STORES Environmental and Water Consumption Impacts
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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 -
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. -
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. -
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 -
EPBC Act Referral
EPBC Act referral Note: PDF may contain fields not relevant to your application. These fields will appear blank or unticked. Please disregard these fields. Title of proposal 2021/8909 - South Marionoak Tailings Storage Facility, Rosebery, Tasmania Section 1 Summary of your proposed action 1.1 Project industry type Mining 1.2 Provide a detailed description of the proposed action, including all proposed activities The proposed action is the construction and operation of a new Tailings Storage Facility (TSF) at South Marionoak (SMO) in proximity to Rosebery, Tasmania within the West Coast municipality (South Marionoak TSF). The South Marionoak TSF will form part of the MMG Rosebery mine operations and will allow for piping and disposal of tailings resulting from the processing plant. The proposed South Marionoak TSF will provide long term essential tailings storage for the Rosebery Mine. Rosebery Mine has operated continuously since 1936 as an underground polymetallic base metal mine with a capacity to produce up to 1,100,000 tonnes of ore per year. Rosebery produces zinc, copper and lead concentrates, as well as gold ore. The mine has used the Bobadil TSF, situated approximately 2.5 km north of the mine, and 2/5 Dam TSF situated approximately 1 km south of the mine. The TSFs are expected to reach capacity within the next few years, and a new TSF will be required to support the mine’s ongoing operation. The South Marionoak TSF has been designed as an off-stream facility with storage volume of approximately 25 Mm3 and an anticipated lifespan of around 42 years (based on current tailings production rates). -
Iconic Lands: Wilderness As a Reservation Criterion for World Heritage
ICONIC LANDS Wilderness as a reservation criterion for World Heritage Mario Gabriele Roberto Rimini A thesis submitted in fulfilment of the requirements for the degree of Doctor of Philosophy Institute of Environmental Studies University of New South Wales April 2010 1 ACKNOWLEDGEMENTS My gratitude goes to the Director of the Institute of Environmental Studies, John Merson, for the knowledge and passion he shared with me and for his trust, and to the precious advice and constant support of my co-supervisor, Stephen Fortescue. My family, their help and faith, have made this achievement possible. 2 TABLE OF CONTENTS CHAPTER I Introduction ………………………………………………………………………….…...…… 8 Scope and Rationale.………………………………………………………………………….…...…………. 8 Background…………………………………………………………………………………………………… 12 Methodology…………………………………………………………………………………………………. 22 Structure…………………………………………………………………………………………………….... 23 CHAPTER II The Wilderness Idea ……………………………………………………………………........ 27 Early conceptions …………………………………………………………………………………………..... 27 American Wilderness: a world model …………………………………………………….....………………. 33 The Wilderness Act: from ideal to conservation paradigm …………………………………........…………. 43 The values of wilderness ……………………………………………………………………….…………… 48 Summary ………………………………………………………………………………………….…………. 58 CHAPTER III Wilderness as a conservation and land management category worldwide …………......... 61 The US model: wilderness legislation in Canada, New Zealand and Australia …………………………… 61 Canada: a wilderness giant ………………………………………………………………………..…........... -
Listing Statement
THREATENED SPECIES LISTING STATEMENT ORCHID L iawenee greenhood Pterostylis pratensis D. L. Jones 1998 Status Tasmanian Threatened Species Protection Act 1995 ……………………………….……..………..………………..vulnerable Commonwealth Environment Protection and Biodiversity Conservation Act 1999 ……………………..….….…...............Vulnerable Hans & Annie Wapstra Description December. In flower, the plants are 7 to 15 cm tall, Pterostylis pratensis belongs to a group of orchids with many closely sheathing stem leaves. They commonly known as greenhoods because the dorsal have 2 to 12 densely crowded white flowers with sepal and petals are united to form a predominantly dark green stripes. The hood apex curves down green, hood-like structure that dominates the abruptly and terminates with a short tip. The two flower. When triggered by touch, the labellum flips lateral sepals hang down and are fused to form a inwards towards the column, trapping any insect pouch below the labellum though the tips may inside the flower, thereby aiding pollination as the remain free. The labellum, which also hangs down, insect struggles to escape. Greenhoods are is whitish green, oblong with a shallowly notched deciduous terrestrials that have fleshy tubers, which tip and has an appendage that points out with a dark are replaced annually. At some stage in their life green, knob-like apex with a short, broad, blunt cycle all greenhoods produce a rosette of leaves. beak about 0.5 mm long. In all, the flowers are 7 to 8.5 mm long and 4.5 mm wide. The rosette of Pterostylis pratensis encircles the base of the flower stem. The 4 to 8 rosette leaves Its darker green and white flowers and larger leaves are dark green, crowded, and oval to circular can distinguish Pterostylis pratensis, which grows shaped with the broadest part in the middle, 25 to in montane and subalpine regions on the Central 35 mm long and 14 to 22 mm wide. -
