Strategic Framework December 2019 CS9570 12/19
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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 -
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. -
Pdf\Baffle Boyne Calliope Kolan.Pdf) N
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2019–2020 ANNUAL REPORT 2019–2020 Annual Report
2019–2020 ANNUAL REPORT 2019–2020 Annual report MOUNT ISA WATER BOARD ANNUAL REPORT 2019/2020 A This annual report provides information about MIWB’s financial and non-financial performance during 2019–20. The report describes MIWB’s performance in meeting the bulk water needs of existing customers and ensuring the future bulk water needs of North West Queensland are identified and met. The report has been prepared in accordance with the Financial Accountability Act 2009, which requires that all statutory bodies prepare annual reports and table them in the Legislative Assembly each financial year; the Financial and Performance Management Standard 2019, which provides specific requirements for information to be disclosed in annual reports; other legislative requirements and the Queensland Government’s Annual Report requirements for Queensland Government agencies for 2019–20. This report has been prepared for the Minister for Natural Resources, Mines and Energy to submit to Parliament. It has also been prepared to inform stakeholders including Commonwealth, state and local governments, industry and business associations and the community. MIWB is committed to providing accessible services to Queenslanders from all culturally and linguistically diverse backgrounds. If you have difficulty in understanding the annual report, you can contact MIWB on (07) 4740 1000 and an interpreter will be arranged to effectively communicate the report to you. Mount Isa Water Board proudly acknowledges Australia’s Aboriginal and Torres Strait Islander community and their rich culture and pays respect to their Elders past, present and emerging. We acknowledge Aboriginal and Torres Strait Islander peoples as Australia’s first peoples and as the Traditional Owners and custodians of the land and water on which we rely. -
1 Executive Summary
EXECUTIVE SUMMARY 1 EXECUTIVE SUMMARY This Executive Summary presents an overview of the Nullinga Dam and Mareeba Dimbulah Water Supply Scheme Improvements Project (NDMIP) Detailed Business Case (DBC). It summarises the: ▪ NDMIP background ▪ service needs and opportunities ▪ anticipated benefits ▪ scope of the NDMIP options ▪ analysis and findings ▪ recommendations. This DBC has been prepared by Building Queensland, on behalf of Sunwater, the nominated proponent for the NDMIP. This study is supported by funding from the Commonwealth Government of Australia (Commonwealth Government) National Water Infrastructure Development Fund, an initiative of the Northern Australia and Agricultural Competitiveness White Papers. 1.1 Background The study area for the NDMIP is defined as the existing Barron Water Plan Area and covers approximately 5,200 km2 (see Figure 1-1). The area includes the catchment of the Barron River and the upper reaches of the Mitchell and Walsh Rivers. The proposed Nullinga Dam site is located approximately 55 kilometres south- west of Cairns and 24 kilometres south-south-west of Mareeba, situated within the Mareeba Shire Council (MSC) Local Government Area (LGA). Figure 1-1 Study Area (existing Barron Water Plan Area) The Mareeba Dimbulah Water Supply Scheme (MDWSS) is the major water resource development in the study area, with Tinaroo Falls Dam the main water storage supplying the scheme. The MDWSS involves inter-basin transfers between the Barron and Walsh rivers. Parts of the Walsh and Mitchell river catchments were included in the Barron Water Plan to enable the management of all supplemented water from the water supply scheme under a single water resource plan. -
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. -
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. -
NW Queensland Water Supply Strategy Investigation
