Queensland Bulk Water Opportunities Statement July 2017 CS6888 07/17
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Sunwater Irrigation Price Review: 2012-17 Volume 2 Macintyre Brook Water Supply Scheme
Final Report SunWater Irrigation Price Review: 2012-17 Volume 2 Macintyre Brook Water Supply Scheme April 2012 Level 19, 12 Creek Street Brisbane Queensland 4000 GPO Box 2257 Brisbane Qld 4001 Telephone (07) 3222 0555 Facsimile (07) 3222 0599 [email protected] www.qca.org.au © Queensland Competition Authority 2012 The Queensland Competition Authority supports and encourages the dissemination and exchange of information. However, copyright protects this document. The Queensland Competition Authority has no objection to this material being reproduced, made available online or electronically but only if it is recognised as the owner of the copyright and this material remains unaltered. Queensland Competition Authority Table of Contents TABLE OF CONTENTS PAGE GLOSSARY III EXECUTIVE SUMMARY IV 1. MACINTYRE BROOK WATER SUPPLY SCHEME 1 1.1 Scheme Description 1 1.2 Bulk Water Infrastructure 1 1.3 Network Service Plans 2 1.4 Consultation 2 2. REGULATORY FRAMEWORK 4 2.1 Introduction 4 2.2 Draft Report 4 2.3 Submissions Received from Stakeholders on the Draft Report 6 2.4 Authority’s Response to Submissions Received on the Draft Report 6 3. PRICING FRAMEWORK 7 3.1 Tariff Structure 7 3.2 Water Use Forecasts 9 3.3 Tariff Groups 10 3.4 Continuous Sharing Arrangements 11 4. RENEWALS ANNUITY 12 4.1 Background 12 4.2 SunWater’s Opening ARR Balance (1 July 2006) 13 4.3 Past Renewals Expenditure 14 4.4 Opening ARR Balance (at 1 July 2012) 26 4.5 Future Renewals Expenditure 27 4.6 SunWater’s Consultation with Customers 39 4.7 Allocation of Renewals Expenditure According to WAE Priority 40 4.8 Calculating the Renewals Annuity 44 5. -
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. -
Pdf\Baffle Boyne Calliope Kolan.Pdf) N
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Cedar Pocket Water Supply Scheme Annual Network Service Plan
Cedar Pocket 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 .................................................................................................... 5 3. Financial Performance .......................................................................................................... 5 3.1 Tariffs ...................................................................................................................................... -
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 ...................................................................................................................................... -
The Burdekin River
The Burdekin River In March 1846, the Burdekin River was named by German During the wet season there is no shortage of water explorer and scientist, Ludwig Leichhardt after Mrs Thomas or wildlife surrounding the Burdekin River. As the wet Burdekin, who assisted Mr Leichhardt during his expedition. season progresses the native wildlife flourishes and the dry country comes alive with all types of flora and fauna. In 1859, George Dalrymple explored the area in search of good pastoral land. Two years later, in 1861, the land One of the major river systems in Australia, the along the Burdekin River was being settled and cattle Burdekin has a total catchment area of 130,000 sq km, properties and agricultural farms were established. which is similar in size to England or Greece. The Burdekin River is 740km long and the centrepiece to an entire network of rivers. Most of the water that flows through the Burdekin Ludwig River starts its journey slowly flowing through Leichhardt creeks and tributaries picking up more volume as it heads towards the Pacific Ocean. Information and photos courtesy of Lower Burdekin Water, CSIRO, SunWater and Lower Burdekin Historical Society Inc. Burdekin Falls Dam The site chosen for the Dam was the Burdekin Throughout the construction phase the As well as being a fantastic spot for camping, Falls, 159km from the mouth of the river. The weather had been very kind. There had this lake is also popular for fishing with Burdekin Dam required a huge volume of not been a wet season in the 2 ½ years schools of grunter, sleepy cod, silver perch concrete; it took 630,000 cubic metres for it had taken to construct the dam. -
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. -
Lin-Et-Al-2018.Pdf
