TABLE of CONTENTS 1. Cover Letter 2. Land Use Permit Application 3
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Tłı̨chǫ Łeagia Ts'ı̨ı̨lı̨ Kǫ (TLTK)
Tłıchǫ̨ Łeagia Ts’ıı̨ l̨ ı ̨ Kǫ (TLTK) 2017 Behchokǫ̀ Homelessness Needs Assessment Report of Survey Results March 2018 Funded in part by the Government of Canada's Homelessness Partnering Strategy’s Innovative Solutions to Homelessness The opinions and interpretations in this publication are those of the author and do not necessarily reflect those of the Government of Canada E. Huse & Associates Campbell River, BC V9W 2A7 Ph: (250) 895-1775 -- Email: [email protected] 1 Contents ACKNOWLEDGEMENTS ................................................................................................................................. 3 EXECUTIVE SUMMARY .................................................................................................................................. 3 SECTION 1: INTRODUCTION .......................................................................................................................... 5 1.1 Purpose of 2017 Behchokǫ̀ Homelessness Needs Assessment and Strategic Solutions Strategy ...... 6 1.2 About Tłı̨chǫ Friendship Centre ......................................................................................................... 6 1.3 Methodology ....................................................................................................................................... 8 Literature Review .................................................................................................................................. 8 Stakeholders ........................................................................................................................................ -
Commercial Vehicle Traffic Forecast
PRO LOG Canada COMMERCIAL VEHICLE TRAFFIC FORECAST Mackenzie River Crossing Fort Providence, NWT September, 2002 Prepared for: Department of Transportation Government of the Northwest Territories Prepared By: PROLOG Canada Inc. Suite 1400, 444 5th Avenue S.W. Calgary, AB T2P 2T8 (403) 294-1200 PRO LOG Canada COMMERCIAL VEHICLE TRAFFIC FORECAST Mackenzie River Crossing – Fort Providence, NWT TABLE OF CONTENTS Page 1. Introduction 1 2. Current Site Operations 1 3. Commercial Vehicle Traffic Components 2 Traffic Components 2 NWT Truck Service Analysis 3 Truck Configurations 4 Motor Carrier Industry Trends 7 4. Forecast Assumptions and Methodology 8 Economic Outlook 8 Population Growth Forecast 8 Traffic Components 9 4.4 Bathurst Inlet 12 5. 35 Year Forecast 13 Appendix - 2002 Lupin Winter Road Trucking Statistics - 2001 M.V. Merv Hardie Traffic Statistics PRO LOG Canada 1. Introduction The purpose of this report is to analyze available traffic statistics for commercial vehicles (CVs) traveling Yellowknife Highway (No. 3), and crossing the Mackenzie River (Deh Cho) at Fort Providence, and forecast future CV traffic to a 35 year timeline. A permanent bridge has been considered for the crossing at various times since the Yellowknife Highway (No. 3) was completed in 1968. Such a structure would eliminate the current seasonal crossing delays due to ice conditions, water levels, mechanical breakdowns, and the suspension of services during spring breakup. The Fort Providence Combined Council Alliance, composed of leaders of Fort Providence’s Dene, Metis, and Hamlet Councils, has submitted a proposal to the GNWT to privately construct and operate the bridge under public/private financing partnership arrangement. -
Design and Construction of Extradosed Bridges in Cold Temperature and Seismic Zones
