Mary Valley Water Supply Scheme Annual Network Service Plan
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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. -
Seqwater's 17 August Submission / Response To
SEQWATER’S 17 AUGUST SUBMISSION / RESPONSE TO QCA REQUEST OF 10 AUGUST 10 August 2012 The Authority provides, herewith, another formal (consolidated) information request to Seqwater. [Questions outlined below prior to Seqwater responses.] A response would be appreciated by Friday 17 August 2012. From: Colin Nicolson Sent: Friday, 17 August 2012 11:30 AM To: Angus MacDonald Cc: Matt Bradbury Subject: NEW DATA REQUEST 10 AUGUST 2012 Angus Here are our responses to the data request and supplementary data request (addendum) of 10 August 2012. QCA Question 1 Past Renewals Data We have been reviewing the past renewals data prepared by The Indec. Some of the items, appear to be more closely related to operational activities. The definition used to determine the capex/opex split endorsed in the 2006 SunWater review (with see refer Tier 1 Working Paper 10) is as follows: “Based on industry best practice, expenditures related to standard operating activities and other expenditures more closely aligned to corrective and preventative maintenance activities have been reclassified out of the refurbishment [renewals] database and into the general operating and maintenance budgets [opex].” a) In relation to the above definition, where relevant, please clarify the exact nature of each of the following types of expenditure [as per your headings and data provided to us]: • “Recreation Maintenance • Infrastructure Maint - Reactive Maint • Infrastructure Maint - Scheduled Maint • Dam Ops - irrigation schemes • Operational Maintenance Services.” b) Also, there appear to be some flood damage repair costs included in past renewal expenditure. Refer Atkinson Dam Flood Renewal (Lower Lockyer Valley WSS). Your main submission indicates that Seqwater does not intend to recover flood damage costs. -
Ewen Maddock Dam – Mooloolah State School Pool Agreement
Frequently asked questions Ewen Maddock Dam - Mooloolah State School Pool Agreement Dams supply our drinking water and play a very important role in the SEQ Water Grid – making sure everyone in South East Queensland has water to live, work and play. Like all major infrastructure, dams are regularly assessed and upgraded to comply with improving engineering standards and guidelines. What is the Ewen Maddock Dam are permitted at Lake Macdonald, Baroon Pocket Upgrade? Dam, Enoggera Dam and Borumba Dam. Ewen Maddock is one of a number of dams across South East Queensland scheduled for an upgrade Please refer to the recreation map here for more as part of Seqwater's Dam Improvement Program. information on the recreation changes to Ewen The upgrade is needed to ensure Ewen Maddock Maddock Dam as part of the upgrade. Dam meets the latest national guidelines into the future. The upgrade will be delivered in two stages. How long is the pool free for? The first stage, referred to as Stage 2A will include lake lowering and embankment work. This phase of The Mooloolah State School pool will be free to all work will involve raising and strengthening the users between Sunday 13 December 2020 and existing embankment walls with significant Thursday 1 April 2021. As part of this partnership, improvements to the recreation area. This stage the pool will have increased opening hours which began in April 2020 and is expected to take 18 are: months to complete, subject to weather and unexpected site conditions. Sunday 13 December 2020 to Saturday 23 January 2021 The next stage, Stage 2B will involve strengthening work on the spillway structure. -
Assessment of Capital and Operating Expenditure Final
Seqwater Irrigation Price Review 2013-2017 Assessment of Capital and Operating Expenditure FINAL December 2012 Seqwater Irrigation Price Review 2013- 2017 ASSESSMENT OF CAPITAL AND OPERATING EXPENDITURE Rev 6 Final 12 December 2012 Sinclair Knight Merz ABN 37 001 024 095 Cnr of Cordelia and Russell Street South Brisbane QLD 4101 Australia PO Box 3848 South Brisbane QLD 4101 Australia Tel: +61 7 3026 7100 Fax: +61 7 3026 7300 Web: www.skmconsulting.com COPYRIGHT: The concepts and information contained in this document are the property of Sinclair Knight Merz Pty Ltd. Use or copying of this document in whole or in part without the written permission of Sinclair Knight Merz constitutes an infringement of copyright. LIMITATION: This report has been prepared on behalf of and for the exclusive use of Sinclair Knight Merz Pty Ltd’s Client, and is subject to and issued in connection with the provisions of the agreement between Sinclair Knight Merz and its Client. Sinclair Knight Merz accepts no liability or responsibility whatsoever for or in respect of any use of or reliance upon this report by any third party. The SKM logo trade mark is a registered trade mark of Sinclair Knight Merz Pty Ltd. Contents 1. Executive summary 6 1.1. Introduction and background 6 1.2. Policy and procedure review 6 1.3. Capital expenditure 7 1.4. Operational Expenditure 12 2. Introduction 18 2.1. Terms of reference 18 2.2. Report overview 19 3. Background 20 3.1. Seqwater 20 3.2. The role of the Authority 22 3.3. -
