Appendix 1 Scoping Report
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Tamar Fire Management Area Bushfire Risk Management Plan 2020
Tamar Fire Management Area Bushfire Risk Management Plan 2020 Document Control Document History Version Date Author Section V1 2019 Steve Summers Agency Endorsements Agency Name & Title Signature Date Document Endorsement Endorsed by Tamar Fire Management Area Committee Accepted by State Fire Management Council Ian Sauer Chair, SFMC Date: 11/06/2020 Cover Page Photo Acknowledgement: Fuel Reduction Trevallyn, Steve Summers Page 2 of 30 Tamar Bushfire Risk Management Plan 2019 Contents Glossary ................................................................................................................................................. 5 Acronyms .............................................................................................................................................. 7 Executive Summary ................................................................................................................................ 8 1. Introduction ................................................................................................................................. 10 1.1 Background ....................................................................................................................................... 10 1.2 Purpose of this plan .......................................................................................................................... 10 2. Establishing the context ................................................................................................................ 11 2.1 Description -
New Residents Kit Index
New Residents Kit 2017/2018 Central Highlands Council Administration Works & Services 6 Tarleton Street HAMILTON TASMANIA 7140 Phone: (03) 6286 3202 Fax: (03) 6286 3334 * * * * Development & Environmental Services 19 Alexander Street BOTHWELL TASMANIA 7030 Inside this kit: Phone: (03) 6259 5503 Fax: (03) 6259 5722 Municipal Map 3 Township 5-7 Information Disclaimer Central Highlands Council has made every endeavor to ensure that details Waste 8 are correct at the time of printing but can accept no responsibility for any inaccuracy or mis-deception contained in the publication as a result of Building/ Planning/ 8 information supplied. Plumbing Councillors 9 All efforts have been made to ensure the accuracy of information in this document. If there are any additions or alterations required could you Dog Registrations 9 please advise us of the correct information, in writing from an authorized person representing your organization or service. Feedback/Request 14 Form Page 2 New Residents Kit Index Welcome by Mayor ...................................................................................................................... 3 Municipal Map .............................................................................................................................. 3 About our Council ......................................................................................................................... 4 Community Development Grant Applications .................................................................................. 4 Hamilton -
The Environmental Impact of Building Dams Aswan Dam the Aswan Dam, Built on the Nile River, Was an Enormous Feat of Engineering and Planning
The Environmental Impact of Building Dams Aswan Dam The Aswan dam, built on the Nile River, was an enormous feat of engineering and planning. Lake Nasser was created as a result of the ooding of the dam’s catchment area. Some important cultural heritage sites were taken apart, and rebuilt at Abu Simbel in order to avoid them being ooded by the project. Other sites were not saved and remain under the water. The Gordon Dam Gordon River in Tasmania, Australia. Built in 1974 The Gordon Dam was built for the purpose of providing hydroelectric supply. Water is fed down a 183 m drop to turn turbines that are located under the ground below the dam wall. A proposed second dam on the Gordon River, the Franklin Dam, was never built due to strong opposition from community and environmental groups. The Tasmanian Wilderness Society ran a campaign from 1976 -1983 to save the pristine wilderness from environmental damage. The leader of the Tasmanian Wilderness Society, Dr Bob Brown, later became a member of the Tasmanian Parliament, an Australian Senator and the Parliamentary Leader of the Australian Greens political party. Murray River The Murray River ows for over 2500 km across eastern Australia to its outlet on the coast in South Australia. It forms part of the border between New South Wales and Victoria. During the early to mid 1900s, a series of dams, locks and weirs were built on the river. These disrupted the natural ow of the river and allowed fresh water to be available for irrigation to Australia’s largest food growing region. -
Water Management in the Anthony–Pieman Hydropower Scheme
