele, England, in , 198 .
[Show full text]
Revised Draft Experiences with Inter Basin Water
REVISED DRAFT EXPERIENCES WITH INTER BASIN WATER TRANSFERS FOR IRRIGATION, DRAINAGE AND FLOOD MANAGEMENT ICID TASK FORCE ON INTER BASIN WATER TRANSFERS Edited by Jancy Vijayan and Bart Schultz August 2007 International Commission on Irrigation and Drainage (ICID) 48 Nyaya Marg, Chanakyapuri New Delhi 110 021 INDIA Tel: (91-11) 26116837; 26115679; 24679532; Fax: (91-11) 26115962 E-mail: [email protected] Website: http://www.icid.org 1 Foreword FOREWORD Inter Basin Water Transfers (IBWT) are in operation at a quite substantial scale, especially in several developed and emerging countries. In these countries and to a certain extent in some least developed countries there is a substantial interest to develop new IBWTs. IBWTs are being applied or developed not only for irrigated agriculture and hydropower, but also for municipal and industrial water supply, flood management, flow augmentation (increasing flow within a certain river reach or canal for a certain purpose), and in a few cases for navigation, mining, recreation, drainage, wildlife, pollution control, log transport, or estuary improvement. Debates on the pros and cons of such transfers are on going at National and International level. New ideas and concepts on the viabilities and constraints of IBWTs are being presented and deliberated in various fora. In light of this the Central Office of the International Commission on Irrigation and Drainage (ICID) has attempted a compilation covering the existing and proposed IBWT schemes all over the world, to the extent of data availability. The first version of the compilation was presented on the occasion of the 54th International Executive Council Meeting of ICID in Montpellier, France, 14 - 19 September 2003.
[Show full text]
An Overview of the Hudson Bay Marine Ecosystem
15–1 15.0 ECONOMIC DEVELOPMENT Chapter Contents 15.1 HYDROELECTRICITY..........................................................................................................................................15–2 15.2 MINERALS AND HYDROCARBONS .................................................................................................................15–12 15.3 TRANSPORTATION...........................................................................................................................................15–17 15.4 TOURISM............................................................................................................................................................15–22 15.5 MUNICIPAL ACTIVITIES....................................................................................................................................15–22 15.6 GRAND CANAL SCHEME..................................................................................................................................15–23 15.7 SUMMARY ..........................................................................................................................................................15–23 Chapter Figures Figure 15-1. La Grande hydroelectric complex..........................................................................................................15–4 Figure 15-2. Proposed diversion of water from the Rupert River watershed into the Eastmain watershed, and location of the proposed Eastmain-1-A hydroelectric generating station ...............................................15–5
[Show full text]
Evaluation of Techniques for Flood Quantile Estimation in Canada
Evaluation of Techniques for Flood Quantile Estimation in Canada by Shabnam Mostofi Zadeh A thesis presented to the University of Waterloo in fulfillment of the thesis requirement for the degree of Doctor of Philosophy in Civil Engineering Waterloo, Ontario, Canada, 2019 ©Shabnam Mostofi Zadeh 2019 Examining Committee Membership The following are the members who served on the Examining Committee for this thesis. The decision of the Examining Committee is by majority vote. External Examiner Veronica Webster Associate Professor Supervisor Donald H. Burn Professor Internal Member William K. Annable Associate Professor Internal Member Liping Fu Professor Internal-External Member Kumaraswamy Ponnambalam Professor ii Author’s Declaration This thesis consists of material all of which I authored or co-authored: see Statement of Contributions included in the thesis. This is a true copy of the thesis, including any required final revisions, as accepted by my examiners. I understand that my thesis may be made electronically available to the public. iii Statement of Contributions Chapter 2 was produced by Shabnam Mostofi Zadeh in collaboration with Donald Burn. Shabnam Mostofi Zadeh conceived of the presented idea, developed the models, carried out the experiments, and performed the computations under the supervision of Donald Burn. Donald Burn contributed to the interpretation of the results and provided input on the written manuscript. Chapter 3 was completed in collaboration with Martin Durocher, Postdoctoral Fellow of the Department of Civil and Environmental Engineering, University of Waterloo, Donald Burn of the Department of Civil and Environmental Engineering, University of Waterloo, and Fahim Ashkar, of University of Moncton. The original ideas in this work were jointly conceived by the group.