An Economic Assessment of the Value of Recreational Angling at Queensland Dams Involved in the Stocked Impoundment Permit Scheme
An economic assessment of the value of recreational angling at Queensland dams involved in the Stocked Impoundment Permit Scheme Daniel Gregg and John Rolfe Value of recreational angling in the Queensland SIP scheme Publication Date: 2013 Produced by: Environmental Economics Programme Centre for Environmental Management Location: CQUniversity Australia Bruce Highway North Rockhampton 4702 Contact Details: Professor John Rolfe +61 7 49232 2132 [email protected] www.cem.cqu.edu.au 1 Value of recreational angling in the Queensland SIP scheme Executive Summary Recreational fishing at Stocked Impoundment Permit (SIP) dams in Queensland generates economic impacts on regional economies and provides direct recreation benefits to users. As these benefits are not directly traded in markets, specialist non-market valuation techniques such as the Travel Cost Method are required to estimate values. Data for this study has been collected in two ways in 2012 and early 2013. First, an onsite survey has been conducted at six dams in Queensland, with 804 anglers interviewed in total on their trip and fishing experiences. Second, an online survey has been offered to all anglers purchasing a SIP licence, with 219 responses being collected. The data identifies that there are substantial visit rates across a number of dams in Queensland. For the 31 dams where data was available for this study, recreational anglers purchasing SIP licences have spent an estimated 272,305 days fishing at the dams, spending an average 2.43 days per trip on 2.15 trips per year to spend 4.36 days fishing per angler group. Within those dams there is substantial variation in total fishing effort, with Somerset, Tinaroo, Wivenhoe and North Pine Dam generating more than 20,000 visits per annum. -
Dams and Weirs Capital Works Program Dams and 27 May2014 Weirs Capital 42627348/01/01
a Report Dams and Weirs Capital Works Program Dams and 27 May2014 Weirs Capital 42627348/01/01 Works Prepared for: Program Seqwater Prepared by URS Australia Pty Ltd AUSTRALIA DOCUMENT PRODUCTION / APPROVAL RECORD Issue No. Name Signature Date Position Title Prepared by Mike Phillips 27 May 2014 Senior Associate 27 May 2014 Checked by Christopher Dann Senior Principal 27 May 2014 Approved by Christopher Dann Senior Principal Report Name: DOCUMENT REVISION RECORD Dams and Weirs Capital Works Program Issue No. Date Details of Revisions Report No. 42627348/01/01 Status: Final Client Contact Details: Seqwater Issued by: URS Australia Pty Ltd Level 17, 240 Queen Street Brisbane, QLD 4000 GPO Box 302, QLD 4001 Australia T: +61 7 3243 2111 F: +61 7 3243 2199 © Document copyright of URS Australia Pty Limited. No use of the contents, concepts, designs, drawings, specifications, plans etc. included in this report is permitted unless and until they are the subject of a written contract between URS Australia and the addressee of this report. URS Australia accepts no liability of any kind for any unauthorised use of the contents of this report and URS Australia reserves the right to seek compensation for any such unauthorised use. Document Delivery. URS Australia provides this document in either printed format, electronic format or both. URS Australia considers the printed version to be binding. The electronic format is provided for the client’s convenience and URS Australia requests that the client ensures the integrity of this electronic information is maintained. Storage of this electronic information should at a minimum comply with the requirements of the Electronic Transactions Act 2000 (Cth). -
Dam Safety Education in SEQ Aimee Tutticci, Senior Community Relations Advisor, Seqwater Oroville Dam Crisis Evacuate! This Is Not a Drill