Design and Construction of Extradosed Bridges in Cold Temperature and Seismic Zones Dr. Matthias Schueller, P.Eng. Vice President Parsons Structures Session 2020 TAC Conference & Exhibition Abstract Extradosed bridges are often described as a cross of a conventional prestressed concrete girder bridge and a traditional cable-stayed bridge because most extradosed bridges built combine a prestressed concrete superstructure with stay-cable technologies. However, this simple definition does not capture the various possible structural systems and different materials that can be found and used for extradosed bridges. Extradosed bridge technology is much more than a prestressed concrete girder with external tendons. The Deh Cho Bridge in the Northwest Territories and the Canal Lachine Bridge in Montréal are two Canadian extradosed bridges featuring steel superstructures with slender composite concrete decks using full-depth precast panels. Although both bridges are very different, they share one important design aspect which governed the design of their superstructures: Both bridges are located in regions with prolonged extreme cold winter periods. Temperatures below 0 °C and cold weather periods lasting up to five months can be a major hindrance when erecting long bridges with conventional concrete superstructures. On the contrary, steel superstructures are light and can be quickly erected, even at cold temperatures without heating and hording given that field welding is avoided. To avoid delays along the critical path in the erection of major superstructures in extreme cold temperature zones, designers should consider erection schemes which make best use of short warm weather periods and reduce negative impacts related to harsh weather conditions as best as possible. -
Stantec Consulting Ltd
Stantec Consulting Ltd. Stantec 130-2886 Sunridge Way NE, Calgary AB T1Y 7H9 October 26, 2016 MV2016E0006 File: 144902381.300 MV2016E0025 Attention: Mr. Glen MacKay Assessment Archaeologist NWT Cultural Places Program Prince of Wales Northern Heritage Centre PO Box 1320 Yellowknife, NT X1A 2L9 Dear Mr. MacKay, Reference: Archaeological Impact Assessment: Department of Transportation – Highway Corridor Granular Supply Sources, Eastern Segment, Highways 3, 5 and 6, Interim Report #1 Archaeologist Permit 16-003 Permit Holder and Report Author: Matthew Moors, M.A. (Stantec Consulting Ltd.) Project Conservator: Prof. Elisabeth Robertson, Ph.D. Proponent Contact: Alexander Murray (Department of Transportation, GNWT) PO Box 1320, Yellowknife, NT X1A 2L9 – Ph: 867-688-1144, Email: [email protected] On behalf of the Government of the Northwest Territories (GNWT), Department of Transportation (DOT), Stantec Consulting Ltd. (Stantec) conducted an Archaeological Impact Assessment (AIA) for the proposed Eastern Segment of the Highway Corridor Granular Supply Sources along Highways 3, 5 and 6 (the Project). The proposed Project will involve the development of 18 borrow sources and related facilities (i.e., along Highways 3, 5 and 6 (Figure 1). In early 2016, a desktop Archaeological Overview Assessment (AOA) was completed for the initial comprehensive program of proposed GNWT DOT borrow sources, associated with highways 1, 3, 5, 6 and 7. The AOA report was submitted to the Prince of Wales Northern Heritage Centre (PWNHC), with recommendations for the completion of a targeted AIA for all areas of high archaeological site potential. The PWNHC agreed with this recommendation, as communicated by letter on April 5, 2016. -
Chamber of Mines News Briefs – Week of September 27, 2010
Chamber of Mines News Briefs – November 6 - 7, 2012 [Note: News headlines are hyperlinked to their stories in this document.] Arctic Sovereignty and Security News .......................................................................................................... 1 Minister of the Arctic Council Leona Aglukkaq Visits YK ........................................................................... 1 Northern MPs argue over Arctic Council leadership ................................................................................ 2 The Role of the Northwest Territories on the Arctic Council.................................................................... 2 NWT News..................................................................................................................................................... 3 Devolution negotiations progressing, slowly ............................................................................................ 3 Bridge set to open on Nov. 30 .................................................................................................................. 4 Deh Cho Bridge to open Nov. 30 ............................................................................................................... 5 GNWT gives $2 million more to Inuvik-Tuk Highway ................................................................................ 6 GNWT finds diamond plant buyer ............................................................................................................ 7 N.W.T. barren-ground caribou -
