Section 16: Socio-Economic Final
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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. -
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. -
Report of a Mass Mortality of Euastacus Valentulus (Decapoda
Report of a mass mortality of Euastacus valentulus (Decapoda: Parastacidae) in southeast Queensland, Australia, with a discussion of the potential impacts of climate change induced severe weather events on freshwater crayfish species Author Furse, James, Coughran, Jason, Wild, Clyde Published 2012 Journal Title Crustacean Research Copyright Statement © 2012 The Carcinological Society of Japan. The attached file is reproduced here in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version. Downloaded from http://hdl.handle.net/10072/50569 Link to published version http://rose.hucc.hokudai.ac.jp/~s16828/cr/e-site/Top_page.html Griffith Research Online https://research-repository.griffith.edu.au CRUSTACEAN RESEARCH, SPECIAL NUMBER 7: 15–24, 2012 Report of a mass mortality of Euastacus valentulus (Decapoda: Parastacidae) in southeast Queensland, Australia, with a discussion of the potential impacts of climate change induced severe weather events on freshwater crayfish species James M. Furse, Jason Coughran and Clyde H. Wild Abstract.—In addition to predicted changes Leckie, 2007) including in “vast” numbers in climate, more frequent and intense severe (Viosca, 1939; Olszewski, 1980). Mass weather events (e.g. tropical cyclones, severe emersions and mortalities have also been storms and droughts) have been identified as recorded in marine crayfish in hypoxic serious and emerging threats to the World’s conditions (Jasus lalandii H. Milne Edwards) freshwater crayfish. This paper documents a (Cockroft, 2001). It is also known that some single, high intensity rainfall event (in an area freshwater crayfish species are particularly known for phenomenal rainfall events) that led sensitive to severe flooding events (Parkyn & to a flash flood and mass mortality of Euastacus Collier, 2004; Meyer et al., 2007) and mass valentulus in the Numinbah Valley of southeast emersions/strandings have been reported in Queensland in 2008. -
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. -
Hinze Dam Information Sheet for Residents Downstream December 2017
Hinze Dam Information sheet for residents downstream December 2017 Introduction The size and design of Hinze Dam help to mitigate floods. The lower spillway throttles flows from the dam by temporarily This information sheet is for residents living downstream of storing water, while the spillway helps protect the safety of the Hinze Dam. It outlines how the dam has been designed and dam in large flood events. constructed, what Seqwater does to manage the dam, and how the dam performed during the heavy rainfall associated with Dam safety ex-Tropical Cyclone Debbie in March 2017. Dams are long-life assets and require continual assessment, About Hinze Dam monitoring and maintenance. Queensland has a good dam Hinze Dam provides the main drinking water supply for the safety record, but just like cars, dams need regular checks and Gold Coast region. Built across the Nerang River, it was originally maintenance to keep them in good working order. The engineering constructed in 1976, raised in 1989 and significantly upgraded and safety features of cars have improved over time and so too in 2011. have those of dams. Seqwater’s Dam Improvement Program is about upgrading our dams in line with the latest engineering The most recent upgrade involved raising the dam wall by 15 standards, while meeting the current Queensland Dam Safety metres, doubling the dam’s drinking storage capacity and improving Guidelines. water security and flood mitigation. In recent years, we have upgraded a number of dams as part How the dam works of our Dam Improvement Program, including Hinze in 2011. -
Naturallygc Full Program Booklet
