Seqwater Development Guidelines
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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. -
Lin-Et-Al-2018.Pdf
Received: 20 February 2017 Revised: 13 July 2017 Accepted: 17 July 2017 DOI: 10.1002/aqc.2831 RESEARCH ARTICLE Impacts of fishing, river flow and connectivity loss on the conservation of a migratory fish population Hsien‐Yung Lin1 | Christopher J. Brown2 | Ross G. Dwyer3 | Doug J. Harding4 | David T. Roberts5 | Richard A. Fuller1 | Simon Linke2 | Hugh P. Possingham1 1 Centre for Biodiversity and Conservation Science, School of Biological Sciences, The Abstract University of Queensland, St Lucia, QLD, 1. Migratory species depend on connected habitats and appropriate migratory cues to complete Australia their life cycles. Diadromous fish exemplify species with migratory life cycles by moving 2 The Australian Rivers Institute, Griffith between connected freshwater and saltwater habitats to reproduce. However, migration University, Nathan, QLD, Australia increases the exposure of fish to multiple threats and it is critical that managers integrate hab- 3 School of Biological Sciences, The University itat connectivity into resource management and conservation. of Queensland, St Lucia, QLD, Australia 4 Department of Natural Resources and Mines, 2. The benefit of alternative management actions was assessed for a diadromous fish, the Landcentre, Woolloongabba, Australia Australian bass Percalates novemaculeata, using a spatio‐temporal population model informed 5 Seqwater, Ipswich, QLD, Australia by individual‐based movement data. The management actions comprise seasonal closures Correspondence during the spawning season, and controlling fishing pressure by limiting catch or effort. Hsien‐Yung Lin, Centre for Biodiversity and Conservation Science, School of Biological 3. The benefits of implementing seasonal closures depend upon interactions among how fishing Sciences, The University of Queensland, St pressure is controlled, the response of anglers to fishery regulations and river flow regimes. -
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 ....................................... -
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................................................................... -
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. -
Resilient Rivers Fact Sheet
FACT SHEET Resilient Rivers Initiative The Council of Mayors (SEQ) Resilient Rivers Within the catchment, the Mid-Logan reach between Initiative is a collaborative program to improve the Cedar Grove Weir and Beaudesert has been health and resilience of South East Queensland’s identified as an area that would benefit from focused catchments, rivers and Moreton Bay. riparian restoration and protection. Logan-Albert Catchment Action Plan Landholders are supported with riverbank restoration achieved through weed management, revegetation, The Logan-Albert Catchment Action Plan (CAP) gully stabilisation, stock fencing and off-stream identifies the high risk of sediment movement from watering. the catchment and its downstream impact on the Logan and Albert Rivers and Moreton Bay. These actions are funded by the Resilient Rivers Initiative through pooled funding contributed by A goal of the action plan is to keep soil on our land member councils of the Council of Mayors (SEQ). and out of our waterways to support agricultural This includes Logan City Council and Scenic Rim productivity and improve water quality. Regional Council. Priority reach Collaborations Successful delivery of Resilient Rivers outcomes in the Logan-Albert catchment depends on strong collaboration between Logan and Scenic Rim councils, landholders and relevant entities working across the catchment. To better coordinate this collaboration, the Resilient Rivers Initiative also funds a Catchment Management Officer who works across council boundaries to deliver outcomes. Collaboration -
Logan River Water Supply Scheme
Logan River Water Supply Scheme Scheme submission to QCA 2020-21 to 2023-24 Submitted: 30 November 2018 Contents Section Title Page 1. Introduction ............................................................................................................. 3 1.1 Review context ........................................................................................................ 3 2. Scheme Details ....................................................................................................... 3 2.1 Scheme background and context ............................................................................ 3 2.2 Infrastructure details ................................................................................................ 3 2.3 Customer service standards .................................................................................... 3 2.4 Customers and water entitlements serviced ............................................................ 4 2.5 Water availability and use ....................................................................................... 4 2.5.1 Water availability ..................................................................................................... 4 2.5.2 Water use ................................................................................................................ 4 3. Irrigation Customer Consultation ............................................................................. 5 3.1 Reference group feedback ..................................................................................... -
