Obi Obi Creek Fencing & Revegetation (Macleod)
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Overview March 19 Ewen Maddock Dam Is One of Several Dams in South East Queensland Scheduled to Be Upgraded As Part of Our O
Overview March 19 Ewen Maddock Dam is one of several dams in South East Queensland scheduled to be upgraded as part of our ongoing Dam Improvement Program. The upgrade work is set to begin from July 2019 and will include strengthening the existing embankment and raising the dam wall to increase its floodwater capacity. Work is expected to take up to 18 months, subject to weather conditions and other unexpected delays. About the Dam Ewen Maddock Dam is part of the SEQ Water Grid – a connected network of dams, treatment plants, reservoirs and pipelines supplying drinking water to the region. The dam was constructed across Addlington Creek, a tributary of the Mooloolah River. Construction of the dam was completed in 1976 and the full supply level (FSL) was raised in 1982. Following the independent dam safety review in 2010, a number of improvements were identified at Ewen Maddock Dam and approved for delivery in two stages. In 2012, the stage one upgrade of the dam involved the installation of pressure relief wells into the foundation materials, and construction of a sand filter buttress and overlying weighting berm made of clay along the downstream embankment toe. In 2016, Seqwater engaged an engineering consultant to develop the second stage of the upgrade design. More than twenty-one options were identified during this process. About the Dam Safety Upgrade On 1 February 2019, the Minister for Natural Resources, Mines and Energy, Dr Anthony Lynham, announced the project will begin in 2019. The media release can be read here. http://statements.qld.gov.au/Statement/2019/2/1/20m-upgrade-work- for-ewen-maddock-dam The 2019 - 2020 stage two upgrade option will: • add sand filters to the existing earthfill embankment • raise the embankment height with a parapet wall, to increase flood capacity • strengthen the concrete spillway • raise the training walls of the spillway • install emergency outlets in the spillway to enable reservoir drawdown in the case of a dam safety incident. -
Water for South East Queensland: Planning for Our Future ANNUAL REPORT 2020 This Report Is a Collaborative Effort by the Following Partners
Water for South East Queensland: Planning for our future ANNUAL REPORT 2020 This report is a collaborative effort by the following partners: CITY OF LOGAN Logo guidelines Logo formats 2.1 LOGO FORMATS 2.1.1 Primary logo Horizontal version The full colour, horizontal version of our logo is the preferred option across all Urban Utilities communications where a white background is used. The horizontal version is the preferred format, however due to design, space and layout restrictions, the vertical version can be used. Our logo needs to be produced from electronic files and should never be altered, redrawn or modified in any way. Clear space guidelines are to be followed at all times. In all cases, our logo needs to appear clearly and consistently. Minimum size 2.1.2 Primary logo minimum size Minimum size specifications ensure the Urban Utilities logo is reproduced effectively at a small size. The minimum size for the logo in a horizontal format is 50mm. Minimum size is defined by the width of our logo and size specifications need to be adhered to at all times. 50mm Urban Utilities Brand Guidelines 5 The SEQ Water Service Provider Partners work together to provide essential water and sewerage services now and into the future. 2 SEQ WATER SERVICE PROVIDERS PARTNERSHIP FOREWORD Water for SEQ – a simple In 2018, the SEQ Water Service Providers made a strategic and ambitious statement that represents decision to set out on a five-year journey to prepare a holistic and integrated a major milestone for the plan for water cycle management in South East Queensland (SEQ) titled “Water region. -
ASX Announcement FRIDAY 29 MAY 2020