Dam safety education in SEQ Aimee Tutticci, Senior Community Relations Advisor, Seqwater Oroville Dam crisis Evacuate! This is not a drill. 3 The human response Top reasons for non-evacuation 40% 35% 30% 25% 20% 15% 10% 5% 0% Stayed behind to protect property Did not think it would flood Other e.g. traffic congestion Source: Warnings and the human response in the Oroville Dam crisis (Abstract). 2018. US Society of Dams. 4 US dam safety education Many Americans are unaware they are living downstream of a dam. Dam Safety in the United States – A Progress Report on the National Dam Safety Program (Federal Emergency Management Agency, 2014) Source: Dam Safety in the United States. A Progress Report on the National Dam Safety Program. Federal Emergency Management Agency (FEMA), 2014 5 Community knowledge of how dams work Key findings • Some participants couldn’t identify if they lived downstream of a gated or un-gated dam • Lack of knowledge about operational differences between gated and un-gated dams • Lack of geographical awareness of position in relation to dam and dam catchment areas Source: Seqwater Dam Release Communications. Enhancing Messaging Effectiveness. Queensland University of Technology. 2016. 6 Emergency Action Plan (EAP) Source: Federal Guidelines For Dam Safety Risk Management, 2015, Federal Emergency Management Agency (FEMA) 7 Who needs to know? 8 Population at risk 9 SEQ Water Grid 10 So why do we need to educate? Duty of care Social Industry responsibility expectations Government policy 11 Seqwater’s Dam Improvement Program -
WATER SECURITY STATUS REPORT July 2021
WATER SECURITY STATUS REPORT July 2021 Overall Water Security Position Wivenhoe and Somerset future levels should recent conditions repeat Average Daily Residential Consumption With the Water Grid levels now below 60%, Seqwater continues 100% 100% to advocate for water efficiency and has a campaign in market to 80% encourage residential demand reduction. The target of 150 litres per 90% person per day (LPD) is in place as per the South East Queensland 60% 80% adaptive drought response approach. 70% 40% Drought Readiness 60% 2020 July average 20% Drought Response 50% 0% % 40% Target 150 (LPD) 30% Jun-19 Jun-20 Jun-21 Jun-22 Sep-19 Sep-20 Sep-21 Dec-19 Dec-20 Dec-21 59.4 Mar-20 Mar-21 Mar-22 20% Combined Brisbane storage level (%) Somerset-Wivenhoe observed Somerset-Wivenhoe forecast based on average monthly changes 2016-2021 10% SEQ 0% Average Litres per Person Day 0.8% 1 month ago Water Grid storage 3.1% 1 year ago *as at 31 July 2021 Water Grid storage actual drawdown to July 2021, with projected drawdown to December 2021. Drought is continuing across the South East Queensland region, with 146 156 145 165 141 143 the Water Grid level now officially below the drought response trigger The Water Grid drawdown graph shows historical storage data and a projected five month drawdown if the rate observed during the dry calendar 1 *Data range is 1/07/2021 - 28/07/2021 and 2/07/2020 - 29/07/2020 at 59.4%. year of 2019 was repeated. The 2019 data is used because it was a particularly dry year. -
Mary Basin Resource Operations Plan
Mary Basin Resource Operations Plan September 2011 Prepared by: Water Planning South East and Water Services South East Region, Department of Environment and Resource Management © The State of Queensland (Department of Environment and Resource Management) 2011 The department authorises the reproduction of textual material, whole or part, in any form, provided appropriate acknowledgement is given. If you need to access this publication in a language other than English, please call the Translating and Interpreting Service (TIS National) on 131 450 and ask them to telephone Library Services on +61 7 3224 8412. This publication can be made available in an alternative format (e.g. large print or audiotape) on request for people with vision impairment; phone +61 7 3224 8412 or email <[email protected]>. September 2011 #29869 i Foreword This Mary Basin Resource Operations Plan 2011 implements provisions of the Water Resource (Mary Basin) Plan 2006. Released as a draft in August 2010, the resource operations plan has been finalised following a period of public review and comment. The provisions contained in this plan implement the water resource plan by specifying rules and operational requirements for managing surface water resources in the six water supply schemes within the plan area. The provisions in this plan incorporate a number of powerful drivers that will foster new standards of innovation and efficiency to help the community maximise the benefits it derives from these vital resources. Foremost of these is the conversion of more than 520 entitlements to tradeable water allocations. The plan also specifies arrangements for the release of unallocated water from the town water supply reserve, establishing trading zones and rules for trading water allocations, and managing water during periods of critical water supply. -
6 Seqwater Portfolio Risk Assessment
