Operational Plan 2018-19
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Seqwater Recreation Guide WAPPA
Wappa Dam RECREATION GUIDE seqwater.com.au About OUR VISION Wappa Dam To manage access to recreation Wappa Dam is located west of Yandina in the Sunshine Coast opportunities while protecting hinterland. The dam was constructed in 1963 on the South Maroochy natural resources and water quality. River and supplies drinking water to the interconnected supply network. The lake has a catchment area of approximately 69.7km2 and holds 4694 megalitres of water at full supply. Spillway Lookout The lookout at Jack Harrison Park located at Wappa Park Road, Kiamba, is a great place to view the dam when it is spilling. RECREATION REVIEW UPDATE Seqwater is committed to providing quality recreation facilities that everyone can enjoy. We wanted to know what the community thought of current facilities and what suggestions you had for the future, so in 2013 we started a full Recreation Review across our assets. We appreciate the efforts of everyone who took the time to participate in our workshops and online surveys. While we want to implement as many ideas as possible, Seqwater must remain committed to protecting our natural environment and minimising the risks to water quality. Some of the changes will be implemented at a later date, once further funding has been secured and all environmental impact analysis has been completed. Progress updates, along with details of the feedback received is available at seqwater.com.au/recreview. We value the unique status of the Jinibara People as the original owners and custodians of the land and water around Wappa Dam. 2 Wappa Dam RECREATION GUIDE Wappa Dam RECREATION GUIDE 3 Protecting our waterways & the environment We all need to do our part to ensure we keep our • cleaning and drying anything that came into waterways healthy. -
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 ...................................................................................................................................... -
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. -
Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report - Cedar Pocket Tariff Group
Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report - Cedar Pocket Tariff Group September 2012 Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report - Cedar Pocket Tariff Group © Queensland Bulk Water Authority 2012 This document is and shall remain the property of Queensland Bulk Water Authority. The document may only be used for the purposes for which it was prepared. Unauthorised use of this document in any form whatsoever is prohibited. Document Status Version Date Author Reviewed PCG Approval 1 20/4/12 AL/GH MD 2 23/4/12 GH MD 3 19/9/12 GH MD Filename: Seqwater_IrrigRen_Tarrif Group Summary_CedarPkt_Ver 3_Sept12 Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report - Cedar Pocket Tariff Group Contents 1. Introduction 4 2. Asset Information 5 2.1 Irrigation Infrastructure 5 2.2 Relevant Asset Information 5 3. Projections 6 3.1 Summary 6 3.2 Significant Projects 6 3.3 Additional Commentary 8 Table Index Table 1 Summary of Irrigation Infrastructure 5 Table 2 Significant Projects 6 Table 3 Summary of Renewal Projections 7 Appendices A Water Supply Scheme Schematic B Renewal Projections Filename: Seqwater_IrrigRen_Tarrif Group Summary_CedarPkt_Ver 3_Sept12 Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report - Cedar Pocket Tariff Group 1. Introduction Seqwater owns and operates the following seven irrigation schemes: Central Lockyer WSS; Lower Lockyer WSS; Logan River WSS; Mary River WSS; Cedar Pocket WSS; Warrill Valley WSS; and Central-Brisbane WSS. Seqwater also owns and operates a distribution system, the Morton Vale Pipeline. There are nine tariff groups associated with these schemes. To assist with the determination of price paths, a forecast of future renewal expenditure is required at the individual tariff group level. -
Appendix 8.1 Capital Expenditure Disclosures for the Grid Service Charges Information Returns 2012-2013