Wyralong DAH\DRG\ECO 040806 RE.WOR
Wyaralong Dam Initial Advice Statement Offices Brisbane Denver Karratha Melbourne Prepared For: Queensland Water Infrastructure Pty Ltd Morwell Newcastle Perth Prepared By: WBM Pty Ltd (Member of the BMT group of companies) Sydney Vancouver N:\WYARALONG\EIS\IAS\WYARALONG.DRAFT IAS (V3) - FINAL.DOC 19/9/06 08:09 DOCUMENT CONTROL SHEET WBM Pty Ltd Brisbane Office: Document : Document1 WBM Pty Ltd Level 11, 490 Upper Edward Street SPRING HILL QLD 4004 Project Manager : David Houghton Australia PO Box 203 Spring Hill QLD 4004 Telephone (07) 3831 6744 Client : Queensland Water Infrastructure Facsimile (07) 3832 3627 Pty Ltd www.wbmpl.com.au Lee Benson ABN 54 010 830 421 002 Client Contact: Client Reference Title : Wyaralong Dam Initial Advice Statement Author : David Houghton, Darren Richardson Synopsis : Initial Advice Statement for the EIS for the proposed Wyaralong Dam on Teviot Brook, located in the Logan River catchment. REVISION/CHECKING HISTORY REVISION DATE OF ISSUE CHECKED BY ISSUED BY NUMBER 0 26 August 2006 D Richardson D Houghton 1 5 September 2006 D Richardson D Houghton DISTRIBUTION DESTINATION REVISION 0 1 2 3 QWI 1* 1* WBM File 1 1 WBM Library PDF PDF N:\WYARALONG\EIS\IAS\WYARALONG.DRAFT IAS (V3) - FINAL.DOC 19/9/06 08:09 I EXECUTIVE SUMMARY The Wyaralong Dam project involves the construction of a new dam on Teviot Brook (14.8 km AMTD), a tributary of the Logan River in Southeast Queensland (SEQ). The dam will be located approximately 14.2 km north-west of Beaudesert and 50.6 km south south-west of Brisbane. -
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 -
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. -
Queensland Major Projects Pipeline 2019 Queensland Major Projects Pipeline
2019 Queensland Major Projects Pipeline 2019 2019 Queensland Major Projects Pipeline Queensland Major Projects A JOINT INITIATIVE $M Total Pipeline 39,800,000,000 Annual Ave 7,960,000,000 Weekly Ave 153,000,000 Daily Ave 21,860,000 Hourly Ave 910,833 AT A GLANCE Major Projects Pipeline readon Unfunded split $41.3 billion total (over 5 years) Credibly Under Under Unlikely Prospective proposed Announced procurement construction* 37 39 15 36 15 52 projects valued at projects valued at projects valued at projects valued at projects valued at projects valued at $3.13bn $6.61bn $4.03bn $10.14bn $6.66bn $10.77bn Unfunded $13.77 billion Funded $27.57 billion *Under construction or completed in 2018/19 Total Pipeline Major Project Scale of Major Value Activity Recurring Projects Jobs Expenditure $8.3b per year The funded pipeline will support $6.5b 11,900 workers $41.3b North Queensland each year on average $23m per day $12.4b Fully-funding the pipeline Funding will support an extra 6.8b Central split Various Queensland 5,000 workers each year on average $23.4b $15.6b $2.2m Public Projects $41.3b Total South East A JOINT INITIATIVE $17.9b Queensland $159m per Private Projects working per week hour $M Total Pipeline 39,800,000,000 Annual Ave 7,960,000,000 Weekly Ave 153,000,000 Daily Ave 21,860,000 Hourly Ave 910,833 Major Projects Pipeline – Breakdown Unfunded split $41.3 billion total (over 5 years) Credibly Under Under Unlikely Prospective proposed Announced procurement construction* 37 39 15 36 15 52 projects valued at projects valued at projects -
KEY POINTS • on the 1 October 2010, Wivenhoe Dam Reached 100 Per Cent for the First Time Since 2001
Department of Environment and Resource Management - Parliamentary Briefing Note To Minister Robertson Prepared for Parliamentary sittings 5 -7 October 2010 WIVENHOE DAM SPILLING - the likelihood of Wivenhoe Dam spilling and safety KEY POINTS • On the 1 October 2010, Wivenhoe Dam reached 100 per cent for the first time since 2001. c • After the weekend's weather, the dam reached 101 per cent on Monday. • On Monday 4 October, Seqwater commenced controlled increased releases from Wivenhoe Dam through the hydro- electric plant in the dam wall. • Even with substantial rain, Wivenhoe Dam's flood capacity is equal to 3 times Sydney harbour - or - 1.45 million megalitres. • Releases from Somerset Dam into Wivenhoe Dam via the cone valves ceased over the weekend. • Seqwater has a Dam Safety Management Program and a Flood Control Centre. The program ensures that each of its dams is operated and maintained in a manner that is both safe and minimises the risks associated with a dam failure and flood events, including working with local councils and emergency services. Contact: Dan Spiller Approved: Mike Lyons, Director, SEQ Water Grid Comms Telephone: Approved: [Insert title of ADG or DOG] Date: 4 October 2010 Approved: Director-General CTS No. 17669/10 1 RESPONSE • On the 1 October 2010 Wivenhoe Dam reached 100 per cent for the first time since 2001. • After the weekend's weather, the dam reached 101 per cent on Monday 4 October 2010. • The trigger level for full gate releases for Wivenhoe Dam is 102.5 per cent. • Also on Monday 4 October, Seqwater commenced controlled C increased release from Wivenhoe Dam through the hydro- electric plant in the dam wall.