ASX Announcement FRIDAY 29 MAY 2020 Brisbane Floods Class Action - Update Summary Judgment delivered today on liability apportionment between the three defendants and the damages claim of the Representative Plaintiff. Liability apportioned 20% against the State of Queensland, 50% against Seqwater and 30% against Sunwater. Omni Bridgeway Limited (Omni Bridgeway) refers to its most recent announcement dated 1 May 2020 concerning its Brisbane Floods Class Action investment. Judgment was today delivered by the Supreme Court of New Wales (Court) on the apportionment of liability between the three defendants and on the quantum of damages awarded to the Representative Plaintiff. Liability Apportionment The Court determined that, following its finding of negligence in December 2019, the resulting liability of the defendants was to be apportioned 20% against the State of Queensland (State), 50% against Queensland Bulk Water Supply Authority trading as Seqwater (Seqwater) and 30% against Sunwater Limited (Sunwater). Amount of Damages to Representative Plaintiff Following the Court’s findings in December 2019 on a number of common issues applicable to determining the quantum of damages due to group members, the Court has now determined the specific amount of damages due to the Representative Plaintiff. Appeals Seqwater and Sunwater have both filed appeals against the liability finding, but the State has not. The parties will have a period of time to decide whether to appeal all or some aspects of today’s decision. The appeal by Sunwater and Seqwater on the finding of liability is likely to be heard in November 2020 or early in 2021 and it is anticipated that any appeal on the apportionment of liability or the amount of the damages awarded to the Representative Plaintiff would be heard concurrently. -
Fact Sheet Wivenhoe Dam
Fact sheet Wivenhoe Dam Wivenhoe Dam Wivenhoe Dam’s primary function is to provide a safe drinking Key facts water supply to the people of Brisbane and surrounding areas. It also provides flood mitigation. Name Wivenhoe Dam (Lake Wivenhoe) Watercourse Brisbane River The water from Lake Wivenhoe, the reservoir formed by the dam, is stored before being treated to produce drinking water Location Upstream of Fernvale and follows the water journey of source, store and supply. Catchment area 7020.0 square kilometres Length of dam wall 2300.0 metres Source Year completed 1984 Wivenhoe Dam is located on the Brisbane River in the Somerset Type of construction Zoned earth and rock fill Regional Council area. embankment Spillway gates 5 Water supply Full supply capacity 1,165,238 megalitres Wivenhoe Dam provides a safe drinking water supply for Flood mitigation 1,967,000 megalitres Brisbane, Ipswich, Logan, Gold Coast, Beaudesert, Esk, Gatton, Laidley, Kilcoy, Nanango and surrounding areas. The construction of the dam involved the placement of around 4 million cubic metres of earth and rock fill, and around 140,000 Wivenhoe Dam was designed and built as a multifunctional cubic metres of concrete in the spillway section. Excavation facility. The dam was built upstream of the Brisbane River, of 2 million cubic metres of earth and rock was necessary to 80 kilometres from Brisbane City. At full supply level, the dam construct the spillway. holds approximately 2,000 times the daily water consumption needed for Brisbane. The Brisbane Valley Highway was relocated to pass over the dam wall, while 65 kilometres of roads and a number of new Wivenhoe Dam, along with the Somerset, Hinze and North Pine bridges were required following construction of the dam. -
40736 Open Space Strategy 2011 FINAL PROOF.Indd
58 Sunshine Coast Open Space Strategy 2011 Appendix 2: Detailed network blueprint The Sunshine Coast covers over 229,072 ha of land. It contains a diverse range of land forms and settings Existing including mountains, rural lands, rivers, lakes, beaches Local recreation park and diverse communities within a range of urban and District recreation park rural settings. Given the size and complexity of the Sunshine Coast open space, the network blueprint Sunshine Coast wide recreation park provides policy guidance for future planning. It addresses existing shortfalls in open space provision as Sports ground well as planning for anticipated requirements responding Amenity reserve to predicted growth of the Sunshine Coast. Environment reserve The network blueprint has been prepared based on three Conservation estate planning catchments to assist readers. Specific purpose sports The three catchments are: Urban Development Area Sunshine Coast wide – recreation parks, sports under ULDA Act 2007 grounds, specific purpose sports and significant Existing signed recreation trails recreation trails that provide a range of diverse and Regional Non-Urban Land Separating unique experiences for users from across the Sunshine Coast from Brisbane to Sunshine Coast. Caboolture Metropolitan Area Community hub District – recreation parks, sports grounds and Locality of Interest recreation trails that provide recreational opportunities boundary at a district level. There are seven open space planning districts, three rural and four urban. Future !