HISTORY of the DAM 1967-68 – Un-Gated Dam Is Built
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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. -
Leslie Harrison Dam Emergency Action Plan
LESLIE HARRISON DAM EMERGENCY ACTION PLAN Expires: 1 August 2023 September 2020 Leslie Harrison 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 15.24m AHD and level equal to or greater than Reservoir level equal to or Supply Level of 15.24m AHD BoM expected to issue Flood 18.62m AHD greater than 21.00m AHD 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 the controlled. Dam or; Seepage areas containing earth material identified at the Dam. Structural Damage to Earthquake of Magnitude 3 or A Terrorist Threat or Incident is New structural damage or Dam embankment is stable Dam (Section 7.3) higher detected in the vicinity 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. -
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 -
30 March 2011 General Meeting Minutes
MMIINNUUTTEESS GENERAL MEETING Wednesday, 30 March 2011 Council Chambers 1st floor Administration Building Bloomfield Street Cleveland. Qld 4163 GENERAL MEETING MINUTES 30 MARCH 2011 TABLE OF CONTENTS ITEM SUBJECT PAGE NO 1 DECLARATION OF OPENING ....................................................................8 2 DEVOTIONAL SEGMENT ...........................................................................8 3 RECOGNITION OF ACHIEVEMENT ...........................................................8 4 RECORD OF ATTENDANCE AND LEAVE OF ABSENCE ........................ 8 5 RECEIPT AND CONFIRMATION OF MINUTES.......................................... 9 5.1 GENERAL MEETING MINUTES 23 FEBRUARY 2011 ................ 9 6 MATTERS OUTSTANDING FROM PREVIOUS GENERAL MEETING MINUTES .....................................................................................................9 6.1 REPORT FROM CHIEF EXECUTIVE OFFICER .......................... 9 6.1.1 PETITION (DIVISION 9) MANAGEMENT OF SAFETY ISSUES – CROTONA ROAD EAST, ALEXANDRA HILLS AND CROTONA ROAD, CAPALABA ......................................... 9 6.1.2 DREDGING AT VICTORIA POINT JETTY ................................ 10 6.1.3 PETITION (DIVISION 5) CHANGE OF STREET NAME – CUPHEA STREET, RUSSELL ISLAND TO ANZAC MEMORIAL DRIVE, RUSSELL ISLAND ................................... 10 6.1.4 STATUS REPORT ON CLOSURE OF REDLAND BAY ROAD, CAPALABA ................................................................... 11 6.1.5 PROVISION OF PATHWAYS/FOOTPATHS IN THE REDLAND BAY AREA ............................................................. -
Resilience of Water Supply Systems in Meeting the Challenges Posed by Climate Change and Population Growth
RESILIENCE OF WATER SUPPLY SYSTEMS IN MEETING THE CHALLENGES POSED BY CLIMATE CHANGE AND POPULATION GROWTH Pradeep Amarasinghe BSc.Engineering (Civil) MEng. (Water Management) A THESIS SUBMITTED IN PARTIAL FULFILMENT OF THE REQUIRMENTS OF THE DEGREE OF DOCTOR OF PHILOSOPHY SCIENCE AND ENGINEERING FACULTY QUEENSLAND UNIVERSITY OF TECHNOLOGY 2014 Keywords Resilience, Potable water supply, Meta-system, Climate change, Population growth, System Dynamics modeling, Indicators ii Abstract This research study focused on an investigation of resilience of water supply systems to climate change and population growth impacts. A water supply system is a complex system which encompasses a diverse set of subsystems which lie on socio- ecological and technical domains. The interrelationships among these subsystems dictate the characteristics of the overall water supply system. Climate change and population growth are two issues that create qualitative and quantitative impacts on surface water resources that influence the functions of a water supply system. Due to the complexity of a water supply system and the dependability of water on climate conditions, provision of a reliable potable water supply is a challenge. Therefore, effective management of water supply is a key pre-requisite. For achieving management goals in complex systems, complex procedures may be required. Depending on uncertain climatic conditions, one approach to satisfy demand on a water supply system is to expand the system by building new infrastructure. That is a part of a supply side improvement and management process. A completely different approach is to understand the system components, especially their characteristics and capabilities, in order to manage the relationships between them and make use of that knowledge to manipulate management strategies to achieve maximum efficiencies, thus obviating the need to resort to the commonly adopted option of new infrastructure provision. -
Planning Your Water Future