NW Queensland Water Supply Strategy Investigation Final Consultant Report 9 March 2016 Document history Author/s Romy Greiner Brett Twycross Rohan Lucas Checked Adam Neilly Approved Brett Twycross Contact: Name Alluvium Consulting Australia ABN 76 151 119 792 Contact person Brett Twycross Ph. (07) 4724 2170 Email [email protected] Address 412 Flinders Street Townsville QLD 4810 Postal address PO Box 1581 Townsville QLD 4810 Ref Contents 1 Introduction 1 2 Methodology 2 2.1 Geographic scope and relevant regional characteristics 2 2.2 Situation and vulnerability analysis 3 2.3 Multi criteria decision analysis 5 2.3.1 The principles of multi criteria decision making 5 2.3.2 Quantitative criteria 7 2.3.3 Qualitative criteria 8 3 Situation analysis: Water demand and supply 12 3.1 Overview 12 3.2 Urban water demand and supply 14 3.2.1 Mount Isa 14 3.2.2 Cloncurry 15 3.3 Mining and mineral processing water demand and supply 16 3.3.1 Mount Isa precinct 16 3.3.2 Cloncurry precinct 17 3.4 Agriculture 18 3.5 Uncommitted water 19 3.6 Projected demand and water security 19 3.7 Vulnerability to water shortages 20 4 Water infrastructure alternatives 21 4.1 New water storage in the upper Cloncurry River catchment 23 4.1.1 Cave Hill Dam 23 4.1.2 Black Fort Dam 25 4.1.3 Painted Rock Dam 26 4.1.4 Slaty Creek 27 4.1.5 Combination of Black Fort Dam and Slaty Creek 27 4.2 Increasing the capacity of the Lake Julius water supply 28 4.3 Utilising currently unused water storage infrastructure 30 4.3.1 Corella Dam 30 4.3.2 Lake Mary Kathleen 31 5 Ranking -
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. -
Fact Sheet Wivenhoe Dam
Fact sheet Wivenhoe Dam Wivenhoe Dam Wivenhoe Dam’s primary function is to provide a safe drinking Key facts water supply to the people of Brisbane and surrounding areas. It also provides flood mitigation. Name Wivenhoe Dam (Lake Wivenhoe) Watercourse Brisbane River The water from Lake Wivenhoe, the reservoir formed by the dam, is stored before being treated to produce drinking water Location Upstream of Fernvale and follows the water journey of source, store and supply. Catchment area 7020.0 square kilometres Length of dam wall 2300.0 metres Source Year completed 1984 Wivenhoe Dam is located on the Brisbane River in the Somerset Type of construction Zoned earth and rock fill Regional Council area. embankment Spillway gates 5 Water supply Full supply capacity 1,165,238 megalitres Wivenhoe Dam provides a safe drinking water supply for Flood mitigation 1,967,000 megalitres Brisbane, Ipswich, Logan, Gold Coast, Beaudesert, Esk, Gatton, Laidley, Kilcoy, Nanango and surrounding areas. The construction of the dam involved the placement of around 4 million cubic metres of earth and rock fill, and around 140,000 Wivenhoe Dam was designed and built as a multifunctional cubic metres of concrete in the spillway section. Excavation facility. The dam was built upstream of the Brisbane River, of 2 million cubic metres of earth and rock was necessary to 80 kilometres from Brisbane City. At full supply level, the dam construct the spillway. holds approximately 2,000 times the daily water consumption needed for Brisbane. The Brisbane Valley Highway was relocated to pass over the dam wall, while 65 kilometres of roads and a number of new Wivenhoe Dam, along with the Somerset, Hinze and North Pine bridges were required following construction of the dam. -
Emergency Action Plan - Callide Dam Telephone and Radio Notification List - Section 3; Controlled Copy Sheet Update - Section 1
TRANSMITTAL ADVICE Date: TO: SunWater HIO (CC4) Attention: PO Box 15536 City East Q4002 DESCRIPTION Emergency Action Plan - Callide Dam Telephone and Radio Notification List - Section 3; Controlled Copy sheet Update - Section 1 Attached isa revised insert for the Emergency Action Plan for the above Dam. Please: • Place the new pages into Sections 1 and 3 and discard the superseded pages • Sign the receipt advice below and return same by mail orFax RECEIPT ADVICE Received by ... .. ... .Date . Designation Return this Transmittal Advice to: Principal Engineer Dam Safety, Infrastructure Management SunWater PO Box 15536, City East, Old 4002 Or Fax to SECTION 1 EMERGENCY ACTION PLAN - CALLIDE DAM ~ater TABLE OF CONTENTS SECTION 1 Table of Contents, Controlled Copy Distribution List and Document Control Sheet SECTION 2 Emergency Evaluation Procedures SECTION 3 Notification & Emergency Communication List SECTION 4 Introduction to EAP, Responsibilities & Dam Description SECTION 5 Emergency Identification, Evaluation and Actions • Scenario 1: Flood Operation • Scenario 2: Rapid Drawdown • Scenario 3: Sunny Day Failure (Earthquake orPiping) • Scenario 4: ChemicallToxic Spill • Scenario 5: Terrorist Activity SECTION 6 Emergency Event Operation Recording Procedures • Emergency Event Recording Sheets • Flood Operation record sheet • Sunny Day Failure (Earthquake) record sheet • Sunny Day Failure (Piping) record sheet • Chemical! Toxic Spill record sheet • Terrorist Activity record sheet SECTION 7 Emergency Access Routes & Preventative Actions • Preventative -
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).