CZN Comments on Final Arguments
September 16, 2011 Chuck Hubert Environmental Assessment Officer Mackenzie Valley Review Board Suite 200, 5102 50th Avenue, Yellowknife, NT X1A 2N7 Dear Mr. Hubert RE: Environmental Assessment EA0809-002, Prairie Creek Mine Comments on Final Arguments Canadian Zinc Corporation (CZN) is pleased to provide the attached comments on the Final Arguments submitted by parties at the conclusion of environmental assessment EA0809-002. Technical replies are provided, where necessary, by stating CZN’s position with respect to recommendations made. Where recommendations are unchanged from Technical Reports, the Review Board is directed to CZN’s comments on Technical Reports in Attachment 1. The contents of Attachment 1 should be read first since context is provided for some of our responses to the Final Arguments. Please note that our comments on Technical Reports contain no new information, and no timeline was provided by the Review Board for their submission. Also attached is a final commitments table (Table 1), and the curricula vitae of the main individual consultants who provided deliverables for the environmental assessment process. Yours truly, CANADIAN ZINC CORPORATION David P. Harpley, P. Geo. VP, Environment and Permitting Affairs Suite 1710-650 West Georgia Street Vancouver, BC V6B 4N9 Tel: (604) 688-2001 Fax: (604) 688-2043 E-mail: [email protected], Website: www.canadianzinc.com COMMENTS ON PARTY FINAL ARGUMENTS Aboriginal Affairs and Northern Development Canada (AANDC) Water Management and Storage Recommendation 2: Final selection of an additional water storage option must be done in conjunction with the determination of Site Specific Water Quality Objectives for Prairie Creek. If increased capacity associated with construction of an additional pond provides for the ability to meet Reference Condition Approach benchmarks as defined within the derivation process, that option must be selected and implemented. -
Government of the Northwest Territories Four Year Business Plan 2008-2012
Government of the Northwest Territories Four Year Business Plan 2008-2012 GOVERNMENT OF THE NORTHWEST TERRITORIES INTRODUCTION This four-year business plan is one element of overall planning within the Government of the Northwest Territories (GNWT). The planning framework for the 16th Legislative Assembly has several key elements. The Strategic Plan identifies the vision and goals and priorities for action that were developed by the Caucus of the 16th Legislative Assembly. The overall Strategic Plan also identifies the strategic initiatives and associated actions that the government plans to undertake to advance the priorities. This four-year business planning document provides the operational details behind the Strategic Plan and summarizes other program and service, legislative and infrastructure initiatives that the government plans to undertake over the next four years. The four-year business plan incorporates the actions started in 2008-09. The four-year business plan are supported by an annual business plan that will be produced each year and provides detail on each department’s planned activities for the upcoming fiscal year and reports on results to date. The annual plan also provides the opportunity to adjust the overall plan as conditions change. PLANNING FRAMEWORK This section provides an overview of the various elements of the planning framework. GNWT Strategic Plan Late in 2007, the Caucus of the 16th Legislative Assembly undertook a process to identify a vision, goals and priorities that would guide their work over the following -
NWT Transportation Report Card 2015 Is Intended to Provide a Statistical Benchmark of Progress Achieved and an Evaluation Framework to Measure Future Progress