( Upgrade local recreation park Local – recreation parks and recreation trails that !( Upgrade Sunshine Coast wide/ provide for the 32 ‘Localities of Interest’ within the district recreation park Sunshine Coast. !( Local recreation park The network blueprint for each catchment provides an (! District recreation park overview of current performance and future directions by category. -
Strategic Framework December 2019 CS9570 12/19
Department of Natural Resources, Mines and Energy Queensland bulk water opportunities statement Part A – Strategic framework December 2019 CS9570 12/19 Front cover image: Chinaman Creek Dam Back cover image: Copperlode Falls Dam © State of Queensland, 2019 The Queensland Government supports and encourages the dissemination and exchange of its information. The copyright in this publication is licensed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. Under this licence you are free, without having to seek our permission, to use this publication in accordance with the licence terms. You must keep intact the copyright notice and attribute the State of Queensland as the source of the publication. For more information on this licence, visit https://creativecommons.org/licenses/by/4.0/. The information contained herein is subject to change without notice. The Queensland Government shall not be liable for technical or other errors or omissions contained herein. The reader/user accepts all risks and responsibility for losses, damages, costs and other consequences resulting directly or indirectly from using this information. Hinze Dam Queensland bulk water opportunities statement Contents Figures, insets and tables .....................................................................iv 1. Introduction .............................................................................1 1.1 Purpose 1 1.2 Context 1 1.3 Current scope 2 1.4 Objectives and principles 3 1.5 Objectives 3 1.6 Principles guiding Queensland Government investment 5 1.7 Summary of initiatives 9 2. Background and current considerations ....................................................11 2.1 History of bulk water in Queensland 11 2.2 Current policy environment 12 2.3 Planning complexity 13 2.4 Drivers of bulk water use 13 3. -
Somerset and Wivenhoe Dam Safety Upgrades – Business
Somerset and Wivenhoe Dam Safety Upgrades – Business Case Stage APRIL 2019 Somerset Dam was built between 1937 and 1959. Wivenhoe Dam was completed in 1985. Both dams were designed to the engineering standards of their time. We now know more about the risks of extreme floods to the Somerset and Wivenhoe Dam walls. Both dams will be upgraded so that they can withstand much larger floods. What has changed since the dams were built? Some things have changed since the dams were built or last upgraded. These include: • significant population growth downstream • advances in dam design and the development of consistent risk assessment methods • improved estimates of extreme rainfall events • data from recent floods and updated flood modelling. An independent assessment has found the dams do not meet modern Queensland Government dam safety guidelines. We now know extreme floods could exceed the design capacity of the dams. Under the Water Supply (Safety and Reliability) Act 2008, we need to upgrade both dams to meet the guidelines. Lowering water levels in Somerset and Wivenhoe In January 2016, Seqwater changed the way it manages both Somerset and Wivenhoe Dams. These changes immediately improved the ability of both dams to withstand extreme floods and maintain flood mitigation. Changes include: • Changing the flood operations manual for both dams • Lowering the water supply storage volume of Somerset Dam to 80% of its normal volume • Lowering the water supply storage volume of Wivenhoe Dam to 90% of its normal volume. Lowering the water supply storage volume increased the flood storage volume in the dams. What to expect Get involved The water supply storage levels in both dams will remain Identifying the social, environmental and heritage impacts lowered during the design and construction of the of the shortlisted upgrade options for Somerset Dam is part Somerset Dam safety upgrade. -
