Lower Columbia River Fish Stranding Assessment and Ramping Protocol
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Kootenay System Operations
Columbia River Treaty Review – Technical Studies Appendix C Kootenay System Operations Operation of the Kootenay River system is complicated as it is administered by several different jurisdictions and the hydroelectric facilities are owned by different agencies/companies. As shown in Figure 1, the Kootenay River originates in the Rocky Mountains not far from Field, BC. The river flows south, within a few km of the source of the Columbia River at Canal Flats, and then continues south into Koocanusa Reservoir, formed behind Libby Dam in Montana, United States. From Libby, the Kootenay River turns west and north, and re-enters British Columbia near the community of Creston, flowing into the south arm of Kootenay Lake. In the northern part of the Kootenay basin, the Duncan River is joined by the Lardeau River just downstream from Duncan Dam, and then flows into the north arm of Kootenay Lake. Water from the north and south arms of Kootenay Lake then flows through the west arm of the lake and past the Corra Linn Dam near Nelson (as well as other dams) en route to the Columbia–Kootenay confluence at Castlegar. The components of this system and various agreements/orders that regulate flows are described in this Appendix. November 29, 2013 1 Columbia River Treaty Review – Technical Studies Figure 1: Kootenay and Columbia Region November 29, 2013 2 Columbia River Treaty Review – Technical Studies 1.0 Coordination of Libby Operations Background Under the terms of the Columbia River Treaty, Canada permitted the U.S. to build the Libby Dam on the Kootenai River (U.S. -
Dams and Hydroelectricity in the Columbia
COLUMBIA RIVER BASIN: DAMS AND HYDROELECTRICITY The power of falling water can be converted to hydroelectricity A Powerful River Major mountain ranges and large volumes of river flows into the Pacific—make the Columbia precipitation are the foundation for the Columbia one of the most powerful rivers in North America. River Basin. The large volumes of annual runoff, The entire Columbia River on both sides of combined with changes in elevation—from the the border is one of the most hydroelectrically river’s headwaters at Canal Flats in BC’s Rocky developed river systems in the world, with more Mountain Trench, to Astoria, Oregon, where the than 470 dams on the main stem and tributaries. Two Countries: One River Changing Water Levels Most dams on the Columbia River system were built between Deciding how to release and store water in the Canadian the 1940s and 1980s. They are part of a coordinated water Columbia River system is a complex process. Decision-makers management system guided by the 1964 Columbia River Treaty must balance obligations under the CRT (flood control and (CRT) between Canada and the United States. The CRT: power generation) with regional and provincial concerns such as ecosystems, recreation and cultural values. 1. coordinates flood control 2. optimizes hydroelectricity generation on both sides of the STORING AND RELEASING WATER border. The ability to store water in reservoirs behind dams means water can be released when it’s needed for fisheries, flood control, hydroelectricity, irrigation, recreation and transportation. Managing the River Releasing water to meet these needs influences water levels throughout the year and explains why water levels The Columbia River system includes creeks, glaciers, lakes, change frequently. -
Brilliant Headpond Stewardship Initiative Draft
DRAFT SCOPING STUDY WORKING COPY FOR VIEWING PURPOSES BRILLIANT ONLY HEADPOND STEWARDSHIP INITIATIVE KATARINA HARTWIG HEATHER LESCHIED MAY 2017 Scoping Study: Brilliant Headpond Stewardship Initiative Katarina Hartwig, Heather Leschied | May 2017 Design and Layout: Mandi McRobbie Cover Photo: Douglas Noblet, WildAir Photography ©2017 Living Lakes Canada All rights reserved. Permission is granted to reproduce all or part of this publication for non-commercial purposes, as long as you cite the source Living Lakes Canada Box 691 Invermere, BC V0A 1K0 EXECUTIVE SUMMARY The Brilliant Headpond Stewardship Initiative Scoping Study is intended to be the first phase of a stewardship strategy for the Brilliant Headpond Reservoir. The Scoping Study is