Appendix 8.1 Capital Expenditure Disclosures for the Grid Service Charges Information Returns 2012-2013 Seqwater Capital Expenditure 2011-2012 Project ID Project Description Asset Name and Type Asset Location Construction Start/ Acquisition Date Commissioning Date New/ Ongoing life Asset Opening Balance 2011-12 2011-12 Interest Capitalised Total Capital Cost WTP, Dam, Pipeline Years QCA approval Est Act Seqwater Drought Infrastructure Capitalised by 30 June 2012 C201000217 Wyaralong Dam Acquisition (see Note 1 below) Wyaralong Dam Beaudesert Jul-11 Jul-11 New 150 373,473,000 373,427,243 - 373,427,243 C201000119 Wyaralong Dam - transfer - owner costs Wyaralong Dam Beaudesert Jul-11 Jul-11 New 150 385,000 400,000 365,000 - 750,000 C200900032 Hinze Dam Stage 3 (Construction) Hinze Dam Nerang Pre 1-Jul-11 Nov-11 New 150 371,502,000 11,300,000 13,949,376 57,986,000 443,437,376 Hinze Dam Stage 3 - Land Hinze Dam Nerang Pre 1- Jul-12 Nov- 11 New 0 - 8,950 , 000 8,950 , 000 - 8,950 , 000 C200900032 Hinze Dam Stage 3 (Defects Liability) Hinze Dam Nerang Pre 1-Jul-11 Jun-12 New 150 10,000,000 9,968,970 - 9,968,970 C200900085 Ewen Maddock WTP Upgrade Ewen Maddock WTP Sunshine Coast Jul-11 Jun-12 Ongoing 30 100,000 260,000 - 260,000 Total Seqwater Drought Infrastructure Capitalised by 30 June 2012 404,223,000 406,920,589 57,986,000 836,793,589 Approved Seqwater Non-drought Infrastructure Capitalised by 30 June 2012 C201000232 Mt Crosby WTPs Critical Chemical Dosing Systems Mt Crosby WTPs Mt Crosby Jul-11 Jun-12 Ongoing 20 705,000 705,000 - 705,000 -
Cedar Pocket Water Supply Scheme
Final Report Seqwater Irrigation Price Review 2013-17 Volume 2 Cedar Pocket Water Supply Scheme April 2013 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 2013 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. CEDAR POCKET DAM WATER SUPPLY SCHEME 1 1.1 Scheme Description 1 1.2 Bulk Water Infrastructure 1 1.3 Network Service Plans 3 1.4 Consultation 3 2. REGULATORY FRAMEWORK 4 2.1 Introduction 4 2.2 Regulatory Framework and Risk Allocation 4 3. PRICING FRAMEWORK 8 3.1 Tariff Groups 8 3.2 Tariff Structure 8 3.3 Water Use Forecasts 10 4. RENEWALS ANNUITY 12 4.1 Introduction 12 4.2 Seqwater’s Opening ARR Balance (1 July 2013) 13 4.3 Forecast Renewals Expenditure 17 4.4 Seqwater’s Consultation with Customers and Reporting 29 4.5 Allocation of Headworks Renewals Costs 31 4.6 Calculating the Renewals Annuity 31 5. OPERATING COSTS 33 5.1 Background 33 5.2 Historical Operating Costs 33 5.3 Forecast Total Operating Costs 34 5.4 Prudency and Efficiency of Direct Operating Costs 41 5.5 Prudency and Efficiency of Non-Direct Operating Costs 54 5.6 Allocation of Non-Direct Operating Costs 60 5.7 Cost Escalation 62 5.8 Summary of Operating Costs 64 6. -
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. -
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. -
Dam Safety Management Program
DAM SAFETY MANAGEMENT PROGRAM Controlled Copy 1 Revision 0 May 2010 REVISION STATUS Revision No. Date Amendment Details 0 May 2010 Revision No: 0 Date: May 2010 1 DISTRIBUTION LIST Controlled Copy Agency Responsible Person Location Number 1 Seqwater Chief Executive Officer Brisbane 2 Executive General Manager, Seqwater Brisbane Water Delivery 3 Dam Safety and Source Seqwater Brisbane Operations Manager 4 Seqwater Principal Engineer Dam Safety Karalee 5 Seqwater Operations Coordinator, North Landers Shute 6 Seqwater Operations Coordinator, Central Wivenhoe Dam 7 Seqwater Operations Coordinator, South Karalee 8 DERM Dam Safety Regulator Brisbane Revision No: 0 Date: May 2010 2 DEFINITIONS “Act” means the Water Supply (Safety and Reliability) Act 2008; “AHD” means Australian Height Datum; “ANCOLD” means Australian National Committee on Large Dams; “Chairperson” means the Chairperson of Seqwater; “Controlled Document” means a document subject to managerial control over its contents, distribution and storage. It may have legal and contractual implications; “Dams” means dams to which this document applies, that is all referable dams owned by Seqwater; “Dam Operator” means a person who has been trained and who is competent to operate a Dam; “Dam Supervisor” means the senior on-site officer at a Dam; “Data Book” means Data Book for a Dam; “DERM” means the Queensland Department of Environment and Resource Management; “EAP” means Emergency Action Plan for a Dam; “EL” means elevation in metres Australian Height Datum; “Flood Manuals” means Manual -
Wappa Dam Recreation Management Discussion Paper
