Seqwater Play It Safe Fact Sheet
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
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. -
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 .......................................................................................................................... -
Schedule a - Urban Utilities High Level Water Restrictions
Schedule A - Urban Utilities High Level Water Restrictions This schedule details the way in which potable water from the Seqwater bulk water supply is permitted to be used after commencement of High Level Water Restrictions. For assistance with interpretation of this document please refer to the definition section at the end of this document. Category High Level Water Restrictions 1.1 Residential and non- Total ban on sprinklers. Hand-held hoses with a twist or trigger nozzle can be used for watering established residential premises gardens and lawns: a. Odd numbered properties Watering established gardens and lawns - 4am-8am and 4pm-8pm - Tuesday and Saturday (Note this does not include b. Even or un-numbered properties production and sale area - 4am-8am and 4pm-8pm irrigation for non-residential - Wednesday and Sunday consumers) Bucket or watering can may be used at any time. Only one hose at a time can be used at the property. The following are not permitted: ‐ Hoses without a twist or trigger nozzle ‐ Hoses which are not hand- held (e.g. left to run hooked in a tree). Category High Level Water Restrictions 1.2 Residential premises As per restriction item 1.1 Watering of gardens only for residents eligible for concession 1.3 Residential and non- Wasting water by way of leaking taps and plumbing fittings and overflowing containers or structures (including residential premises but not limited to pools, spas and rainwater tanks) and allowing water to flow onto roads, pathways and driveways during is prohibited. Water wastage 1.4 Residential and non- Sprinklers with a timer and hand- held hoses with a twist or trigger nozzle can be used for watering newly residential properties established gardens and lawns: Watering newly established a. -
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. -
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. -
40736 Open Space Strategy 2011 FINAL PROOF.Indd
58 Sunshine Coast Open Space Strategy 2011 Appendix 2: Detailed network blueprint The Sunshine Coast covers over 229,072 ha of land. It contains a diverse range of land forms and settings Existing including mountains, rural lands, rivers, lakes, beaches Local recreation park and diverse communities within a range of urban and District recreation park rural settings. Given the size and complexity of the Sunshine Coast open space, the network blueprint Sunshine Coast wide recreation park provides policy guidance for future planning. It addresses existing shortfalls in open space provision as Sports ground well as planning for anticipated requirements responding Amenity reserve to predicted growth of the Sunshine Coast. Environment reserve The network blueprint has been prepared based on three Conservation estate planning catchments to assist readers. Specific purpose sports The three catchments are: Urban Development Area Sunshine Coast wide – recreation parks, sports under ULDA Act 2007 grounds, specific purpose sports and significant Existing signed recreation trails recreation trails that provide a range of diverse and Regional Non-Urban Land Separating unique experiences for users from across the Sunshine Coast from Brisbane to Sunshine Coast. Caboolture Metropolitan Area Community hub District – recreation parks, sports grounds and Locality of Interest recreation trails that provide recreational opportunities boundary at a district level. There are seven open space planning districts, three rural and four urban. Future !( Upgrade local recreation park Local – recreation parks and recreation trails that !( Upgrade Sunshine Coast wide/ provide for the 32 ‘Localities of Interest’ within the district recreation park Sunshine Coast. !( Local recreation park The network blueprint for each catchment provides an (! District recreation park overview of current performance and future directions by category. -
Evacuation Process Sub Plan
City of Ipswich Local Disaster Management Sub Plan Evacuation Process A3980093: April 2018 Approval and Endorsement Approved by resolution at the Infrastructure and Emergency Management Committee No. 2018(04) of 16 April 2018 and Council Ordinary Meeting of 23 April 2018. Endorsement by the City of Ipswich Local Disaster Management Group Meeting of 15 May 2018. TABLE OF CONTENTS PART 1: ADMINISTRATION AND GOVERNANCE .............................................................................. 4 1.1 Authorising Environment ...................................................................................................... 4 1.2 Principles ............................................................................................................................... 4 1.3 Purpose .................................................................................................................................. 4 1.4 Key Objectives ....................................................................................................................... 4 1.5 Continuous Improvement ..................................................................................................... 4 1.6 Amendment Register ............................................................................................................ 5 PART 2: EVACUATION GENERALLY .................................................................................................. 6 2.1 Assignment of Organisation Evacuation Specific Responsibilities ....................................... -
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. -
Wyaralong Dam: Issues and Alternatives
Wyaralong Dam: issues and alternatives Issues associated with the proposed construction of a dam on the Teviot Brook, South East Queensland 2nd edition October 2006 Report prepared by Dr G Bradd Witt and Katherine Witt The proposed Wyaralong Dam: issues and alternatives 2nd edition October 2006 Wyaralong Dam: issues and alternatives Issues associated with the proposed construction of a dam on the Teviot Brook, South East Queensland 2nd Edition October 2006 Report prepared by Dr G Bradd Witt and Katherine Witt - 1 - The proposed Wyaralong Dam: issues and alternatives 2nd edition October 2006 Table of contents Table of contents ................................................................................. i 1.0 Executive summary ................................................................... 1 1.1 Purpose ............................................................................. 1 1.2 Key issues identified in this report ........................................ 2 1.3 Alternative proposition ........................................................ 3 2.0 Introduction and context............................................................ 5 2.1 The Wyaralong District ........................................................ 5 2.2 The Teviot Catchment ......................................................... 5 3.0 Key issues of concern ................................................................ 7 3.1 Catchment yield and dam yield ............................................ 7 3.2 Water quality...................................................................