TABLED DOCUMENT 345-17(5) TABLED ON OCTOBER 7, 2015 Table of Contents Overview ....................................................................................................................................3 Strengthening Connections .....................................................................................................5 Capturing Opportunities ...........................................................................................................9 Embracing Innovation ............................................................................................................ 11 Metrics & Data .........................................................................................................................13 1.0 Financial .................................................................................................................. 13 1.1 Capital and O&M Expenditures and Revenue .............................................. 13 1.2 Analysis of Capital Needs ............................................................................ 14 1.3 Major Partnership Funding ........................................................................... 15 1.4 Airport, Road Licensing and Deh Cho Bridge Toll Revenues ....................... 16 1.5 Northern, Local, Other, contracts and Total Value of Contracts .................... 18 1.6 Community Access Program Expenditures ................................................. 18 2.0 Airports ....................................................................................................................19 -
Commercial Vehicle Traffic Forecast
PRO LOG Canada COMMERCIAL VEHICLE TRAFFIC FORECAST Mackenzie River Crossing Fort Providence, NWT July, 2006 Prepared for: Department of Transportation Government of the Northwest Territories Prepared By: PROLOG Canada Inc. Suite 1400, 444 5th Avenue S.W. Calgary, AB T2P 2T8 (403) 294-1200 PRO LOG Canada COMMERCIAL VEHICLE TRAFFIC FORECAST Mackenzie River Crossing – Fort Providence, NWT TABLE OF CONTENTS Page 1. Introduction 1 2. Current Site Operations 1 3. Commercial Vehicle Traffic Components 2 Traffic Components 2 NWT Truck Service Analysis 3 Truck Configurations 4 Motor Carrier Industry Trends 6 4. Forecast Assumptions and Methodology 8 Economic Outlook 8 Population Growth Forecast 9 Traffic Components 9 4.4 Bathurst Inlet 13 5. 35 Year Forecast 13 Traffic Forecast Tables 14 Vehicle Allocation Forecast Tables 16 Appendix - 2005 Tibbett to Conywoyto Lakes Winter Road Trucking Statistics - M.V. Merv Hardie Traffic Statistics: 1994 to 2005 - Vehicle Classification at the Enterprise Weigh Scale: 2000 to 2005 PRO LOG Canada 1. Introduction The purpose of this report is to analyze available traffic statistics for commercial vehicles (CVs) traveling Yellowknife Highway (No. 3), and crossing the Mackenzie River (Deh Cho) at Fort Providence, and to update a previous (September, 2002) forecast of existing and future CV traffic to a 35 year timeline. A permanent bridge has been considered for the crossing at various times since the Yellowknife Highway (No. 3) was completed in 1968. Such a structure would eliminate the current seasonal crossing delays due to ice conditions, water levels, mechanical breakdowns, and the suspension of services during spring breakup. As with most large civil projects in Western Canada, construction costs have escalated substantially faster than the national inflation rate, resulting in a need to re-visit the underlying economics of the bridge investment. -
EA1415-01 Developer's Assessment Report
DEVELOPER’S ASSESSMENT REPORT ALL SEASON ROAD PROJECT PRAIRIE CREEK MINE MAIN REPORT Volume 1 of 3 SUBMITTED IN SUPPORT OF: Environmental Assessment of Prairie Creek Mine EA 1415-01 SUBMITTED TO: Mackenzie Valley Review Board Yellowknife, NT X1A 2N7 SUBMITTED BY: Canadian Zinc Corporation Vancouver, BC V6B 4N9 April 2015 PROJECT FACT SHEET CORPORATE DATA Project Name Prairie Creek Mine Company Name and Address Canadian Zinc Corporation Suite 1710, 650 West Georgia Street Vancouver, B.C., V6B 4N9 Telephone: (604) 688-2001 Fax: (604) 688-2043 Canadian Zinc Corporation 9926-101st Avenue PO Box 500 Fort Simpson, NT X0E 0N0 Telephone: (867) 695-3963 Fax: (867) 695-3964 Contacts Alan Taylor, Chief Operating Officer and VP Exploration David Harpley, VP Environment & Permitting Affairs Wilbert Antoine, Manager of