guided by the Brilliant Headpond Stewardship Initiative Steering Committee, which includes leaders from the Brilliant Headpond communities of Tarrys, Thrums, Glade, Shoreacres, and South Slocan, representatives of the Ktunaxa First Nation and Okanagan Nation Alliance, and Regional District of Central Kootenay (RDCK) Area I Director, Andy Davidoff, and RDCK Area H Director, Walter Popoff. The Brilliant Headpond Reservoir (“BHPR”) was created by the damming of the Kootenay River at the Brilliant Canyon for the completion of the West Kootenay Power Corps. Brilliant Dam hydroelectric project completed in 1944. The BHPR area extends from Columbia Power Corporation’s (current owner) Brilliant Dam and Brilliant Expansion Project (2007) upstream to the Slocan Pool area just below BC Hydro’s Kootenay Canal (1975) and FortisBC’s South Slocan (1928) dams. FortisBC owns and operates the four dams on the Lower Kootenay, upstream of Brilliant Dam, and FortisBC operates Brilliant Dam and Brilliant Expansion facilities on behalf of Columbia Power Corporation. -
Columbia River Crossing I-5 Immersed Tunnel I-5 Immersed Tunnel Advantages Immersed Tunnel
6 Sections 500 feet long x 170 feet wide 3,000 ft. Columbia River Crossing I-5 Immersed Tunnel I-5 Immersed Tunnel Advantages Immersed Tunnel Navigation clearances Aviation clearances No freeway noise on river front No mile-long elevated bridge ramps dividing Vancouver Aberdeen Casting Basin 165 x 910 feet Baltimore's Fort McHenry Tunnel Completed 1985 1.4 miles 8 lanes – 4 tubes 115,000 vehicles/day I-95 Immersed Tunnel saved Baltimore’s Inner Harbor 1985 1959 freeway plan Vancouver’s Massey Tunnel under Fraser River October 14, 2019 Vancouver’s Fraser River Bridge replaced by Tunnel 10 lanes April 1, 2020 Vancouver’s Columbia River Bridge replaced by Tunnel Øresund Bridge 20 sections x 577ft = 2.2miles & Tunnel 1999 138ft wide Øresund Tunnel Section 20 sections x 577ft =2.2miles 138ft wide Columbia River Tunnel Section 6 sections x 500ft = 0.6miles 170ft wide Immersed Tunnels About six 500 foot immersed tunnel sections could be a simple, elegant, and cost effective solution to the I-5 Columbia River Crossing. The Aberdeen Casting Basin used to build the SR 520 bridge pontoons would be well suited to casting tunnel sections. https://www.wsdot.wa.gov/sites/default/files/2014/11/12/SR520-Factsheet-Pontoons- February2017.pdf In 1985 Baltimore completed the Fort McHenry Immersed Tunnel and saved its famous Inner Harbor from encirclement by I-95 concrete bridge. https://www.baltimorebrew.com/2011/04/29/the-senator-and-the-highway/ Vancouver, Canada rejected a ten lane bridge over the Fraser in favor of an immersed tunnel. https://www.enr.com/blogs/15-evergreen/post/47724-vancouvers-george-massey- tunnel-replacement-may-now-be-a-tunnel-instead-of-a-bridge The 1999 Oresund Bridge & Immersed Tunnel connects Sweden to Denmark. -
The Skagit-High Ross Controversy: Negotiation and Settlement
Volume 26 Issue 2 U.S. - Canada Transboundary Resource Issues Spring 1986 The Skagit-High Ross Controversy: Negotiation and Settlement Jackie Krolopp Kirn Marion E. Marts Recommended Citation Jackie K. Kirn & Marion E. Marts, The Skagit-High Ross Controversy: Negotiation and Settlement, 26 Nat. Resources J. 261 (1986). Available at: https://digitalrepository.unm.edu/nrj/vol26/iss2/6 This Article is brought to you for free and open access by the Law Journals at UNM Digital Repository. It has been accepted for inclusion in Natural Resources Journal by an authorized editor of UNM Digital Repository. For more information, please contact [email protected], [email protected], [email protected]. JACKIE KROLOPP KIRN* and MARION E. MARTS** The Skagit-High Ross Controversy: Negotiation and Settlement SETTING AND BACKGROUND The Skagit River is a short but powerful stream which rises in the mountains of southwestern British Columbia, cuts through the northern Cascades in a spectacular and once-remote mountain gorge, and empties into Puget Sound approximately sixty miles north of Seattle. The beautiful mountain scenery of the heavily glaciated north Cascades was formally recognized in the United States by the creation of the North Cascades National Park and the Ross Lake National Recreation Area in 1968, and earlier in British Columbia by creation of the E.C. Manning Provincial Park. The Ross Lake Recreation Area covers the narrow valley of the upper Skagit River in Washington and portions of several tributary valleys. It was created as a political and, to environmentalists who wanted national park status for the entire area, controversial, compromise which accom- modated the city of Seattle's Skagit River Project and the then-planned North Cascades Highway. -