SEQWATER PORTFOLIO RISK ASSESSMENT AND MANAGEMENT BARTON MAHER PRINCIPAL STORAGE PLANNING SEQWATER AUSTRALIA Third Workshop on Case Histories in Dam Safety Risk-Informed Decision Making 2018 Annual Conference Workshop THE WHOLE POINT OF RISK ASSESSMENT Third Workshop on Case Histories in Dam Safety Risk-Informed Decision Making 2018 Annual Conference Workshop SEQWATER – DOWN UNDER Third Workshop on Case Histories in Dam Safety Risk-Informed Decision Making 2018 Annual Conference Workshop WHERE WE OPERATE • One of Australia’s largest water businesses • $12B in assets – 26 dams, 51 weirs, 2 bore fields – 37 water treatment plants – 22 pump stations – 18 reservoirs – 600km pipeline network – recycled water scheme – desalination plant Third Workshop on Case Histories in Dam Safety Risk-Informed Decision Making 2018 Annual Conference Workshop Previous dam safety upgrade projects 1979 2006 Enoggera Hinze Stage 3 2006 1998 Lake Wappa Manchester 1999 2007 North Pine Borumba Dam Saddle Dams 2002 Expenditure 2012 Ewen Maddock Gold Creek over $570MStage 1 2003 2014 Wivenhoe Maroon and Stage 1 Moogerah Third Workshop on Case Histories in Dam Safety Risk-Informed Decision Making 2018 Annual Conference Workshop 1. PURPOSE, CONTEXT AND SCOPE Third Workshop on Case Histories in Dam Safety Risk-Informed Decision Making 2018 Annual Conference Workshop 1.1 PURPOSE OF THE RISK ASSESSMENT Seqwater adopted risk assessment to: . Use and all hazards approach to assessing and prioritising identified dam safety issues / deficiencies using the same metrics . Create a baseline assessment of all dams using a consistent methodology . Identify and target asset “unknowns” for further investigations . Develop a prioitised capital upgrade program to meet regulator requirements . -
Legend THIS MAP IS INDICATIVE ONLY
Bamaga Funnel traps with a rigid opening size of between 5 cm and 10 cm can also be used in these stocked impoundments: • Atkinsons Dam • Koombooloomba Dam • Baroon Pocket Dam • Lake Awonga • Beehive Dam • Lake Gregory Weipa • Bill Gunn Dam • Lake MacDonald Lockhart River (Lake Dyer) • Lenthalls Dam • Bjelke-Petersen Dam (Lake Lenthall) • Boondooma Dam • Leslie Dam • Borumba Dam • Maroon Dam • Burdekin Dam • Middle Creek Dam Coen Port Stewart Ebagoola (Lake Dalrymple) • Moogerah Dam Yarraden • Callide Dam • Mount Morgan Big Dam • Cania Dam • North Pine Dam • Connolly Dam • Peter Faust Dam • Cooby Dam • Ross River Dam Laura Cooktown • Coolmunda Dam • Sideling Creek Dam Lakeland • Cressbrook Dam (Lake Kurwongbah) Maramie • Eungella Dam • Somerset Dam Daintree • Ewen Maddock Dam • Storm King Dam Julatten • Fairbairn Dam • Teemburra Dam Cairns • Fred Haigh Dam • Theresa Creek Dam Mutchilba Atherton (Lake Monduran) • Tinaroo Dam Ravenshoe • Glenlyon Dam • Wivenhoe Dam • Gordonbrook Dam • Wuruma Dam Mount Garnet • Hinze Dam • Wyaralong Dam Mount Surprise • Kinchant Dam Greenvale Townsville Charters Towers Mount Isa Torrens Creek Hughenden Mackay Llanarth Winton Clermont Longreach Barcaldine Emerald Rockhampton Jericho Alpha Blackwater Gladstone Blackall Rolleston Biloela Taroom Gayndah Augathella Injune Wandoan Mitchell Roma Kingaroy Chinchilla Quinalow Crows Nest Brisbane Toowoomba Gatton Millmerran Allora Aratula Warwick Goondiwindi Stanthorpe Legend THIS MAP IS INDICATIVE ONLY. Great Dividing Range These datasets are licensed under the Creative -
Byron Shire Council Assetmanagement Long Term
Concrete Faced Rockfill Dams • Geotechnical site investigations, including evaluation Identifying the need of foundations and identification and testing of The design and construction of Concrete Faced Rockfill construction materials Dams (CFRD) has improved substantially during the last 40 • Concept design for new projects or upgrades years. This type of dam has proven to be a safe structure • Detail design for new CFRDs and upgrades long term and is well suited to withstand static and dynamic • Construction support earthquake loading. In some circumstances CFRDs can • Hydrological analysis offer a cost-effective alternative in both wide and narrow • River diversion valleys compared to other types of rockfill and concrete • Spillway design dams. • Structural analysis Compared to other types of dams, CFRDs offer advantages • Access layout that include: • Safety evaluation of CFRD and other dams, spillways, outlet works, gates, valves, and penstocks • Foundation grouting does not affect the critical path • Mechanical control equipment for dam outlet works activities, since the grout curtain is located on the • Preparation of operation and maintenance manuals upstream side of the CFRD embankment and dam safety emergency plans • CFRDs have historically performed well during • Economic evaluation of installations earthquakes • Environmental studies and engineering • Carbon management • CFRDs with heights exceeding 150 m have been constructed at numerous sites Benefits • CFRDs are able to perform well even if large leakages Our extensive range of capabilities in dam design and occur through the upstream concrete face related fields allows us to draw on a wealth of experience to • CFRD construction offers a cost effective solution for satisfy specific project objectives. We have ready access to many sites a global network of 8500 dedicated professionals.