Water management in the Anthony–Pieman hydropower scheme Pieman Sustainability Review June 2015 FACT SHEET Background The Anthony–Pieman hydropower scheme provides a highly valued and reliable source of electricity. The total water storage of the hydropower scheme is 512 gigalitres and the average annual generation is 2367 gigawatt hours. Construction of the Anthony–Pieman hydropower scheme has resulted in creation of water storages (lakes) and alterations to the natural flow of existing rivers and streams. The Pieman Sustainability Review is a review of operational, social and environmental aspects of the Anthony–Pieman hydropower scheme that are influenced by Hydro Tasmania. This fact sheet elaborates on water management issues presented in the summary report, available at http://www.hydro.com.au/pieman-sustainability-review Water storage levels in the Anthony–Pieman Water levels have been monitored at these storages since hydropower scheme their creation in stages between 1981 and 1991. The Anthony–Pieman hydropower scheme includes eight Headwater storages: Lake Mackintosh and Lake water storages, classified as headwater storages (Lakes Murchison Mackintosh and Murchison), diversion storages (Lakes Lakes Mackintosh and Murchison are the main headwater Henty and Newton and White Spur Pond) and run-of-river storages for the Anthony–Pieman hydropower scheme. storages (Lakes Rosebery, Plimsoll and Pieman). Lakes The water level fluctuates over the entire operating range Murchison, Henty and Newton and White Spur Pond do not from Normal Minimum Operating Level (NMOL) to Full release water directly to a power station; rather they are Supply Level (FSL) (Figures 1, 2). used to transfer water to other storages within the scheme. -
No Ordinary Place. No Ordinary Festival
Queenstown, Tasmania | 14–16 October 2016 | theunconformity.com.au No ordinary place. No ordinary festival. 1 WELCOME TO QUEENSTOWN and Tasmania’s West IN 2016, The Unconformity will once again Coast for The Unconformity. This festival is really like no bring an exciting program of contemporary arts other, one that must be experienced to be believed. experiences to Queenstown and surrounds. These arts experiences are as varied and An unconformity is an area of rock that shows a geological unique as the voices they represent with works break in time. The Unconformity Festival bridges every by local, national and international artists. layer of the West Coast and, like its geological namesake, indicates a break in the region’s past and present. It brings The value the Festival brings to the Queenstown the community together to celebrate Queenstown’s rugged community is significant. It encourages backbone, unique arts culture and unmatched sense of place. community members to come together and participate in the arts and the calibre of its This year’s festival program showcases local, interstate program attracts more visitors to the region and overseas artists to present a weekend for everyone each biennial year. The Unconformity compels to enjoy. It is as dramatic as the surrounding landscape. visitors to engage with and explore the unique The Tasmanian Government is proud to support The region that is Tasmania’s remote West Coast, Unconformity in 2016. Congratulations to the team behind drawing them back again and again. the festival who, along with the Queenstown community, Over the past six years, the festival bring this extraordinary mix of arts and heritage together has flourished and grown and is now a for all of us to embrace. -
Implications for Tasmanian Electricity System of The
Backroad Connections Pty Ltd ABN: 64 090 245 382 [email protected] (0407) 486-651 www.backroad.com.au Implications for the Tasmanian electricity system of the proposal to restore Lake Pedder July 2019 Overview The paper analyses the implication for the Tasmanian electricity system of the proposal by the Lake Pedder Restoration Committee (LPRC) to restore the original Lake Pedder. It provides information on the current contribution of the Gordon Scheme to Tasmanian electricity generation and energy storage and provides some information and estimates on alternatives to replace this generation if the original Lake Pedder was restored. Background The original Lake Pedder was flooded in 1972 as part of an expansion of the Tasmanian hydro-electric scheme. The flooded area created is still officially known as Lake Pedder although the LPRC prefer the name Huon- Serpentine Impoundment. In this paper we will use the term ‘new Lake Pedder’. The new Lake Pedder at 242 sq km is vastly bigger than the original Lake Pedder at 10 sq km. The new Lake Pedder does not have its own hydro-electric generation. Its purpose is to trap and raise the level of the water that would otherwise flow down the Huon and Serpentine rivers. The water is raised to the level where it flows through a channel created at McPartlan Pass into the Gordon Dam and contributes to the storage and generation of the Gordon Scheme. As a result the level of the new Lake Pedder does not vary more than a few metres. This makes it more visually attractive and more suitable for recreational use than the adjacent Gordon Reservoir. -
