The Queensland Urban Water Industry Workforce Composition Snapshot Contents
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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. -
State Budget 2010–11 Capital Statement Budget Paper No.3 State Budget 2010–11 Capital Statement Budget Paper No.3
State Budget 2010–11 Capital Statement Budget Paper No.3 State Budget 2010–11 Budget State Capital Statement Budget Paper No.3 Paper Budget Statement Capital State Budget 2010–11 Capital Statement Budget Paper No.3 www.budget.qld.gov.au 2010–11 State Budget Papers 1. Budget Speech 2. Budget Strategy and Outlook 3. Capital Statement 4. Budget Measures 5. Service Delivery Statements Budget Highlights This suite of Budget Papers is similar to that published in 2009–10. The Budget Papers are available online at www.budget.qld.gov.au. They can be purchased through the Queensland Government Bookshop – individually or as a set – by phoning 1800 801 123 or at www.bookshop.qld.gov.au © Crown copyright All rights reserved Queensland Government 2010 Excerpts from this publication may be reproduced, with appropriate State Budget 2010–11 acknowledgement, as permitted under the Copyright Act. Capital Statement Budget Paper No.3 Capital Statement www.budget.qld.gov.au Budget Paper No.3 ISSN 1445-4890 (Print) ISSN 1445-4904 (Online) STATE BUDGET 2010-11 CAPITAL STATEMENT Budget Paper No. 3 TABLE OF CONTENTS 1. Overview Introduction .................................................................................. 2 Capital Grants to Local Government Authorities.......................... 5 Funding the State Capital Program.............................................. 6 2. State Capital Program - Planning and Priorities Introduction .................................................................................11 Capital Planning and Priorities....................................................11 -
Seqwater's 22 October Submission / Response To
SEQWATER’S 22 OCTOBER SUBMISSION / RESPONSE TO QCA REQUEST OF 12 OCTOBER 12 October 2012 I hereby provide Seqwater with a further information request. Seqwater’s detailed responses to each item would be appreciated by COB 19 October 2012, please. Happy to discuss at any time noting the proposed due date of COB 19 October 2012 From: Colin Nicolson [mailto:[email protected]] Sent: Friday, 19 October 2012 1:10 PM To: Angus MacDonald Cc: George Passmore; Damian Scholz Subject: FW: Information Request 12 October 2012 Hello Angus Here are our responses to the above information request. QCA Question 1 - Cedar Pocket Stakeholders (Issues Arising (IA) Cedar Pocket 2012) submitted that more details were required regarding Seqwater’s proposed renewals expenditure [outlined in the NSP] on “electricity supply assets” in 2025-26 at $30,000. Please provide more details regarding this proposed expenditure. Seqwater Response to Item 1 The Assets in question are a property pole, meter box (excluding the meters), cabling and a distribution board. The renewal is scheduled based on the Seqwater “standard asset life” of 20 years for this type of equipment. It was installed in 2005 and will be 20 years old when the work is scheduled. The cost estimate is drawn from the estimated replacement costs as set out in Section 5.2.2 and Section 9 of the Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report on Methodology. The renewal timing, will be reviewed on an ongoing basis so that it is only delivered when condition warrants. The scope and cost estimate will be reviewed prior to commencement of work to ensure the delivery is efficient. -
Water for Life
SQWQ.001.002.0382 • se a er WATER FOR LIFE • Strategic Plan 2010-11 to 2014-15 Queensland Bulk Water Supply Authority (QBWSA) trading as Seqwater 1 SQWQ.001.002.0383 2010-11 to 2014-15 Strategic Plan Contents Foreword ........................................................................................................................................................... 3 Regional Water Grid ......................................................................................................................................... 4 . Seqwater's vision and mission ......................................................................................................................... 5 Our strategic planning framework ................................................................................................................... 5 Emerging strategic issues ................................................................................................................................ 7 Seqwater's goals and strategy for 2010-11 to 2014-15 ................................................................................... 8 • Budget outlook............................................................................................................................................... 10 Strategic performance management ................................................................................................................. 11 Key Performance Indicators .......................................................................................................................... -