Northern Development COMMUNITY DATA First Nation Territory Nahanni Butte Dene Band, Dehcho Nearest Community Nahanni Butte, 95 km south-east Other Communities Fort Liard, 165 km south-east Fort Simpson, 185 km east Land Claims Status In negotiation, Dehcho Process PROJECT DETAILS Location 550 km west of Yellowknife, NWT 61°33’ N latitude, 124°48’ W longitude Undertaking ~185 km all season road to the Liard Highway essentially using the existing, permitted winter road alignment Prairie Creek All Season Road Project – April 2015 1 GONDI AEK’ÉHZE ADLÁ Gondi Éhgonñæá Dii Prairie Creek Mine góhts’edi tå’a Góhdli Ndehé k’eh yunahnee tå’uh nît’i ii gots’ç xôh shíhtah á goæô. Káa azhô t’áh Canadian Zinc Corporation (CZN) gots’êh á agøht’e. K’õô 1980 kéhonñdhe ekúh á ndéh gozhíhe gots’êh satsõ kázhe gha seegúdlá agøht’e t’áh t’ahsíi met’áh alaeda thela á agøht’e. -
NWT/NU Spills Working Agreement
NORTHWEST TERRITORIES–NUNAVUT SPILLS WORKING AGREEMENT Updated October 2014 This page intentionally left blank. TABLE OF CONTENTS Section Content Page Cover Front Cover 1 Cover Inside Front Cover 2 Introductory Table of Contents 3 Introductory Record of Amendments 3 1. Introduction/Purpose/Goals 4 2. Parties to the Agreement 5 3. Letter of Agreement 6 - Background 6 - Lead Agency Designation and Contact 6 - Lead Agency Responsibilities 6 - General 7 4. Signatures of Parties to the Agreement 8 5. Glossary of Terms 9 Table 1A Lead Agency Designation for Spills in the NT and NU 10 Table 1B Lead Agency Designation for NT Airport Spills 14 Table 1C Lead Agency Designation for NU Airport Spills 14 Table 1D Territorial Roads and Highways in the NT 15 Table 1E Territorial Roads in NU 15 Table 2 General Guidelines for Assessing Spill Significance and Spill File Closure 16 Table 3 Spill Line Contract and Operation 17 Appendix A Schedule 1 - Reportable Quantities for NT-NU Spills 18 Appendix B Spill Line Report Form 20 Appendix C Instructions for Completing the NT/NU Spill Report Form 21 Appendix D Environmental Emergencies Science Table (Science Table) 22 RECORD OF AMENDMENTS * No. Amendment Description Entered By / Date Approved By / Date 1 GNWT spills response structure changed on April 1. 2014 to reflect the changes of devolution. Departments of Industry Tourism and Investment and Lands were added to the NT/NU SWA 2 Environment Canada nationally restructured their spill response structure in 2012. 3 4 5 6 7 8 9 10 * Starting in 2015, the NT/NU SWA will be reviewed and updated annually during the Fall NT/NU Spills Working Group meeting. -
Water and Effluent Quality Management Policy”
April 29, 2010 To: the Mackenzie Valley Combined Distribution List (see attached list) Re: Request for review of “Water and Effluent Quality Management Policy” Attached is a draft of the “Water and Effluent Quality Management Policy” (the Policy) for your review and comment. This Policy was developed by one of the Standard Procedures and Consistency Working Groups that were created in 2008 as a joint initiative of the Gwich’in, Sahtu, Wek’èezhìi and Mackenzie Valley Land and Water Boards. Like all the Working Group products, this Policy is intended to provide greater clarity, consistency and certainty to all parties involved in the Boards’ regulatory processes. The purpose of this Policy is to describe the Boards’ approach to setting limits, called effluent quality criteria (EQC), on the amount of waste that can be discharged from a project into the environment. By describing a standard, transparent approach to setting EQC, the Policy will address some of the concerns raised in several audits of the NWT regulatory system including the McCrank Report (2008), the 2005 Auditor General’s Report, and the first NWT Environmental Audit (2005). In addition to the Draft Policy, we have attached an information package containing a one-page Plain Language Introduction to the Policy as well as answers to “Frequently Asked Questions”. The information package is meant to provide context, promote understanding and to aid in the review of the Policy. Comments on the Draft Policy are requested by July 5, 2010. Comments or questions can be sent by email, fax or mail to the Working Group chair, Kathleen Racher, at the addresses listed below.