Seqwater Fees and Charges Schedule 1 July 2021 to 30 June 2022
Seqwater Fees and Charges Schedule 1 July 2021 to 30 June 2022 Water Supply from River/Channel/Pipeline/Groundwater (non-irrigation) Medium Priority Medium Priority High Priority High Priority Water Supply Scheme & Fixed Part A Volumetric Part B Fixed Part A Volumetric Part B Distribution System $/ML $/ML $/ML $/ML Cedar Pocket $880.58 $72.72 NA NA Central Brisbane River $33.18 $2.60 $87.32 $2.60 Central Lockyer Valley $363.15 $11.26 NA NA Logan River $37.90 $18.82 $307.51 $18.82 Lower Lockyer Valley $226.05 $33.99 NA NA Mary Valley $27.46 $8.16 $299.70 $8.16 Morton Vale Pipeline* $383.49 $18.94 NA NA Pie Creek* $646.15 $263.29 NA NA Warrill Valley $25.41 $12.17 $325.81 $12.17 Table 1 * Bundled fixed charge includes fixed Part C tariff; bundled variable charge includes variable Part D tariff. Fees and charges set under the Seqwater Rural Water Pricing Direction Notice No 1 (2021) Rural Irrigation Water Pricing for irrigation customers Rural irrigation water prices apply only in relation to an irrigation service as defined in the Water Act 2000. An irrigation service is defined in Schedule 4 of the Water Act 2000 as the supply of water or drainage services for irrigation of crops or pastures for commercial gain. The Queensland Government sets the prices of irrigation water supplied by Seqwater based on recommendations from the Queensland Competition Authority (QCA). The QCA completed its investigation into water prices to apply to Seqwater’s irrigation customers from 1 July 2020 to 30 June 2024 in February 2020. -
Water for Life Your Say on South East Queensland's Water Future
Your say on South East Queensland’s water future Water for life 2015 – 2045 A Queensland Bulk Water Supply Authority, trading as Seqwater. ABN: 75 450 239 876 Level 8 117 Brisbane Street, Ipswich QLD 4305 PO Box 16146 City East QLD 4002 P 1800 771 497 F +61 7 3229 7926 E [email protected] W seqwater.com.au Translation and interpreting assistance Seqwater is committed to providing accessible services to people from culturally and linguistically diverse backgrounds. Please contact us and we will arrange an interpreter to share this publication with you. ISBN-13:978-0-9943790-1-6 © Seqwater 2015 This publication is correct at time of writing and is subject to change. B Water for life Water gives and sustains life. It supports healthy communities and a prosperous South East Queensland (SEQ). It is an essential service that is delivered to 3.1 million people across our region every day. As the region’s bulk water supply authority, we are committed to water for life. We are charged with delivering safe, secure and cost-effective water and catchment services to our customers and communities today and in the future. In SEQ we live in a climate of extremes – from times of drought to floods – and we need to be ready to adjust our water use and management when conditions change. Our research tells us that apart from a severe drought or a sharp increase in demand, we have enough water to supply our region for about 15 years. But after that, we will need new water sources to meet growing demand. -
Manual of Operational Procedures for Flood Mitigation at Wivenhoe Dam and Somerset Dam 1 the Controlled Version of This Document Is Registered
Wivenhoe Dam and Somerset Dam Manual of Operational Procedures for Flood Mitigation Revision 15 | November 2019 15 Revision No. Date Amendment Details 0 27 October 1968 Original issue. 1 6 October 1992 Complete revision and re-issue. 2 13 November 1997 Complete revision and re-issue. 3 24 August 1998 Change to page 23. 4 6 September 2002 Complete revision and re-issue. 5 4 October 2004 Complete revision. 6 20 December 2004 Miscellaneous amendments and re-issue. 7 November 2009 (approved by Gazette notice Complete revision. 22 January 2010) 8 September 2011 Revision but no substantive alteration of objectives, strategies or operating practices. 9 November 2011 Insertion of Section 8 and consequential amendments. 10 October 2012 Revision but no substantive alteration of objectives, strategies or operating practices. 11 November 2013 Revision to take account of changes to the Act and improve clarity, but no substantive alteration of objectives or strategies. Operating practices amended to exclude consideration of Twin Bridges and Savages Crossing following stakeholder input. 