Received: 20 February 2017 Revised: 13 July 2017 Accepted: 17 July 2017 DOI: 10.1002/aqc.2831 RESEARCH ARTICLE Impacts of fishing, river flow and connectivity loss on the conservation of a migratory fish population Hsien‐Yung Lin1 | Christopher J. Brown2 | Ross G. Dwyer3 | Doug J. Harding4 | David T. Roberts5 | Richard A. Fuller1 | Simon Linke2 | Hugh P. Possingham1 1 Centre for Biodiversity and Conservation Science, School of Biological Sciences, The Abstract University of Queensland, St Lucia, QLD, 1. Migratory species depend on connected habitats and appropriate migratory cues to complete Australia their life cycles. Diadromous fish exemplify species with migratory life cycles by moving 2 The Australian Rivers Institute, Griffith between connected freshwater and saltwater habitats to reproduce. However, migration University, Nathan, QLD, Australia increases the exposure of fish to multiple threats and it is critical that managers integrate hab- 3 School of Biological Sciences, The University itat connectivity into resource management and conservation. of Queensland, St Lucia, QLD, Australia 4 Department of Natural Resources and Mines, 2. The benefit of alternative management actions was assessed for a diadromous fish, the Landcentre, Woolloongabba, Australia Australian bass Percalates novemaculeata, using a spatio‐temporal population model informed 5 Seqwater, Ipswich, QLD, Australia by individual‐based movement data. The management actions comprise seasonal closures Correspondence during the spawning season, and controlling fishing pressure by limiting catch or effort. Hsien‐Yung Lin, Centre for Biodiversity and Conservation Science, School of Biological 3. The benefits of implementing seasonal closures depend upon interactions among how fishing Sciences, The University of Queensland, St pressure is controlled, the response of anglers to fishery regulations and river flow regimes. -
Central Lockyer Valley Water Supply Scheme Annual Network Service
Central Lockyer Valley Water Supply Scheme Annual Network Service Plan 2019-20 Published: September 2019 Contents Section Title Page 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 ....................................................................................... 5 2.4.1 Water availability ..................................................................................................... 5 2.4.2 Water use ................................................................................................................ 5 2.5 Water trading........................................................................................................... 7 2.6 Customer Consultation ............................................................................................ 7 2.7 Customer service standards .................................................................................... 7 3. Financial Performance ........................................................................................... -
Lockyer Water Users Forum Inc
lockyer water LWUF users forum Lockyer Water Users Forum Inc. P.O. Box 77 Gatton Qld 4343 Chair Queensland Competition Authority GPO Box 2257 Brisbane Qld 4001 28th November 2018 Dear Sir, RE: CENTRAL AND LOWER LOCK.YER IRRIGATORS SUBMISSION UNDER SECTION 23 OF THE QUEENSLAND COMPETITION AUTHORITY ACT 1997 PRICE PATH PERIOD 2020-2024 This submission is on behalf of the Lockyer Valley Irrigators in the following water supply schemes constructed and owned by the State of Queensland and operated by SEQW being: • Atkinson Dam • Lake Clarendon • Mortonvale Pipeline • Bill Gunn Dam This submission is in regard to the yet to be introduced 4 year price path (2020 - 2024) and seeks to address maters of fact in the continual underlying poor performance of the schemes and argues that new policy is required when formulating a price path for schemes that will never be able to reach cost recovery or breakeven. Lockyer Valley Irrigators will also be providing a response when the Commission calls for submissions on the SEQW prici,ng proposals for the four years from July 2019 Current Situation: SEQW has advised customers under the pricing principles expected to be implemented by the QCA that the next price path will include the introduction of Part A (fixed cost) and Part B (variable cost) groundwater pricing for Central Lockyer Water Supply Schemes and that will result in the water charges being split at 95% Part A and 5% Part B. Mortonvale Pipeline Users will in addition pay Part C and Part D charges on the pipeline. The introduction of fixed Part A charges will occur with the introduction of water allocations in the Central Lockyer. -
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.