[Show full text]
Rivers at Risk: the Status of Environmental Flows in Canada
Rivers at Risk: The Status of Environmental Flows in Canada Prepared by: Becky Swainson, MA Research Consultant Prepared for: WWF-Canada Freshwater Program Acknowledgements The authors would like to acknowledge the valuable contributions of the river advocates and professionals from across Canada who lent their time and insights to this assessment. Also, special thanks to Brian Richter, Oliver Brandes, Tim Morris, David Schindler, Tom Le Quesne and Allan Locke for their thoughtful reviews. i Rivers at Risk Acronyms BC British Columbia CBM Coalbed methane CEMA Cumulative Effects Management Association COSEWIC Committee on the Status of Endangered Wildlife in Canada CRI Canadian Rivers Institute DFO Fisheries and Oceans Canada EBF Ecosystem base flow IBA Important Bird Area IFN Instream flow needs IJC International Joint Commission IPP Independent Power Producer GRCA Grand River Conservation Authority LWR Low Water Response MOE Ministry of Environment (Ontario) MNR Ministry of Natural Resources (Ontario) MRBB Mackenzie River Basin Board MW Megawatt NB New Brunswick NGO Non-governmental organization NWT Northwest Territories P2FC Phase 2 Framework Committee PTTW Permit to Take Water QC Quebec RAP Remedial Action Plan SSRB South Saskatchewan River Basin UNESCO United Nations Environmental, Scientific and Cultural Organization US United States WCO Water Conservation Objectives ii Rivers at Risk Contents Rivers at Risk: The Status of Environmental Flows in Canada CONTENTS Acknowledgements .......................................................................................................................................
[Show full text]
Task 3 Neil Fulton
REPORT ON POTENTIAL MEASURES TO ALLEVIATE PROBLEMS CREATED BY CtIFWNT HIGH LAKE LEVELS TASK 3 DIVERSIONS MANAGEMENT ,.l -. TO THE INTERNATIONAL JOINT CCXMISSICPJ FROM TASK GROUP MEMBERS GERALD MACMILLXY DON LEONARD RM; GOLDING BILL DALEY MAC ODELL BILL ERDLE PETER YEE . NEIL FULTON SEPTEMBER 1987 EXExmTIVE SUMMARY The Governments of Canada and the United States requested, in August 1986, that the International Joint 'Commission study methods of alleviating the adverse consequences of fluctuating Great Lakes water levels. Part of this study entailed an immediate short-term investigation of methods of alleviating the present high water level crisis. One of the elements of the short-term investigation was a study of diversions management and the results are contained herein. The theoretical maximum flow through the Welland Canal in an extreme crisis situation was estimated to be 12,000 cubic feet per second (cfs). The most significant physical impacts of this maximum flow would be the complete disruption of navigation between Lake Ontario and the upper lakes and the possibility of major damage to the canal itself. A reduction in Lake Erie levels of 1.3 inches would be achieved. The Ogoki and Long Lac Diversions can be closed completely but, because of significant social impacts associated with the closure of the Long Lac Diversion, a.scenario involving a combined annual diversion flow of 800 cfs was investigated to determine the benefits foregone by maintaining the log-driving operation from Long Lake. The most significant physical impacts were the direct loss of 2,500 jobs in the Terrace Bay - Longlac area resulting from the closure of the Kimberly-Clark pulp mill in Terrace Bay due to complete closure of Long Lac Diversion, and the reduction in livelihood and alteration in way of life for local populations associated with the closure of both diversions.
[Show full text]
The Streamlining of the Kabinakagami River Hydroelectric Project
The International Indigenous Policy Journal Volume 6 | Issue 3 Article 4 June 2015 The Streamlining of the Kabinakagami River Hydroelectric Project Environmental Assessment: What is the "Duty to Consult" with Other Impacted Aboriginal Communities When the Co- Proponent of the Project is an Aboriginal Community? Holly L. Gardner University of Waterloo, [email protected] Denis Kirchhoff University of Waterloo, [email protected] Leonard J. Tsuji University of Toronto, [email protected] Recommended Citation Gardner, H. L. , Kirchhoff, D. ,T suji, L. J. (2015). The Streamlining of the Kabinakagami River Hydroelectric Project Environmental Assessment: What is the "Duty to Consult" with Other Impacted Aboriginal Communities When the Co-Proponent of the Project is an Aboriginal Community?. The International Indigenous Policy Journal, 6(3). DOI: 10.18584/iipj.2015.6.3.4 The Streamlining of the Kabinakagami River Hydroelectric Project Environmental Assessment: What is the "Duty to Consult" with Other Impacted Aboriginal Communities When the Co-Proponent of the Project is an Aboriginal Community? Abstract There is existing tension within many Aboriginal communities between economic development and preservation of traditional lands for the continued practice of traditional activities. The "duty to consult" doctrine has has become an important mechanism by which these concerns were identified and addressed (when possible) prior to development. This is a legal requirement that is rooted in the Constitution Act (1982) and subsequent legal case law that has further defined and outlined requirements under this obligation. This article describes the process that was carried out to advance the proposed Kabinakagami River Hydro Project Class Environmental Assessment in Northern Ontario, Canada with an emphasis on the approach to Aboriginal consultation.
