Seqwater's 17 August Submission / Response To
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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 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. -
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 -
Bill Gunn Dam Emergency Action Plan
BILL GUNN DAM EMERGENCY ACTION PLAN Expires: 1 June 2022 September 2020 Bill Gunn Dam Emergency Action Plan QUICK REFERENCE GUIDE Emergency Condition Level Dam Hazard Alert Lean Forward Stand Up Stand Down Flood Event (Section Reservoir level equal to or Flood of Record: Reservoir Extreme Flood Level: Reservoir level below Full 7.1) greater than 110.00m AHD level equal to or greater than Reservoir level equal to or Supply Level 110.00m AHD and BoM expected to issue 110.65m AHD greater than111.00m AHD Flood Warnings across SEQ. Significant Increase in Earthquake of Magnitude 3 or Seepage is increasing or earth Dam failure is considered Seepage through the Dam is Seepage or New Area of higher detected in the vicinity material evident in the possible via an identified controlled and; Seepage (Section 7.2) of the Dam or; seepage is increasing and; failure mechanism. No indicators of potential Dam Significant new or increased The increases cannot be failure are present. seepage areas identified at controlled. the Dam or; Seepage areas containing earth material identified at the Dam. Structural Damage to Earthquake of Magnitude 3 or A Terrorist Threat or Incident New structural damage or Dam embankment is stable Dam (Section 7.3) higher detected in the vicinity is reported at the Dam Site or; movement areas indicate and; of the Dam or; some potential for a structural New structural damage or No potential indicators of failure of the Dam. New structural damage or movement areas have not potential Dam failure are movement areas identified at stabilised and are present. -
Rising to the Challenge
Rising to the challenge Annual Report 2010-11 14 September 2011 This Annual Report provides information about the financial and non-financial performance of Seqwater for 2010-11. The Hon Stephen Robertson MP It has been prepared in accordance with the Financial Minister for Energy and Water Utilities Accountability Act 2009, the Financial and Performance PO Box 15216 Management Standard 2009 and the Annual Report City East QLD 4002 Guidelines for Queensland Government Agencies. This Report records the significant achievements The Hon Rachel Nolan MP against the strategies and activities detailed in the Minister for Finance, Natural Resources and the Arts organisation’s strategic and operational plans. GPO Box 611 This Report has been prepared for the Minister for Brisbane QLD 4001 Energy and Water Utilities to submit to Parliament. It has also been prepared to meet the needs of Seqwater’s customers and stakeholders, which include the Federal and local governments, industry Dear Ministers and business associations and the community. 2010-11 Seqwater Annual Report This Report is publically available and can be viewed I am pleased to present the Annual Report 2010-11 for and downloaded from the Seqwater website at the Queensland Bulk Water Supply Authority, trading www.seqwater.com.au/public/news-publications/ as Seqwater. annual-reports. I certify that this Annual Report meets the prescribed Printed copies are available from Seqwater’s requirements of the Financial Accountability Act 2009 registered office. and the Financial and Performance Management Standard 2009 particularly with regard to reporting Contact the Authority’s objectives, functions, performance and governance arrangements. Queensland Bulk Water Authority, trading as Seqwater. -
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. -
PLN-00019 Corporate Asset Delivery
SMP&RSMP&R Manager System Leakage Management Plan Department of Environment and Resource Management Submission February 2010 Corporate Asset Delivery - Plan System Leakage Management TABLE OF CONTENTS 1. INTRODUCTION ...............................................................................................................6 1.1 Background ..............................................................................................................6 2. OVERVIEW OF SCHEMES OPERATED BY SEQWATER ...............................................8 3. NATURE AND EXTENT OF SERVICE..............................................................................9 3.1 Bulk Water Supply and Treatment ............................................................................9 3.2 Irrigation and Stock Watering..................................................................................11 4. DETAILS OF CURRENT SYSTEM LEAKAGE................................................................14 4.1 Bulk Water Supply & Treatment..............................................................................14 4.2 Irrigation and Stock Watering..................................................................................15 4.2.1 Central Lockyer...........................................................................................15 4.2.2 Lower Lockyer.............................................................................................16 4.2.3 Pie Creek Diversion ....................................................................................17 -
Mary Valley Water Supply Scheme Annual Network Service Plan
Mary 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 ........................................................................................................................... 6 2.6 Irrigation Customer Consultation ............................................................................................. 6 2.7 Customer service standards .................................................................................................... 6 3. Financial Performance .......................................................................................................... 6 3.1 Tariffs ...................................................................................................................................... -
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.