Sunwater Annual Report 2018-2019
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Queensland Public Boat Ramps
Queensland public boat ramps Ramp Location Ramp Location Atherton shire Brisbane city (cont.) Tinaroo (Church Street) Tinaroo Falls Dam Shorncliffe (Jetty Street) Cabbage Tree Creek Boat Harbour—north bank Balonne shire Shorncliffe (Sinbad Street) Cabbage Tree Creek Boat Harbour—north bank St George (Bowen Street) Jack Taylor Weir Shorncliffe (Yundah Street) Cabbage Tree Creek Boat Harbour—north bank Banana shire Wynnum (Glenora Street) Wynnum Creek—north bank Baralaba Weir Dawson River Broadsound shire Callide Dam Biloela—Calvale Road (lower ramp) Carmilla Beach (Carmilla Creek Road) Carmilla Creek—south bank, mouth of creek Callide Dam Biloela—Calvale Road (upper ramp) Clairview Beach (Colonial Drive) Clairview Beach Moura Dawson River—8 km west of Moura St Lawrence (Howards Road– Waverley Creek) Bund Creek—north bank Lake Victoria Callide Creek Bundaberg city Theodore Dawson River Bundaberg (Kirby’s Wall) Burnett River—south bank (5 km east of Bundaberg) Beaudesert shire Bundaberg (Queen Street) Burnett River—north bank (downstream) Logan River (Henderson Street– Henderson Reserve) Logan Reserve Bundaberg (Queen Street) Burnett River—north bank (upstream) Biggenden shire Burdekin shire Paradise Dam–Main Dam 500 m upstream from visitors centre Barramundi Creek (Morris Creek Road) via Hodel Road Boonah shire Cromarty Creek (Boat Ramp Road) via Giru (off the Haughton River) Groper Creek settlement Maroon Dam HG Slatter Park (Hinkson Esplanade) downstream from jetty Moogerah Dam AG Muller Park Groper Creek settlement Bowen shire (Hinkson -
Sunwater Irrigation Price Review: 2012-17 Volume 2 Macintyre Brook Water Supply Scheme
Final Report SunWater Irrigation Price Review: 2012-17 Volume 2 Macintyre Brook Water Supply Scheme April 2012 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 2012 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. MACINTYRE BROOK WATER SUPPLY SCHEME 1 1.1 Scheme Description 1 1.2 Bulk Water Infrastructure 1 1.3 Network Service Plans 2 1.4 Consultation 2 2. REGULATORY FRAMEWORK 4 2.1 Introduction 4 2.2 Draft Report 4 2.3 Submissions Received from Stakeholders on the Draft Report 6 2.4 Authority’s Response to Submissions Received on the Draft Report 6 3. PRICING FRAMEWORK 7 3.1 Tariff Structure 7 3.2 Water Use Forecasts 9 3.3 Tariff Groups 10 3.4 Continuous Sharing Arrangements 11 4. RENEWALS ANNUITY 12 4.1 Background 12 4.2 SunWater’s Opening ARR Balance (1 July 2006) 13 4.3 Past Renewals Expenditure 14 4.4 Opening ARR Balance (at 1 July 2012) 26 4.5 Future Renewals Expenditure 27 4.6 SunWater’s Consultation with Customers 39 4.7 Allocation of Renewals Expenditure According to WAE Priority 40 4.8 Calculating the Renewals Annuity 44 5. -
Submission DR130
To: Commissioner Dr Jane Doolan, Associate Commissioner Drew Collins Productivity Commission National Water Reform 2020 Submission by John F Kell BE (SYD), M App Sc (UNSW), MIEAust, MICE Date: 25 March 2021 Revision: 3 Summary of Contents 1.0 Introduction 2.0 Current Situation / Problem Solution 3.0 The Solution 4.0 Dam Location 5.0 Water channel design 6.0 Commonwealth of Australia Constitution Act – Section 100 7.0 Federal and State Responses 8.0 Conclusion 9.0 Acknowledgements Attachments 1 Referenced Data 2A Preliminary Design of Gravity Flow Channel Summary 2B Preliminary Design of Gravity Flow Channel Summary 3 Effectiveness of Dam Size Design Units L litres KL kilolitres ML Megalitres GL Gigalitres (Sydney Harbour ~ 500GL) GL/a Gigalitres / annum RL Relative Level - above sea level (m) m metre TEL Townsville Enterprise Limited SMEC Snowy Mountains Engineering Corporation MDBA Murray Darling Basin Authority 1.0 Introduction This submission is to present a practical solution to restore balance in the Murray Daring Basin (MDB) with a significant regular inflow of water from the Burdekin and Herbert Rivers in Queensland. My background is civil/structural engineering (BE Sydney Uni - 1973). As a fresh graduate, I worked in South Africa and UK for ~6 years, including a stint with a water consulting practice in Johannesburg, including relieving Mafeking as a site engineer on a water canal project. Attained the MICE (UK) in Manchester in 1979. In 1980 returning to Sydney, I joined Connell Wagner (now Aurecon), designing large scale industrial projects. Since 1990, I have headed a manufacturing company in the specialised field of investment casting (www.hycast.com.au) at Smithfield, NSW. -