Lake Margaret Power Scheme a Conservation Management Plan
Lake Margaret Power Scheme A Conservation Management Plan Volume 1 March 2006 Paul Davies Pty Ltd Architects Heritage Consultants Lake Margaret Power Scheme Paul Davies Pty Ltd Conservation Management Plan March 2006 Lake Margaret Power Scheme Paul Davies Pty Ltd Conservation Management Plan March 2006 Contents 1 INTRODUCTION................................................................................................. 1 1.1 Background ................................................................................................ 1 1.1.1 How to Use the Plan....................................................................... 1 1.1.2 Limitations ...................................................................................... 2 1.1.3 Authors ........................................................................................... 2 1.1.4 Acknowledgments .......................................................................... 2 1.1.5 Identification of the Place ............................................................... 3 2 HISTORICAL BACKGROUND........................................................................... 6 2.1 Preface....................................................................................................... 6 2.2 Summary History........................................................................................ 6 2.3 Major Stages of Development of the site ................................................... 7 2.4 Development of the Power Station Building............................................ -
Tasmania Lake Pieman Project Exploration Licence: El15/2007
LAKE PIEMAN PROJECT rd ASF RESOURCES EL 15/2007 3 ANNUAL TECHNICAL REPORT JUN. 2010 ASF RESOURCES PTY LTD ABN:24 121 465 405 TASMANIA LAKE PIEMAN PROJECT EXPLORATION LICENCE: EL15/2007 3rd ANNUAL TECHNICALREPORT NO.ASFR 08/10 REPORTING PERIOD: 23/07/2009 TO 22/07/2010 Report prepared by: Mark Derriman 10 September 2010 Copies 1. Department of Mineral Resources, Tasmania 1 copy 2. ASF Resources (Sydney) 1 copy ASF Resources Pty Ltd | Lake Pieman Project 3rd Annual Technical Report 2010 Page - 1 - LAKE PIEMAN PROJECT rd ASF RESOURCES EL 15/2007 3 ANNUAL TECHNICAL REPORT JUN. 2010 Table of Contents EL 152007_201007_main report.pdf LIST OF FIGURES ------------------------------------------------------------------------------ - 3 - LIST OF TABLES ---------------------------------------------------------------------------------- - 3 - 1. SUMMARY --------------------------------------------------------------------------------- - 4 - 2. INTRODUCTION.......................................................................................................-4- 3. LOCATION AND ACCESS ------------------------------------------------------------- - 4 - 4. TENURE ------------------------------------------------------------------------------------ - 5 - 5. REGIONAL GEOLOGY AND MINERALISATION ------------------------------- - 5 - 5.1 Regional Geology --------------------------------------------------------------------------------------------------- 5 - 5.2 Regional Mineralisation ------------------------------------------------------------------------------------------- -
West Coast Wilderness
WEst COast WILDERNESS WAY This route links the three World Heritage START: Cradle Mountain EXPLORE: Tasmania’s West Coast Areas of Cradle Mountain, the wild rivers of DURATION: 3-4 days the Franklin and lower Gordon River and NATIONAL PARKS ON THIS ROUTE: the land and 3,000 lakes that surround > Franklin-Gordon Wild Rivers National Park Lake St Clair. The route starts from Cradle Mountain and explores the unique post- settlement history of the region that includes convicts, miners and railway men and their families. LEG TIME / DISTANCE Cradle Mountain to Zeehan 1 hr 35 min / 106 km Zeehan to Strahan 41 min / 44 km Strahan to Queenstown 37 min / 41 km Queenstown to Lake St Clair (Derwent Bridge) 1 hr / 86 km Cradle Mountain - Zeehan > After enjoying the Cradle Mountain experience make your next stop Tullah, a town with a chequered history of mining and hydro development that now caters to visitors. > Stop for refreshments at Tullah Lakeside Lodge or maybe a bit of fishing on Lake Rosebery. > The town of Rosebery, a short drive farther southwest, is a working mine township proud of its environmental management. Tour the mine’s surface infrastructure. > Nearby is a three-hour return walk to Tasmania’s tallest waterfall, Montezuma Falls. > Continue on to Zeehan, once Tasmania’s third-largest town with gold and silver mines, numerous hotels and more than 10,000 residents. Now it’s at the centre of the west coast’s mining heritage, with the West Coast Heritage Centre, the unusual Spray Tunnel and the Grand Hotel and Gaiety Theatre.