Overview of Wheat Movement on the Columbia River Report Prepared August 17, 2016 All Data Based on Five Year Averages (2011-2015)
Overview of Wheat Movement on the Columbia River Report Prepared August 17, 2016 All data based on five year averages (2011-2015) The Columbia-Snake River grain handling system includes: o 7 grain export terminals. o 26 up-country grain barge loading terminals along 360 miles of navigable river. o Eight dams that lift a barges a combined 735 feet. o 80 barges controlled by two companies (Shaver and Tidewater). The seven export terminals on the Columbia River annually export 26.5 MMT of grain, including 11.7 MMT of wheat. This makes the Columbia River the third largest grain export corridor in the world behind the Mississippi River and the Parana River in South America. Grain exports from the Columbia River continue to grow each year. Every year approximately 4.0 MMT of wheat, largely Soft White, is shipped down the Columbia River via barge from the states of Oregon, Washington, and Idaho. This is equivalent to: o 34% of all wheat exports from the Columbia River. o 15% of all grain exports from the Columbia River. o 15% of all wheat exported from the United States. o 70% of all wheat exported from the Pacific Northwest. o 50% of all wheat produced in the Pacific Northwest. The wheat moved by barge is largely sourced from the upper river system. o 18% from between Bonneville Dam and McNary Dam. o 36% from between McNary Dam and Lower Monumental Dam. o 46% from between Lower Monumental Dam and Lewiston, Idaho. o 54% of the wheat moved by barge moves through one or more of the four Lower Snake River dams. -
The Columbia River Gorge: Its Geologic History Interpreted from the Columbia River Highway by IRA A
VOLUMB 2 NUMBBI3 NOVBMBBR, 1916 . THE .MINERAL · RESOURCES OF OREGON ' PuLhaLed Monthly By The Oregon Bureau of Mines and Geology Mitchell Point tunnel and viaduct, Columbia River Hi~hway The .. Asenstrasse'' of America The Columbia River Gorge: its Geologic History Interpreted from the Columbia River Highway By IRA A. WILLIAMS 130 Pages 77 Illustrations Entered aa oeoond cl,... matter at Corvallis, Ore., on Feb. 10, l9lt, accordintt to tbe Act or Auc. :U, 1912. .,.,._ ;t ' OREGON BUREAU OF MINES AND GEOLOGY COMMISSION On1cm or THm Co><M188ION AND ExmBIT OREGON BUILDING, PORTLAND, OREGON Orncm or TBm DtBIICTOR CORVALLIS, OREGON .,~ 1 AMDJ WITHY COMBE, Governor HENDY M. PABKB, Director C OMMISSION ABTBUB M. SWARTLEY, Mining Engineer H. N. LAWRill:, Port.land IRA A. WILLIAMS, Geologist W. C. FELLOWS, Sumpter 1. F . REDDY, Grants Pass 1. L. WooD. Albany R. M. BIITT8, Cornucopia P. L. CAI<PBELL, Eugene W 1. KEBR. Corvallis ........ Volume 2 Number 3 ~f. November Issue {...j .· -~ of the MINERAL RESOURCES OF OREGON Published by The Oregon Bureau of Mines and Geology ~•, ;: · CONTAINING The Columbia River Gorge: its Geologic History l Interpreted from the Columbia River Highway t. By IRA A. WILLIAMS 130 Pages 77 Illustrations 1916 ILLUSTRATIONS Mitchell Point t unnel and v iaduct Beacon Rock from Columbia River (photo by Gifford & Prentiss) front cover Highway .. 72 Geologic map of Columbia river gorge. 3 Beacon Rock, near view . ....... 73 East P ortland and Mt. Hood . 1 3 Mt. Hamilton and Table mountain .. 75 Inclined volcanic ejecta, Mt. Tabor. 19 Eagle creek tuff-conglomerate west of Lava cliff along Sandy river. -
2020 EARLY SEASON REPORT Columbia Shuswap Regional District Golden, BC (Area ‘A’) Mosquito Program