The Burdekin River
The Burdekin River In March 1846, the Burdekin River was named by German During the wet season there is no shortage of water explorer and scientist, Ludwig Leichhardt after Mrs Thomas or wildlife surrounding the Burdekin River. As the wet Burdekin, who assisted Mr Leichhardt during his expedition. season progresses the native wildlife flourishes and the dry country comes alive with all types of flora and fauna. In 1859, George Dalrymple explored the area in search of good pastoral land. Two years later, in 1861, the land One of the major river systems in Australia, the along the Burdekin River was being settled and cattle Burdekin has a total catchment area of 130,000 sq km, properties and agricultural farms were established. which is similar in size to England or Greece. The Burdekin River is 740km long and the centrepiece to an entire network of rivers. Most of the water that flows through the Burdekin Ludwig River starts its journey slowly flowing through Leichhardt creeks and tributaries picking up more volume as it heads towards the Pacific Ocean. Information and photos courtesy of Lower Burdekin Water, CSIRO, SunWater and Lower Burdekin Historical Society Inc. Burdekin Falls Dam The site chosen for the Dam was the Burdekin Throughout the construction phase the As well as being a fantastic spot for camping, Falls, 159km from the mouth of the river. The weather had been very kind. There had this lake is also popular for fishing with Burdekin Dam required a huge volume of not been a wet season in the 2 ½ years schools of grunter, sleepy cod, silver perch concrete; it took 630,000 cubic metres for it had taken to construct the dam. -
Map Marking Information for Kingaroy, Queensland [All
Map marking information for Kingaroy,Queensland [All] Courtesy of David Jansen Latitude range: -30 19.8 to -23 13.5 Longitude range: 146 15.7 to 153 33.7 File created Tuesday,15June 2021 at 00:58 GMT UNOFFICIAL, USE ATYOUR OWN RISK Do not use for navigation, for flight verification only. Always consult the relevant publications for current and correct information. This service is provided free of charge with no warrantees, expressed or implied. User assumes all risk of use. WayPoint Latitude Longitude ID Distance Bearing Description 95 Cornells Rd Strip 30 19.8 S 152 27.5 E CORNERIP 421 172 Access from Bald Hills Rd 158 Hernani Strip 30 19.4 S 152 25.1 E HERNARIP 420 172 East side, Armidale Rd, South of Hernani NSW 51 Brigalows Station Strip 30 13.0 S 150 22.1 E BRIGARIP 429 199 Access from Trevallyn Rd NSW 151 Guyra Strip 30 11.9 S 151 40.4 E GUYRARIP 402 182 Paddock North of town 79 Clerkness 30 9.9 S151 6.0 ECLERKESS 405 190 Georges Creek Rd, Bundarra NSW 2359 329 Upper Horton ALA 30 6.3 S150 24.2 E UPPERALA 416 199 Upper Horton NSW 2347, Access via Horton Rd 31 Ben Lomond Strip 30 0.7 S151 40.8 E BENLORIP 382 182 414 Inn Rd, Ben Lomond NSW 2365 280 Silent Grove Strip 29 58.1 S 151 38.1 E SILENRIP 377 183 698 Maybole Rd, Ben Lomond NSW 2365 Bed and Breakfast 165 Inverell Airport 29 53.2 S 151 8.7 E YIVL 374 190 Inverell Airport, Aerodrome Access Road, Gilgai NSW 2360 35 Bingara ALA 29 48.9 S 150 32.0 E BINGAALA 381 199 Bingara Airstrip Rd West from B95 55 Brodies Plains AF 29 46.4 S 151 9.9 E YINO 361 190 Inverell North Airport, Inverell NSW 2360. -
Region Region
THE MACKAY REGION Visitor Guide 2020 mackayregion.com VISITOR INFORMATION CENTRES Mackay Region Visitor Information Centre CONTENTS Sarina Field of Dreams, Bruce Highway, Sarina P: 07 4837 1228 EXPERIENCES E: [email protected] Open: 9am – 5pm, 7 days (May to October) Wildlife Encounters ...........................................................................................4–5 9am – 5pm Monday to Friday (November to April) Nature Reserved ..................................................................................................6–7 9am – 3pm Saturday Hooked on Mackay ...........................................................................................8–9 9am – 1pm Sunday Family Fun ..............................................................................................................10–11 Melba House Visitor Information Centre Local Flavours & Culture ............................................................................12–13 Melba House, Eungella Road, Marian P: 07 4954 4299 LOCATIONS E: [email protected] Cape Hillsborough & Hibiscus Coast ...............................................14–15 Open: 9am – 3pm, 7 days Eungella & Pioneer Valley .........................................................................16–17 Mackay Visitor Information Centre Mackay City & Marina .................................................................................. 18–19 320 Nebo Road, Mackay (pre-Feb 2020) Northern Beaches .........................................................................................20–21 -
