Seqwater's 22 October Submission / Response To
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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. -
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. -
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. -
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. -
Rural Irrigation Price Review 2020–24 Part A: Overview
Final report Rural irrigation price review 2020–24 Part A: Overview January 2020 © Queensland Competition Authority 2020 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 copyright2 and this material remains unaltered. Queensland Competition Authority Contents Contents EXECUTIVE SUMMARY III Scope of our review iii Approach iii Prices iii Revenue and cost risks v Approach to apportioning dam safety upgrade capex v Costs vi Recommendations vi 1 OVERVIEW OF OUR APPROACH 1 1.1 Background 1 1.2 Referral 1 1.3 Irrigation services 2 1.4 Key regulatory obligations 3 1.5 Our approach to the investigation and recommending prices 3 1.6 Review process 5 2 PRICING FRAMEWORK 6 2.1 Introduction 6 2.2 Scope of our investigation 6 2.3 Matters we are required to consider in undertaking our investigation 9 2.4 Approach 10 2.5 Stakeholders' submissions 10 2.6 Relevant matters for this investigation 11 2.7 Approach to bill moderation and the transition to lower bound prices 22 2.8 Summary of approach to relevant matters 23 3 RISK AND THE REGULATORY FRAMEWORK 24 3.1 Background 24 3.2 Revenue risk 27 3.3 Cost risk 33 4 APPORTIONING DAM SAFETY UPGRADE CAPITAL EXPENDITURE 44 4.1 Overview 44 4.2 Dam safety compliance obligations 46 4.3 Recent developments and drivers of dam safety upgrades -
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. -
L Z012 Oalt Aegavcd
t 6 JUL Z012 OAlt AEGavcD Queensland Competition Authority. file ref:444089 Level19, 12 Creek Street, BRISBANE. QLD 4001 For the Attention of Angus MacDonald Dear Sir, Subject-Irrigation Prices for Seqwater Central Brisbane WSS: 2013-17 We are stakeholders in the Central Brisbane WSS and hold a current license to draw water from the Brisbane River between Wivenhoe Dam and Mount Crosby. We would be extremely concerned should the QCA come to the conclusion that the documentation provided by Seqwater provides a justification for any charge to be made for water taken direct from the Brisbane River under the capped 7000MI agreement. We note that the Fernvale Consultation meeting of 22"d June was attended by a very small proportion of the 130 license Holders. We consider that the views expressed about the level of charging per Ml were not representative of our views or the views of the majority of license holders in the Central Brisbane WSS who attended a meeting of 10th July 2012. We support the views expressed in the attached submission and request the QCA accept this submission on our behalf. Yours faithfully, Signature r/lrz-1'151§/1 rr-; L-~,P Print Name of l icense Holder... ............... :.................. .............................................. .. Date 16 ~: ~.... / 'j-l- ~~ MID a&Ua&JII£ A l 'f'EI. 1 &1.1&4..-e&l ~ Pt•omotin8 Effective Sustainable Catchment Manag=ent Submission to Queensland Competition Authority In relation to Seqwater Rural Water Supply Network Service Plan For the Central Brisbane River supply scheme On Behalf of The Members of Mid Brisbane River Irrigators Inc This submission is prepared under 3 main headings 1. -
Purified Recycled Water in the Lockyer Valley
Fact Sheet December 2012 Purified Recycled Water in the Lockyer Valley The water supply security of South East Queensland (SEQ) has recently been increased by the construction of the Western Corridor Recycled Water Scheme. The infrastructure of advanced wastewater treatment plants provides purified recycled water (PRW) to the SEQ Water Grid for indirect potable reuse of effluent from urban areas. With a maximum combined production capacity of 232 million litres of PRW a day, it is the third largest recycled water scheme in the world and the largest in the southern hemisphere. This additional water supply is critical during drought conditions but is underused in wet periods. The provision of recycled water in an environmentally Background sound and socially-equitable manner requires measured The Urban Water Security Research Alliance (the Alliance) understanding of the potential impacts on the region’s worked closely with the Queensland Water Commission, soils, groundwater system, environment (such as salinity the former Queensland