Groundwaters in Wet, Temperate, Mountainous,Sulphide-Mining Districts
Groundwaters in wet, temperate, mountainous, sulphide-mining districts: delineation of modern fluid flow and predictive modelling for mine closure (Rosebery, Tasmania). by Lee R. Evans B.App.Sci.(Hons) Submitted in fulfilment of the requirements for the degree of Doctor of Philosophy UNIVERSITY OF TASMANIA September 2009 Cover Image: Elevated orthogonal view of the 3D Rosebery groundwater model grid looking towards the northeast. i Declaration This thesis contains no material that has been accepted for a degree or diploma by the University or any institution, except by way of background information and duly acknowledged in the thesis, and to the best of the candidate’s knowledge and beliefs, contains no material previously published or written by another person, except where due acknowledgement is made in the text of the thesis. Three co-authored conference publications written as part of the present study (Evans et al., 2003; Evans et al., 2004a; and Evans et al., 2004b) are provided in Appendix Sixteen. Lee R. Evans Date: This thesis is to be made available for loan or copying in accordance with the Copyright Act 1969 from the date this statement was signed. Lee R. Evans Date: ii Abstract There are as yet few studies of the hydrogeology of sulphide-mining districts in wet, temperate, mountainous areas of the world. This is despite the importance of understanding the influence of hydrogeology on the evolution and management of environmental issues such as acid mine drainage (AMD). There is a need to determine whether the special climatic and geological features of such districts result in distinct groundwater behaviours and compositions which need to be considered in mining impact studies. -
2011 Annual Report
directors’ statement To the Honourable Bryan Green, MHA, Minister for Energy and Resources, in compliance with requirements of the Government Business Enterprises Act 1995. In accordance with Section 55 of the Government Business Enterprises Act 1995, we hereby submit for your information and presentation to Parliament the report of the Hydro-Electric Corporation for the year ended 30 June 2011. The report has been prepared in accordance with the provisions of the Government Business Enterprises Act 1995. David Crean Chairman Hydro-Electric Corporation October 2011 Roy Adair CEO Hydro-Electric Corporation October 2011 Hydro-Electric Corporation ARBN 072 377 158 ABN 48 072 377 158 contents page 1 Our vision: Introduction 3 About this report 5 Australia’s leading clean About Hydro Tasmania 8 energy business, inspiring Achievements and challenges 2010-2011 10 Progress against 2010 commitments 11 pride and building value for Chairman’s review 12 our owners, our customers CEO’s report 15 and our people Statement of corporate intent 18 Independent assurance statement 21 Annual Report 2011 Tasmania Hydro Performance 25 Sustainability 27 Our values: Economic performance 30 Momentum 36 • We put people’s health Entura 38 and safety first Roaring 40s 41 Assets and resource use 43 • We always behave with Governance 49 The Board 52 honesty and integrity Executives 55 • We work together, People 57 respect each other and Employees 59 External stakeholders 66 value our diversity Environment 73 • We strive to deliver Ecosystems and heritage 75 Financial -
Hydro Tasmania 4 Elizabeth Street Hobart TAS 7000
Certificate of Registration ENVIRONMENTAL MANAGEMENT SYSTEM - ISO 14001:2015 This is to certify that: Hydro Tasmania 4 Elizabeth Street Hobart TAS 7000 Holds Certificate Number: EMS 603522 and operates an Environmental Management System which complies with the requirements of ISO 14001:2015 for the following scope: Operation, maintenance and management of electricity generation facilities including power stations (hydroelectric, solar, diesel and wind), distribution network, associated lakes and waterways. For and on behalf of BSI: Chris Cheung, Head of Compliance & Risk - Asia Pacific Original Registration Date: 1998-05-15 Effective Date: 2018-11-12 Latest Revision Date: 2018-11-16 Expiry Date: 2021-11-28 Page: 1 of 3 This certificate was issued electronically and remains the property of BSI Group ANZ Pty Limited, ACN 078 659 211 and is bound by the conditions of contract. This certificate can be verified at www.bsi-global.com/clientdirectory. Printed copies can be validated at www.bsi-global.com/ClientDirectory. Further clarifications regarding the scope of this certificate and the applicability of ISO 14001:2015 requirements may be obtained by consulting the organization. This certificate is valid only if provided original copies are in complete set. Information and Contact: BSI, Kitemark Court, Davy Avenue, Knowlhill, Milton Keynes MK5 8PP. Tel: + 44 345 080 9000 BSI Assurance UK Limited, registered in England under number 7805321 at 389 Chiswick High Road, London W4 4AL, UK. Information and Contact: BSI Group ANZ Pty Limited, ACN 078 659 211: Suite 2, Level 7, 15 Talavera Road, Macquarie Park, NSW 2113 A Member of the BSI Group of Companies. -
Annual Waterways Report