[Show full text]
Canoe Trips in Canada
Si Caiadla DEPARTMENT OF THE INTERIOR HON. THOMAS G. MURPHY - - Minister H. H. ROWATT. C.M.G. - Deputy Minister B. HARKIN - Commissioner National Par^s of Canada, Ottawa CANOE TRIPS IN CANADA Department of the Interior National Parks of Canada Ottawa, 1934 TEN COMMANDMENTS FOR CANOEISTS Build your campfires small, close to the water's edge on a spot from which the leaves and moss have been scraped away. Drown it with water when leaving, and stir the ashes with a stick to make sure no live coals are left. Leave your campsite clean. Bury all rubbish, bottles and cans. Never throw glass or tins in the water where others may bathe. Learn how to swim, and first aid methods. Do not sit or lie on bare ground. Never run a rapid without first making sure that it can be done with safety. Examine it carefully for logs, boulders and other obstructions. Two canoes should not run a rapid at the same time. Do not make your packs too heavy; about 40 pounds is a good average. Avoid crossing large lakes or rivers in rough weather. Make camp before dark. Erecting a tent, or preparing a meal by firelight, is not easy. Learn how to prepare simple meals over a campfire. Unless familiar with wilderness travel, never attempt a trip through uninhabited country without competent guides. Charts of the route and good maps of the sur rounding country are essentials. Canoe Trips in Canada To those who desire a vacation different from the ordinary, a canoe trip holds endless possibilities, and Canada's network of rivers and lakes provides an unlimited choice of routes.
[Show full text]
Plugs to Pull: Proposals for Facing High Great Lakes Water Levels
UCLA UCLA Journal of Environmental Law and Policy Title Plugs to Pull: Proposals for Facing High Great Lakes Water Levels Permalink https://escholarship.org/uc/item/3736x2vt Journal UCLA Journal of Environmental Law and Policy, 8(2) Author Pittman, Lisa Publication Date 1989 DOI 10.5070/L582018750 eScholarship.org Powered by the California Digital Library University of California Plugs to Pull: Proposals for Facing High Great Lakes Water Levels The Great Lakes are living up to their name. The media,' con- gressional subcommittees, 2 and scores of Great Lakes property owners are clamoring for relief from Lake levels exceeding all records kept since 1860. 3 With water levels ranging from one to three feet higher than normal, 4 damages caused by high water flooding and erosion of the Great Lakes shoreline are estimated at over one billion dollars. 5 And more is yet to come. The United States Geological Survey has determined that Lake levels were once much higher than present,6 leading others to predict that Lake levels may eventually be three to ten feet higher than current levels. 7 A long-term solution must be found to help Great Lakes resi- dents cope with high water levels. This comment will discuss the cyclical water levels of the Great Lakes, the recent high water levels, and the current governmental regulatory efforts to: 1) de- 1. See Lyon, High Time, The Chicago Tribune, Oct. 4, 1987 (Magazine), at 12; Cobb, The Great Lakes' Troubled Waters, NAT'L GEOGRAPHIC, July 1987, at 2 Hitt & Miller, Great Lakes Set Record High Water Levels, 1985 NAT'L WATER SUMMARY 35; One Year Later: Flood Victims Rebuilding, NAT.
[Show full text]
Dams Dams: Costs/Benefits Positive
Dams Dams: costs/benefits Positive • economic growth • food production • surface water enhancement • recreation enhancement Negative • loss of wildlife habitat • destruction of river corridors • displaced peoples • methyl mercury PRINCIPAL PARTS OF A DAM F07_03 CLASSIFICATION OF PRINCIPAL STORAGE ZONES IN A CROSS SECTION OF A MULTI-PURPOSE RESERVOUR F07_05 River dams (locks, levees) form a staircase of reservoirs that stretch the entire length of the Tennessee River F07_14 • Ratio of the present value of project benefits to the present value of the costs • Benefits and costs assigned a dollar value (yr accrued) • Develop a ratio (I.e. 2:1) • Ration better than 1:1 means positive ratio Determine the present value of the following costs of dam construction. Consider Year 1 as the present year. All values are in the thousands, and the interest is 8% simple interest compounded annually. Year 1 Year 2 Year 3 TOTAL $100 000 $150 000 $200 000 $450 000 The present value cost of Year 1 = $100 000 The present value cost of Year 2 = $150 000 divided by 1.08% = $138 889 ($138 889 invested 8% simple interest for one year = $150 000) The present cost of Year 3 = $200 000 divided twice by 1.08% = $ 171 468 (This means that $171 468 invested at 8% simple interest will be worth $200 000 after two years) Therefore, the present value cost of $450 000 in this example is $410 357 $100 000 + $138 889 +$171 468 = $410 357 Impacts of Dams Dams change behaviour of rivers- sediment load settles behind a dam. Downstream, water released through outlet pipes causes channel erosion Farther downstream, the opposite can occur with silt forming islands and sandbars.
[Show full text]