2020 EARLY SEASON REPORT Columbia Shuswap Regional District Golden, BC (Area ‘A’) Mosquito Program Submitted by Morrow BioScience Ltd. April 17, 2020 www.morrowbioscience.com Toll Free: 1-877-986-3363 [email protected] TABLE OF CONTENTS Executive Summary ____________________________________________________________ 1 Introduction __________________________________________________________________ 2 Monitoring Methodology _______________________________________________________ 2 Data Management ____________________________________________________________ 4 Education Outreach ____________________________________________________________ 4 Season Forecast _______________________________________________________________ 5 Snowpack ________________________________________________________________________ 5 Weather __________________________________________________________________________ 7 Reporting Schedule ____________________________________________________________ 8 Contacts _____________________________________________________________________ 8 References ___________________________________________________________________ 9 LIST OF TABLES Table 1. Snow basin indices for the Upper Columbia Basin determined by the 1 April 2018, 1 April 2019, and 1 April 2020 bulletins ............................................................................................ 7 LIST OF APPENDICES Appendix I. Frequently Asked Questions (FAQs) regarding Aquabac®, the bacterial larvicide utilized by MBL (a.i., Bacillus thuringiensis var. israelensis) Appendix -
The Damnation of a Dam : the High Ross Dam Controversy
THE DAMYIATION OF A DAM: TIIE HIGH ROSS DAM CONTROVERSY TERRY ALLAN SIblMONS A. B., University of California, Santa Cruz, 1968 A THESIS SUBIUTTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF ARTS in the Department of Geography SIMON FRASER UNIVERSITY May 1974 All rights reserved. This thesis may not b? reproduced in whole or in part, by photocopy or other means, without permission of the author. APPROVAL Name: Terry Allan Simmons Degree: Master of Arts Title of Thesis: The Damnation of a Dam: The High Ross Dam Controversy Examining Committee: Chairman: F. F. Cunningham 4 E.. Gibson Seni Supervisor / /( L. J. Evendon / I. K. Fox ernal Examiner Professor School of Community and Regional Planning University of British Columbia PARTIAL COPYRIGHT LICENSE I hereby grant to Simon Fraser University rhe righc to lcnd my thesis or dissertation (the title of which is shown below) to users of the Simon Fraser University Library, and to make partial or single copies only for such users or in response to a request from the library of any other university, or other educational institution, on its own behalf or for one of its users. I further agree that permission for multiple copying of this thesis for scholarly purposes may be granted by me or the Dean of Graduate Studies. It is understood that copying or publication of this thesis for financial gain shall not be allowed ' without my written permission. Title of' ~hesis /mqqmkm: The Damnation nf a nam. ~m -Author: / " (signature ) Terrv A. S.imrnonze (name ) July 22, 1974 (date) ABSTRACT In 1967, after nearly fifty years of preparation, inter- national negotiations concerning the construction of the High Ross Dan1 on the Skagit River were concluded between the Province of British Columbia and the City of Seattle. -
Columbia River Treaty Review the Idaho Position This Position
Columbia River Treaty Review The Idaho Position This position Statement outlines the current position of a broad range of Idaho stakeholders (identified below and collectively referred to as “Idaho Stakeholders”) on the efforts to modernize the Columbia River Treaty (“CRT”) with Canada. I. Hydropower: The CRT provides for an “entitlement” for power benefits derived from the agreement. See CRT Article V.1 (“Canada is entitled to one half the downstream power benefits determined under Article VII”). The entitlement is determined as “the difference in the hydroelectric power capable of being generated in the United States of America with and without the use of Canadian storage, determined in advance, and is referred to in the Treaty as the downstream power benefits.” CRT Article VII; see also CRT Annex B ¶ 1 (“The downstream power benefits in the United States of America attributable to operation in accordance with Annex A of the storage provided by Canada under Article II will be determined in advance and will be the estimated increase in dependable hydroelectric capacity in kilowatts for agreed critical stream flow periods and the increase in average annual usable hydroelectric energy output in kilowatt hours on the basis of an agreed period of stream flow record”). Over time, this “Canadian Entitlement” has proven to greatly exceed the actual benefits. Discontinuation of the Canadian Entitlement would result “in an overall increase in annual revenue for the United States (about $180 million to $280 million).”1 As explained in the Regional Recommendation, at page 4, “rebalancing is necessary because the present Treaty power benefits are not equitably shared and Canada is deriving substantially greater value from coordinated power operations than the United States.” Idaho Stakeholders take the following position on Hydropower: 1. -