Annual Waterways Report Pieman Catchment Water Assessment Branch 2009 ISSN: 1835-8489 Copyright Notice: Material contained in the report provided is subject to Australian copyright law. Other than in accordance with the Copyright Act 1968 of the Commonwealth Parliament, no part of this report may, in any form or by any means, be reproduced, transmitted or used. This report cannot be redistributed for any commercial purpose whatsoever, or distributed to a third party for such purpose, without prior written permission being sought from the Department of Primary Industries and Water, on behalf of the Crown in Right of the State of Tasmania. Disclaimer: Whilst DPIW has made every attempt to ensure the accuracy and reliability of the information and data provided, it is the responsibility of the data user to make their own decisions about the accuracy, currency, reliability and correctness of information provided. The Department of Primary Industries and Water, its employees and agents, and the Crown in the Right of the State of Tasmania do not accept any liability for any damage caused by, or economic loss arising from, reliance on this information. Department of Primary Industries and Water Pieman Catchment Contents 1. About the catchment 2. Streamflow and Water Allocation 3. River Health 1. About the catchment The Pieman catchment drains a land mass of more than 4,100 km 2 stretching from about Lake St Clair in the Central Highlands west more than 90 km to Granville Harbour on the rugged West Coast of Tasmania. Major rivers draining the catchment are the Savage, Donaldson and Whyte rivers in the lower catchment, the Pieman, Huskisson rivers in the middle catchment and the Mackintosh, Murchison and Anthony rivers in the upper catchment. -
Hydro 4 Water Storage
TERM OF REFERENCE 3: STATE-WIDE WATER STORAGE MANAGEMENT The causes of the floods which were active in Tasmania over the period 4-7 June 2016 including cloud-seeding, State-wide water storage management and debris management. 1 CONTEXT 1.1 Cause of the Floods (a) It is clear that the flooding that affected northern Tasmania (including the Mersey, Forth, Ouse and South Esk rivers) during the relevant period was directly caused by “a persistent and very moist north-easterly airstream” which resulted in “daily [rainfall] totals [that were] unprecedented for any month across several locations in the northern half of Tasmania”, in some cases in excess of 200mm.1 (b) This paper addresses Hydro Tasmania’s water storage management prior to and during the floods. 1.2 Overview (a) In 2014, Tasmania celebrated 100 years of hydro industrialisation and the role it played in the development of Tasmania. Hydro Tasmania believes that understanding the design and purpose of the hydropower infrastructure that was developed to bring electricity and investment to the state is an important starting point to provide context for our submission. The Tasmanian hydropower system design and operation is highly complex and is generally not well understood in the community. We understand that key stakeholder groups are seeking to better understand the role that hydropower operations may have in controlling or contributing to flood events in Tasmania. (b) The hydropower infrastructure in Tasmania was designed and installed for the primary purpose of generating hydro-electricity. Flood mitigation was not a primary objective in the design of Hydro Tasmania’s dams when the schemes were developed, and any flood mitigation benefit is a by-product of their hydro- generation operation. -
Derwent Catchment Review
Derwent Catchment Review PART 1 Introduction and Background Prepared for Derwent Catchment Review Steering Committee June, 2011 By Ruth Eriksen, Lois Koehnken, Alistair Brooks and Daniel Ray Table of Contents 1 Introduction ..........................................................................................................................................1 1.1 Project Scope and Need....................................................................................................1 2 Physical setting......................................................................................................................................1 2.1 Catchment description......................................................................................................2 2.2 Geology and Geomorphology ...........................................................................................5 2.3 Rainfall and climate...........................................................................................................9 2.3.1 Current climate ............................................................................................................9 2.3.2 Future climate............................................................................................................10 2.4 Vegetation patterns ........................................................................................................12 2.5 River hydrology ...............................................................................................................12 2.5.1