Wappa Dam Recreation Management Discussion Paper November 2013 Contents November 2013 ........................................................................................................................ 1 Background ............................................................................................................ 3 Overview of Wappa Dam .............................................................................................. 6 Cultural Heritage ...................................................................................................................... 6 Commercial Development ........................................................................................................ 7 Trespassing .............................................................................................................................. 7 Areas of Discussion .............................................................................................. 8 Swimming ................................................................................................................................. 8 Picnicking ................................................................................................................................. 8 Playgrounds ............................................................................................................................. 9 Camping ................................................................................................................................... 9 Motorised Watercraft -
Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report on Methodology
Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report on Methodology April 2012 Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 © Queensland Bulk Water Authority 2012 This document is and shall remain the property of Queensland Bulk Water Authority. The document may only be used for the purposes for which it was prepared. Unauthorised use of this document in any form whatsoever is prohibited. Document Status Version Date Author Reviewed PCG Approval 1 20/4/12 GH MD 2 Filename: Seqwater_IrrigRen_Methodology_Ver 1 Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Contents 1. Introduction 1 2. Scope 2 2.1 Infrastructure 2 2.2 Renewal Work 2 2.3 Exclusions from Renewals Annuity 3 3. Background 4 3.1 Seqwater 4 3.2 Historical Renewal Expenditure 4 3.3 Current Asset Management Practices 4 3.4 Proposed Future Asset Management Improvements 8 4. Asset Information 9 4.1 Irrigation Infrastructure 9 4.2 Relevant Asset Information 9 5. Approach 12 5.1 General 12 5.2 Development of Renewal Projections 12 6. Useful Asset Lives 15 7. Asset Refurbishment Frequency 16 8. Detailed Assessment 17 9. Cost Estimation 18 Table Index Table 1 Identification of Asset Renewal Needs 5 Table 2 Summary of Irrigation Infrastructure 10 Appendices A Overview of Seqwater’s Asset Management Framework B Asset Criticality and Condition Assessment Criteria and Rating System Filename: Seqwater_IrrigRen_Methodology_Ver 1 Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 C Standard Useful Asset Lives D Standard Asset Refurbishment Frequencies E Cost Escalation Indices Filename: Seqwater_IrrigRen_Methodology_Ver 1 Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 1. -
Raising Wappa Dam
3.9 Maroochy River: Raising Wappa Dam 3.9.1 General Wappa Dam is located on the South Maroochy River at AMTD 32.1 km, approximately 6.5 km upstream of its confluence with the North Maroochy River. The mean annual rainfall for the catchment is approximately 1700 mm. It has a catchment area of 72.4 km2 (Reference 23). The dam was constructed in 1961 and has a capacity of 4,610 ML at the current full supply level of EL 44.8m. Wappa Dam is operated in conjunction with Cooloolabin Dam, the Intake Weir for Image Flat Water Treatment Plant and Poona Dam. Table 3.9.1 General Parameters of Wappa Dam Feature Description Name of Project Wappa Dam Other Names N/A Catchment Maroochy River Stream South Maroochy River Location (AMTD) 32.1 km Location (Latitude / Longitude) 26°34’11” S / 152°55’20” E (Map Grid of Australia (MGA), Zone 56. Datum = GDA94) Location (Easting / Northing) 7061223 / 0492258 (Map Grid of Australia (MGA), Zone 56. Datum = GDA94) Local Government Area Maroochy Shire Council Catchment Area Approximately 72.4 km2 Dam Types Considered Concrete Gravity Dam Current Full Supply Level 44.8m Current Capacity 4,610 ML 3.9.2 Storage Capacity The storage capacity curves for Wappa Dam are as shown in Figure 3.9.1 and Figure 3.9.2. 41/14840/334061 South East Queensland Regional Water Supply Strategy BSI04, Part 3 388 Wappa Dam Raise AMTD 32.1 km The storage curve data was derived from DPI Water Resources Drawing A3-101494 which in turn was derived from 1:10,000 Orthophoto maps 9444-112,113 and 114 with contour intervals of 5m.