Planning your water future Water for a growing REDLANDS (MAINLAND) We’re planning for your water future. Because we can’t always count on the rain. The plan might look different depending on where you live in South East Queensland. In this brochure, we talk about water supply to Redlands communities on the mainland. Water supply to the Moreton Bay Islands and Stradbroke Island communities deserves a brochure all of its own! We might have differences but we are one region, and Seqwater is planning for a reliable and sustainable water supply for all South East Queenslanders. Redlands city water Redland City’s drinking water is provided NORTH PINE DAM from a number of dams in the region and from an aquifer on North Stradbroke Island. north strAdbroke About 27% of drinking water is supplied leslie harrison ISLAND via the Eastern Pipeline Interconnector, as part of the SEQ Water Grid. Residents could receive water from Somerset, Wivenhoe, North Pine or Hinze Dams, the Gold Coast Desalination Plant or the Western Corridor Recycled Water Scheme. About 19% of drinking water comes from somerset/wivenhoe Leslie Harrison Dam and is treated at the Capalaba Water Treatment Plant. The rest redlands is supplied from North Stradbroke Island. The SEQ Water Grid is our connected network of bulk water supply pipelines that stretch more than 600 kilometres to enable treated drinking water to be moved around the region. HINZE DAM Redland City is in the fortunate position GOLD COAST DESALINATION PLANT that it has access to climate-resilient sources of water including desalination and recycled water from our advanced water treatment plants. -
Dams and Weirs Capital Works Program Dams and 27 May2014 Weirs Capital 42627348/01/01
a Report Dams and Weirs Capital Works Program Dams and 27 May2014 Weirs Capital 42627348/01/01 Works Prepared for: Program Seqwater Prepared by URS Australia Pty Ltd AUSTRALIA DOCUMENT PRODUCTION / APPROVAL RECORD Issue No. Name Signature Date Position Title Prepared by Mike Phillips 27 May 2014 Senior Associate 27 May 2014 Checked by Christopher Dann Senior Principal 27 May 2014 Approved by Christopher Dann Senior Principal Report Name: DOCUMENT REVISION RECORD Dams and Weirs Capital Works Program Issue No. Date Details of Revisions Report No. 42627348/01/01 Status: Final Client Contact Details: Seqwater Issued by: URS Australia Pty Ltd Level 17, 240 Queen Street Brisbane, QLD 4000 GPO Box 302, QLD 4001 Australia T: +61 7 3243 2111 F: +61 7 3243 2199 © Document copyright of URS Australia Pty Limited. No use of the contents, concepts, designs, drawings, specifications, plans etc. included in this report is permitted unless and until they are the subject of a written contract between URS Australia and the addressee of this report. URS Australia accepts no liability of any kind for any unauthorised use of the contents of this report and URS Australia reserves the right to seek compensation for any such unauthorised use. Document Delivery. URS Australia provides this document in either printed format, electronic format or both. URS Australia considers the printed version to be binding. The electronic format is provided for the client’s convenience and URS Australia requests that the client ensures the integrity of this electronic information is maintained. Storage of this electronic information should at a minimum comply with the requirements of the Electronic Transactions Act 2000 (Cth). -
Dam Safety Education in SEQ Aimee Tutticci, Senior Community Relations Advisor, Seqwater Oroville Dam Crisis Evacuate! This Is Not a Drill
Dam safety education in SEQ Aimee Tutticci, Senior Community Relations Advisor, Seqwater Oroville Dam crisis Evacuate! This is not a drill. 3 The human response Top reasons for non-evacuation 40% 35% 30% 25% 20% 15% 10% 5% 0% Stayed behind to protect property Did not think it would flood Other e.g. traffic congestion Source: Warnings and the human response in the Oroville Dam crisis (Abstract). 2018. US Society of Dams. 4 US dam safety education Many Americans are unaware they are living downstream of a dam. Dam Safety in the United States – A Progress Report on the National Dam Safety Program (Federal Emergency Management Agency, 2014) Source: Dam Safety in the United States. A Progress Report on the National Dam Safety Program. Federal Emergency Management Agency (FEMA), 2014 5 Community knowledge of how dams work Key findings • Some participants couldn’t identify if they lived downstream of a gated or un-gated dam • Lack of knowledge about operational differences between gated and un-gated dams • Lack of geographical awareness of position in relation to dam and dam catchment areas Source: Seqwater Dam Release Communications. Enhancing Messaging Effectiveness. Queensland University of Technology. 2016. 6 Emergency Action Plan (EAP) Source: Federal Guidelines For Dam Safety Risk Management, 2015, Federal Emergency Management Agency (FEMA) 7 Who needs to know? 8 Population at risk 9 SEQ Water Grid 10 So why do we need to educate? Duty of care Social Industry responsibility expectations Government policy 11 Seqwater’s Dam Improvement Program -
State of Queensland Agriculture Report June 2014
Case study Improved management practices The Queensland Government is committed to building • pest management a strong and sustainable agricultural industry; – Targeted chemical application which has been demonstrated through its ongoing (injecting rather than spraying) commitment to the Reef Water Quality Protection Plan – Reduced chemical use and other land management initiatives. Agricultural practices may impact the environment and natural • soil and water management resources that the industry depends on. However, – Reduced tillage improving agricultural practices may result in a two- fold benefit of improved environmental outcomes and – Longer crop cycles economic benefit over the long term. – Minimised traffic in wet season – Soil moisture monitoring Modelling of a typical cane farm near Cairns showed – Interrow vegetation that income increased by improving practices such as reducing tillage and nitrogen application and legume – Composting. fallow. Although analysis indicated a small reduction Capital outlay was needed for purchasing three in crop yield, financial returns were enhanced through harvesters and a slasher and to make changes to reduced tillage operations, increased efficiencies the irrigation and fertigation system. The farmer and inputs over a full crop cycle. Overall, operating considered it a worthwhile investment as it led to a with these improved practices provided important 20 per cent reduction in irrigation-related costs and economic benefits to a farmer at the plot level and improved soil and plant health. resulted in positive effects on profitability. Water monitoring equipment and a soil analysis was A 95 hectare banana farm that adopted improved also purchased, which resulted in a considerable practices after Severe Tropical Cyclone Larry in reduction in chemical (fertiliser and pesticide) costs. -