Submission DR130
To: Commissioner Dr Jane Doolan, Associate Commissioner Drew Collins Productivity Commission National Water Reform 2020 Submission by John F Kell BE (SYD), M App Sc (UNSW), MIEAust, MICE Date: 25 March 2021 Revision: 3 Summary of Contents 1.0 Introduction 2.0 Current Situation / Problem Solution 3.0 The Solution 4.0 Dam Location 5.0 Water channel design 6.0 Commonwealth of Australia Constitution Act – Section 100 7.0 Federal and State Responses 8.0 Conclusion 9.0 Acknowledgements Attachments 1 Referenced Data 2A Preliminary Design of Gravity Flow Channel Summary 2B Preliminary Design of Gravity Flow Channel Summary 3 Effectiveness of Dam Size Design Units L litres KL kilolitres ML Megalitres GL Gigalitres (Sydney Harbour ~ 500GL) GL/a Gigalitres / annum RL Relative Level - above sea level (m) m metre TEL Townsville Enterprise Limited SMEC Snowy Mountains Engineering Corporation MDBA Murray Darling Basin Authority 1.0 Introduction This submission is to present a practical solution to restore balance in the Murray Daring Basin (MDB) with a significant regular inflow of water from the Burdekin and Herbert Rivers in Queensland. My background is civil/structural engineering (BE Sydney Uni - 1973). As a fresh graduate, I worked in South Africa and UK for ~6 years, including a stint with a water consulting practice in Johannesburg, including relieving Mafeking as a site engineer on a water canal project. Attained the MICE (UK) in Manchester in 1979. In 1980 returning to Sydney, I joined Connell Wagner (now Aurecon), designing large scale industrial projects. Since 1990, I have headed a manufacturing company in the specialised field of investment casting (www.hycast.com.au) at Smithfield, NSW. -
Lower Lockyer Valley Water Supply Scheme Annual Network Service Plan
Lower Lockyer Valley Water Supply Scheme Annual Network Service Plan December 2013 Contents 1. Introduction ............................................................................................................................ 3 2. Scheme Details ...................................................................................................................... 3 2.1 Scheme background and context ............................................................................................ 3 2.2 Infrastructure details ................................................................................................................ 3 2.3 Customers and water entitlements serviced ........................................................................... 4 2.4 Water availability and use ........................................................................................................ 4 2.5 Water trading ........................................................................................................................... 5 2.6 Irrigation Customer Consultation ............................................................................................. 5 2.7 Customer service standards .................................................................................................... 6 3. Financial Performance .......................................................................................................... 6 3.1 Tariffs ...................................................................................................................................... -
Phase 2 Review of Sunwater Administration Costs
Queensland Competition Authority SunWater Administration Cost Review Phase 2 25 August 2011 Deloitte Touche Tohmatsu ABN 74 490 121 060 550 Bourke Street Melbourne VIC 3000 Tel: +61 (0) 3 9671 7000 Fax: +61 (0) 3 9671 7700 www.deloitte.com.au John Hall The Chief Executive Officer Queensland Competition Authority GPO Box 2257 Brisbane QLD 4001 25 August 2011 Dear Mr Hall RE: SunWater Admin Costs – Phase2 Review Deloitte is pleased to submit this final report to the Queensland Competition Authority as part of the SunWater Irrigator Price Review process. Please do not hesitate to contact me directly should you wish to discuss. Yours sincerely Kumar Padisetti Partner Energy and Infrastructure Advisory 1 Contents Statement of Responsibility 3 1 Executive Summary 5 2 Introduction 7 2.1 Background to the Price Setting Review 7 2.2 Terms of Reference and Approach 7 3 SunWater‘s