Department of Environment and issues) and the economy. Therefore, a holistic framework Resource Management, WaterSecure (now Seqwater) and was required to inform an integrated water management the SEQ Water Grid Manager, as well as irrigators and the plan involving the use of PRW. This was achieved through farming community. a multi-tiered assessment incorporating environmental risk analysis, climate modelling, regulatory considerations and Together we explored the feasibility of providing agro-economics. approximately 20 million litres per year of PRW to supplement irrigation supplies in the Lockyer Valley, 80 km The environmental risks and benefits from the supply of PRW west of Brisbane. were the core subjects addressed by this research, using a combination of field research, water quality and quantity Alliance research explored whether the use of PRW can serve modelling , and unstructured stakeholder interviews. -
Darling Downs - DD1
Priority Agricultural Areas - Darling Downs - DD1 Legend Railway Regional Plans boundary Parcel boundary C o g o Lake and dam o n R i Priority Agricultural Area ver DD4 DD7 DD1 DD5 DD8 M a r a n o a DD2 DD3 DD6 DD9 R iv e r r ive e R onn Bal 02.25 4.5 9 13.5 18 Ej Beardmore Dam kilometres B a l o n To the extent permitted by law, The Department of State Development, n e Infrastructure and Planning gives no warranty in relation to the material or R i information contained in this data (including accuracy, reliability, v e r completeness or suitability) and accepts no liability (including without limitation, liability in negligence) for any loss, damage or costs (including indirect or consequential damage) relating to any use of the material or information contained in this Data; and responsibility or liability for any loss or damage arising from its use. Priority Agricultural Areas - Darling Downs - DD2 Legend Bollon St George Railway Regional Plans boundary Parcel boundary Lake and dam Priority Agricultural Area DD4 DD7 Ba DD1 DD5 DD8 lo n n e R i v DD2 DD3 DD6 DD9 e r r e iv R n a rr Na Dirranbandi ive r lgo a R Cu r e v i R a 02.25 4.5 9 13.5 18 ar k h kilometres Bo To the extent permitted by law, The Department of State Development, Infrastructure and Planning gives no warranty in relation to the material or information contained in this data (including accuracy, reliability, Lake Bokhara completeness or suitability) and accepts no liability (including without limitation, Hebel liability in negligence) for any loss, damage or costs (including indirect or consequential damage) relating to any use of the material or information contained in this Data; and responsibility or liability for any loss or damage New South Wales arising from its use. -
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. -
Annual Report 2011-12
AnnuAl RepoRt 2011-12 6 September 2012 this Annual Report provides information about the financial and non-financial performance of the Queensland Bulk Water Supply the Hon Mark McArdle Mp Authority (trading as Seqwater) for 2011-12. Minister for energy and Water Supply PO Box 15216 It has been prepared in accordance with the Financial City east QlD 4002 Accountability Act 2009, the Financial and performance Management Standard 2009 and the Annual Report Guidelines the Hon tim nicholls Mp for Queensland government agencies. treasurer and Minister for trade level 9, executive Building the report records the significant achievements against the 100 George St strategies and activities detailed in the organisation’s Strategic Brisbane Qld 4000 and operational plans. this report has been prepared for the Minister for energy and Dear Ministers Water Supply, to submit to parliament. It has also been prepared 2011-12 Seqwater Annual Report to meet the needs of Seqwater’s customers and stakeholders, which include the Commonwealth and local governments, I am pleased to present the Annual Report 2011-12 and industry and business associations and the community. financial statements for the Queensland Bulk Water Supply Authority (QBWSA), trading as Seqwater. this report is publicly available and can be viewed and downloaded from Seqwater’s website at I certify that this Annual Report complies with: www.seqwater.com.au/public/news-publications/annual-reports. • the prescribed requirements of the Financial Accountability Act 2009 and the Financial and performance Management Standard 2009, and • the detailed requirements set out in the Annual Report requirements for Queensland government agencies.