12 November 2014 Significant revision including changes from WSDOS investigations, legislative changes and a number of general improvements. 13 November 2015 A number of minor updates to improve readability and application. 14 November 2016 Changes to account for the revised Maximum Flood Storage Level for Somerset Dam and a number of general improvements. 15 November 2019 Revision Revision No: 15 – November 2019 Seqwater Doc No: MAN-0051 Manual of Operational Procedures for Flood Mitigation at Wivenhoe Dam and Somerset Dam 1 The controlled version of this document is registered. All other versions including printed versions are uncontrolled. -
The Queensland Urban Water Industry Workforce Composition Snapshot Contents
The Queensland Urban Water Industry Workforce Composition Snapshot Contents 1 Introduction 1 1.1 Queensland Water Industry 1 1.2 What is a Skills Formation Strategy 2 2 Size of the Queensland Water Industry 3 2.1 Section Summary 3 2.2 Background 3 2.3 Total Size of the Local Government Water Industry 4 2.4 Size of the Broader Queensland Water Industry 5 3 Internal Analysis: Workforce Statistics 6 3.1 Section Summary 6 3.2 Background 6 is a business unit of the 3.3 Job Family/Role 7 Institute of Public Works Engineers Association 3.4 Age 8 Queensland (IPWEAQ) 3.5 Age Profile and Job Role 9 and an initiative of Institute 3.6 Comparison of Queensland Local Government of Public Works Engineering owned Water Service Providers, SEQ Water Grid Australia QLD Division Inc and WSAA study workforce statistics 10 Local Government Association of QLD 4 Discussion and Conclusion 11 Local Government References 12 Managers Australia Appendix 13 Australian Water Association This document can be referenced as the ‘Queensland Urban Water Industry Workforce Snapshot 2010’ 25 Evelyn Street Newstead, QLD, 4006 PO Box 2100 Fortitude Valley, BC, 4006 phone 07 3252 4701 fax 07 3257 2392 email [email protected] www.qldwater.com.au 1 Introduction Queensland is mobilising its water industry to respond to significant skills challenges including an ageing workforce and competition from other sectors. 1.1 Queensland Water Industry In Queensland, there are 77 standard registered water service providers, excluding smaller boards and private schemes. Of these, 66 are owned by local government, 15 utilities are indigenous councils including 2 Torres Strait Island councils and 13 Aboriginal councils. -
WATER SECURITY STATUS REPORT December 2020
WATER SECURITY STATUS REPORT December 2020 SEQ Water Grid capacity Average daily residential consumption Grid operations and overall water security position (L/Person) Despite receiving rainfall in parts of the northern and southern areas The Southern Regional Water Pipeline is still operating in a northerly 100% 250 2019 December average of South East Queensland (SEQ), the region continues to be in Drought direction. The Northern Pipeline Interconnectors (NPI 1 and 2) have been 90% 200 Response conditions with combined Water Grid storages at 57.8%. operating in a bidirectional mode, with NPI 1 flowing north while NPI 80% 150 2 flows south. The grid flow operations help to distribute water in SEQ Wivenhoe Dam remains below 50% capacity for the seventh 70% 100 where it is needed most. SEQ Drought Readiness 50 consecutive month. There was minimal rainfall in the catchment 60% average Drought Response 0 surrounding Lake Wivenhoe, our largest drinking water storage. The average residential water usage remains high at 172 litres per 50% person, per day (LPD). While this is less than the same period last year 40% 172 184 165 196 177 164 Although the December rain provided welcome relief for many of the (195 LPD), it is still 22 litres above the recommended 150 LPD average % region’s off-grid communities, Boonah-Kalbar and Dayboro are still under 57.8 30% *Data range is 03/12/2020 to 30/12/2020 and 05/12/2019 to 01/01/2020 according to the SEQ Drought Response Plan. drought response monitoring (see below for additional details). 20% See map below and legend at the bottom of the page for water service provider information The Bureau of Meteorology (BOM) outlook for January to March is likely 10% The Gold Coast Desalination Plant (GCDP) had been maximising to be wetter than average for much of Australia, particularly in the east.