Administrative Costs 9 3.1 SunWater‘s Services 9 3.2 Provision of Services 12 3.3 Adminstrative Costs Summary 15 3.4 Assessment of SunWater‘s Administrative Costs 17 3.5 Local benchmarking 36 3.6 Cost Escalation 40 3.7 Insurance 42 3.8 Identified Efficiency Opportunities 44 4 Cost Allocation Methodology 45 4.1 SunWater‘s proposed CAM 46 4.2 Assessment of SunWater‘s Proposed Methodology 51 5 Conclusion 80 5.1 General Comments 80 5.2 Reasonableness and Prudency of Administrative Costs 80 5.3 Appropriateness of Cost Allocation Methodology 81 Appendix A – Case Studies 83 Appendix B – Worked examples of cost allocation to schemes 89 Appendix C – Worked examples of cost allocation to customer groups 98 Appendix D – Allocation of admin costs to Irrigator Service Contracts and Deloitte modelling results 104 Appendix E – MAE detailed analysis 110 2 Statement of Responsibility This report was prepared for the Queensland Competition Authority as part of the 2012-17 irrigation price review, for the purpose of assessing the efficiency of SunWater‘s proposed administration costs and the appropriateness of the allocation methodology used to apportion administration costs to irrigation customers. -
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. -
Record of Proceedings
PROOF ISSN 1322-0330 RECORD OF PROCEEDINGS Hansard Home Page: http://www.parliament.qld.gov.au/hansard/ E-mail: [email protected] Phone: (07) 3406 7314 Fax: (07) 3210 0182 Subject FIRST SESSION OF THE FIFTY-THIRD PARLIAMENT Page Tuesday, 14 February 2012 ASSENT TO BILLS .............................................................................................................................................................................. 1 Tabled paper: Letter, dated 6 December 2011, from Her Excellency the Governor to Mr Speaker advising of assent to bills on 6 December 2011. ............................................................................................................................ 1 REPORT ............................................................................................................................................................................................... 1 Expenditure of the Office of the Speaker ................................................................................................................................. 1 Tabled paper: Statement for Public Disclosure: Expenditure of the Office of the Speaker of the Legislative Assembly for the period 1 July 2011 to 31 December 2011......................................................................................... 1 PRIVILEGE ........................................................................................................................................................................................... 2 Speaker’s -
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. -
Obi Obi Creek Fencing & Revegetation (Macleod)
Projects 2014-15 Obi Obi Creek Fencing & Revegetation (Macleod) PROJECT PLAN Project No. 1415-006 This Project Plan has been prepared by: Mark Amos Project Manager Lake Baroon Catchment Care Group PO Box 567 Maleny, Qld, 4552 Phone (07) 5494 3775 Email [email protected] Website www.lbccg.org.au Disclaimer While every effort has been made to ensure the accuracy of this Project Plan, Lake Baroon Catchment Care Group makes no representations about the accuracy, reliability, completeness or suitability for any particular purpose and disclaims all liability for all expenses, losses, damages and costs which may be incurred as a result of the Plan being inaccurate or incomplete in any way. How to use this Plan This Plan is split into three distinct sections. The Summary (pp. 5-6) is a two page brief description of the project and includes details of the stakeholders, budgets, outputs and outcomes. The Project Plan (pp. 7-13) outlines the main details involved in implementing the project and in most cases should explain the project sufficiently. The Attachments (pp. 14-42) provides additional information to support the Project Plan. The various numbered Contents in the Project Plan directly correspond with the numbered sections in the Attachments and provides further information. Terms used in this Plan Lake Baroon and Baroon Pocket Dam are used interchangeably, although Lake Baroon is usually used when referring to the catchment and Baroon Pocket Dam refers to the dam as commercial water storage. PROJECT VERSIONS & APPROVALS Date Version/Description Result April 2014 Sunshine Coast Council Landholder Environment Grant Approved June 2014 November 2014 Draft LBCCG Project Proposal n/a 11/12/2014 Project presented to LBCCG Committee TBA (Minutes) Project Proposal forwarded to Seqwater for approval (email) TBA (A.