CH2M HILL's Draft Report
Prepared for Queensland Competition Authority Seqwater Operating and Capital Expenditure Review Assessment of Prudency and Efficiency Final Report Novenmber 2014 Reference: 651197 Queensland Competition Authority Seqwater – Operating and Capital Expenditure Review Assessment of Prudency and Efficiency CH2M HILL Australia Pty Ltd Level 19, 215 Adelaide Street BRISBANE QLD 4000 Phone 07 3169 2900 Fax 07 3169 2999 This document may only be used for the purpose for which it was commissioned; and in accordance with the Terms of Engagement for the commission. This document should not be used or copied without written authorisation from CH2M HILL Australia Pty Ltd. November 2014 Ref: 651197 i Final Report Queensland Competition Authority Seqwater – Operating and Capital Expenditure Review Assessment of Prudency and Efficiency DOCUMENT CONTROL SHEET CH2M HILL Australia Pty Limited Level 19, 215 Adelaide Street Project No: 651197 BRISBANE QLD 4000 Report No: 1 Telephone: 3169 2900 Original Date of Issue: 3rd November 2014 Fax: 3169 2999 Email: [email protected] Project Leader: Brad Lawrence REPORT DETAILS Title: Seqwater Operating and Capital Expenditure Review Review of Prudency and Efficiency Author(s): Brad Lawrence David Somek Luis Fernandes Tony O’Neill Client: Queensland Competition Authority Client Contact: William Copeman Client Reference: 760931 Synopsis: This report presents the findings of CH2M HILL’s review of Seqwater operating and capital expenditure prudency and efficiency. It also presents the approach and results of CH2M -
Queensland Bulk Water Opportunities Statement: Part B
Department of Regional Development, Manufacturing and Water Queensland bulk water opportunities statement Part B: 2019–20 Program update CS10120 2/21 Front cover image: Burdekin Falls Dam (image courtesy Sunwater) Back cover image: The Blackall Woolscour (image courtesy Tourism and Events Queensland) All images courtesy of Department of Regional Development, Manufacturing and Water, Tourism and Events Queensland, Sunwater, Seqwater and CSIRO This publication has been compiled by the Department of Regional Development, Manufacturing and Water © State of Queensland, 2021. 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 Australia (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. Note: Some content in this publication may have different licence terms as indicated. For more information on this licence, visit http://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 responsibilities for losses, damages, costs and other consequences resulting directly or indirectly from using this information. The Queensland Government is committed to providing accessible services to Queenslanders from all culturally and linguistically diverse backgrounds. If you have difficulty in understanding this document, you can contact us within Australia on 13QGOV (13 74 68) and we will arrange an interpreter to effectively communicate the report to you. -
Monitoring of Three SEQ Reservoirs for Organic Contaminants Following The
Catchment and Drinking Water Quality Micro Pollutant Monitoring Program – Passive Sampling Report 4 – Summer 2016 June 3, 2016 1 national research centre for environmental toxicology Entox is a joint venture between The University of Queensland and Queensland Health Project Team Elissa O’Malley , Sarit Kaserzon, Christie Gallen, Kristie Thompson, Chris Paxman, Natalia Montero Ruiz, Geoff Eaglesham, Maria Jose Gomez Ramos, Michael Gallen, Xianyu Wang, Laurence Hearn and Jochen Mueller. Acknowledgements Entox would like to acknowledge the assistance of Sara Smith, Jacqui Hansson, Simon Rotherham, Catherine Neelamraju, Tara Wolfe and Daniel Guinea from the Seqwater team for co-ordination of sampler deployment and retrieval. Direct Enquiries to: Dr. Sarit Kaserzon The University of Queensland National Research Centre for Environmental Toxicology (Entox) 39 Kessels Rd Brisbane, Qld 4108 Phone: +61 (0)428 532 053 Fax: +61 (0)7 3274 9003 Email: [email protected] Web: www.entox.uq.edu.au 2 national research centre for environmental toxicology Entox is a joint venture between The University of Queensland and Queensland Health Table of Contents Table of Contents .............................................................................................................................................................. 3 List of Tables ..................................................................................................................................................................... 5 List of Figures ...................................................................................................................................................................