Columbia Snake River System Columbia River Ports
US Army Corps of Engineers Portland District ColumbiaColumbia SnakeSnake RiverRiver SystemSystem FederalFederal InvestmentInvestment ColumbiaColumbia RiverRiver PortsPorts AA CaseCase StudyStudy ColumbiaColumbia SnakeSnake RiverRiver SystemSystem US Army Corps of Engineers FederalFederal InfrastructureInfrastructure Portland District Columbia & Lower Willamette MCR Jetties & Deep Draft Shipping Channel Entrance Channel Vancouver to The Dalles Barge Channel FederalFederal InfrastructureInfrastructure US Army Corps of Engineers Mouth of the Columbia River Portland District North Jetty – 2.5 mi long (4.02 km) South Jetty – 6.6 mi long (10.62 km) Spur Jetty – 0.3 mi long (0.48 km) Entrance Channel – 2600 ft x 55 ft deep (792 m x 16.8 m) Annual Maintenance Dredging: 4.5 Mcy (3.5 hm3) FederalFederal InfrastructureInfrastructure US Army Corps of Engineers PortlandColumbia District & Lower Willamette River Channel 40 foot (12.2 m) x 600 feet (183 m) wide Mouth to Portland & Vancouver - 106 mi (107 km) Willamette River - 10 mi (16 km) Annual Maintenance Dredging -6 Mcy (4.6 hm3) Presently deepening to 43 feet (13.1 km) FederalFederal InfrastructureInfrastructure US Army Corps of Engineers Portland District Columbia & Snake RiverRiver BargeBarge ChannelChannel 359 miles (578 km) from Vancouver, WA to Lewiston, ID 8 locks -14 foot (4.6 m) sill depth; 86 ft x 650 ft (26.2 m x 198.1 m Annual Dredging 200 kcy (15.3 dam3) FederalFederal InfrastructureInfrastructure US Army Corps of Engineers Portland District 8 Locks through Multipurpose Dams 700 ft Vertical Lift (214 m) ColumbiaColumbia SnakeSnake RiverRiver DamsDams US Army Corps of Engineers 88 MultipurposeMultipurpose ProjectsProjects Portland District Power –Generation Cap. 10.3 MWatt Navigation – 359 mi of barge channel Flood Control - 534,000 AF Irrigation –6.5 MAc land (26,304 km2) Recreation – Over 100 Camps, Parks & Recreational Facilities Environmental – Fish Passage Facilities US Army Corps SelectedSelected CommoditiesCommodities of Engineers Portland District ForecastForecast vs.vs. -
Fortisbc Inc. an Indirect Subsidiary of Fortis Inc. Annual Information Form
FortisBC Inc. An indirect subsidiary of Fortis Inc. Annual Information Form For the Year Ended December 31, 2019 Dated March 10, 2020 FortisBC Inc. TABLE OF CONTENTS FORWARD-LOOKING INFORMATION .................................................................................................................... 3 GLOSSARY ...................................................................................................................................................................... 4 1.0 CORPORATE STRUCTURE .............................................................................................................................. 6 1.1 NAME AND INCORPORATION ................................................................................................................. 6 1.2 INTER-CORPORATE RELATIONSHIPS ..................................................................................................... 6 2.0 GENERAL DEVELOPMENT OF THE BUSINESS ......................................................................................... 6 2.1 THREE-YEAR HISTORY ......................................................................................................................... 6 3.0 THE BUSINESS OF FORTISBC INC. ................................................................................................................ 6 3.1 GENERAL ............................................................................................................................................... 6 3.2 GENERATION AND POWER SUPPLY ......................................................................................................