Emergency Management of Sunwater's Dam Portfolio in The
Emergency management of SunWater’s dam portfolio in the 2010-11 Queensland floods Robert Keogh, Rob Ayre, Peter Richardson, Barry Jeppesen, Olga Kakourakis SunWater Limited SunWater owns 23 referable dams and operates a further two dams for other owners. The dams are located across Queensland from Texas and St George in the South to the Atherton Tablelands in the north to Mt Isa in the west. During the period December 2010 to February 2011 there were several significant rainfall events across Queensland. The first occurred in late December 2010, the second in mid January 2011 and third in early February 2011. Generally it was the most significant rainfall event in Queensland since the 1970’s. 22 Emergency Action Plans were activated simultaneously by SunWater. Eleven dams experienced a flood of record during the events. This paper will discuss what has been learnt from these events including the optimisation of management structures for a dam owner with a large portfolio of dams: review of O&M Manuals including the adequacy of backup systems: relationships with the State disaster management framework: the value of rigorous communication protocols: managing fear and a general lack of understanding in the community: and the value of being prepared. Keywords: Emergency Management, Floods, . In addition to the dams SunWater owns, the following 1 Background storages are managed under facility management SunWater and its subsidiary company Burnett Water Pty contracts: Ltd own 231 referable storages consisting of 18 Category 2 Glenlyon Dam – (Category 2 dam) for the Border 2 dams and 5 Category 1 dams under the Water Supply Rivers Commission (Safety and Reliability) Act 2008 and Water Act 2000. -
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. -
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 -
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. -
Sunwater Dams Sunwater Makes a Significant Contribution to the Rural, Industrial, Energy, Mining and Urban Development of Queensland by Providing Water Solutions
SunWater Dams SunWater makes a significant contribution to the rural, industrial, energy, mining and urban development of Queensland by providing water solutions. Over the past 80 years, SunWater has designed and managed the construction of 30 of Queensland’s dams, 82 weirs and barrages, 39 reservoirs and balancing storages and rural and bulk water infrastructure systems. Currently, SunWater owns and manages 19 dams in Queensland and each dam has been strategically built in existing river, stream or creek locations to serve the needs of the region. A dam is a critical component of a water supply scheme which can be made up of weirs and barrages, pumping stations, pipelines and channels, and drains. The overall scheme is designed to supply water for various purposes including town water supply, irrigation, electricity production, industrial i.e. power stations, mines, stock and groundwater supply. Water Supply Scheme Pipeline Industrial & Mining Dam Drain Pumping Station Channel Legend Balancing Storage SunWater Infrastructure Purpose of Water Supply Weir Irrigation Town Barrage Water Supply Dam Types The type of dam is defined by how the dam wall was constructed. Depending on the surrounding environment, SunWater dams can be described as one or more Scheme of the following: Pipeline Cania Dam Boondooma Dam Wuruma Dam Paradise Dam Julius Dam EMBANKMENT CONCRETE FACED MASS CONCRETE ROLLER COMPACTED MULTIPLE ARCH Industrial & Mining ROCKFILL GRAVITY CONCRETE GRAVITY CONCRETE Constructed as an Constructed as an BUTTRESS embankment of well Constructed using a Constructed in horizontal embankment of compacted Constructed as concrete compacted clay (earthfill) some large volume of layers of dryer than normal free-draining granular earth horizontal arches supported with rock on the faces (rockfill).