CONNECT, CONSERVE, EXPLORE NATURE #NaturallyGC NaturallyGC Program JULY 2021 – JUNE 2022 Connecting the Gold Coast community with nature through free and low-cost environmental workshops, events, activities and sustainable nature-based recreation. NaturallyGC Ambassador MAYOR’S MESSAGE Patrick Brabant “Enviro Warrior” Ruby and Noah Jay Protecting, restoring, and promoting The Gold Coast is one of the most the Gold Coasts natural areas is at the beautiful and biodiverse cities in Australia Helping nature delivers a better community centre of the NaturallyGC program. I and we’re excited to be NaturallyGC am excited to be involved in a unique youth ambassadors for 2021−22! program like NaturallyGC and feel We both love wildlife and are privileged to be one of its ambassadors. passionate about helping to preserve Feeling connected to our natural world is something inherent in the human spirit. It is even more important now in these stressful and restore natural habitats. times that we take time to connect and On weekends, we can often be found The challenges of Covid-19 brought that Thanks to NaturallyGC, the community can experience our local natural environment. desire for better connectivity to the fore help play a vital role in the conservation planting trees in local parks, cleaning – whether it was through people enjoying of our natural areas and get their The NaturallyGC program is an important the beach or co-presenting Junior Wild their local parks and open space or hands dirty by planting native trees or community asset and provides a great Defenders workshops for children. connecting to local organisations. -
Section 10: Aquatic Ecology
Contents 10. Aquatic Ecology 10-3 10.1 Introduction 10-3 10.2 Methodology 10-3 10.2.1 Agency Discussions 10-5 10.3 Existing Environment 10-5 10.3.1 In-lake Aquatic Habitat 10-5 10.3.2 Sediment/Substrate 10-6 10.3.3 Aquatic Plants 10-7 10.3.4 Invertebrates 10-8 10.3.5 Fish 10-9 10.3.6 Amphibians 10-11 10.3.7 Reptiles 10-12 10.3.8 Mammals 10-12 10.4 Potential Impacts 10-13 10.4.1 In-lake Aquatic Habitat 10-14 10.4.2 Sediment and Substrate 10-18 10.4.3 Aquatic Vegetation 10-18 10.4.4 Aquatic Invertebrates 10-18 10.4.5 Fish and Fish Habitat 10-18 10.4.6 Amphibians 10-19 10.4.7 Reptiles 10-19 10.4.8 Mammals 10-19 10.5 Mitigation Measures 10-19 10.5.1 In-lake Aquatic Habitat 10-19 10.5.2 Aquatic Invertebrates 10-20 10.5.3 Fish and Fish Habitat 10-20 10.5.4 Amphibians, Reptiles and Mammals 10-20 Figures Figure 10-1 Site Locations and Survey Methodology within the Study Area 10-4 Tables Table 10-1 Aquatic Vegetation Identified at Study Sites 10-7 Table 10-2 Indigenous Species found within Nerang System 10-15 Table 10-3 Translocated Species found in the Nerang System 10-17 Table 10-4 Declared Noxious Species found in the Nerang System* 10-17 10-1 10-2 10. Aquatic Ecology 10.1 Introduction The purpose of this Section is to provide information on the existing aquatic values of the Nerang River that may be affected by the Project. -
Section 7: Surface Water and Water Quality
Contents 7. Surface Water Resources and Water Quality 7-5 7.1 Surface Water Resources 7-5 7.1.1 Background 7-5 7.1.2 Description of the Nerang River Catchment 7-5 7.1.3 Climate 7-7 7.1.4 Surface Water Hydrology 7-8 7.1.5 Impacts on Surface Water Resources 7-17 7.1.6 Surface Water Hydrology 7-18 7.1.7 Impacts on Flooding 7-29 7.1.8 Mitigation Measures 7-33 7.2 Surface Water Quality 7-35 7.2.1 Objectives 7-35 7.2.2 Policy and Legislation 7-36 7.2.3 Key Environmental Values 7-43 7.2.4 Water Quality Monitoring Programs 7-44 7.2.5 Water Quality Data 7-45 7.2.6 Water Quality Objectives for Human Use 7-57 7.2.7 Key Activities and Potential Impacts 7-58 7.2.8 Vegetation Inundation 7-59 7.2.9 Existing Biomass Surrounding Hinze Dam 7-61 7.2.10 Analysis of Impact from Vegetation Inundation 7-62 7.2.11 Impacts from Increased Water Level 7-64 7.2.12 Dam Ecosystem Classification 7-66 7.2.13 Mitigation Measure 7-70 7.3 Climate Change Adaptation 7-72 Figures Figure 7-1 Hinze Dam Impact on Daily Flow Duration 7-6 Figure 7-2 Nerang River Catchment - Average Monthly Rainfall 7-7 Figure 7-3 Mean Monthly Dam Inflows (Existing Conditions) 7-10 Figure 7-4 Hinze Dam Inflows - Daily Exceedence Curve (Existing Conditions) 7-10 Figure 7-5 Flood Reporting Sites 7-15 Figure 7-6 Nerang River Catchment Downstream 7-16 Figure 7-7 Monthly Flow downstream of Hinze Dam 7-22 Figure 7-8 Monthly Flow at Glenhurst GS 7-22 Figure 7-9 Monthly Flow at Nerang River Estuary 7-23 Figure 7-10 Daily Flow Duration Curves Downstream of Hinze Dam 7-24 7-1 Figure 7-11 Daily -
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 -
0800 Darwin City Nt 0800 Darwin Nt 0810
POSTCODE SUBURB STATE 0800 DARWIN CITY NT 0800 DARWIN NT 0810 CASUARINA NT 0810 COCONUT GROVE NT 0810 JINGILI NT 0810 LEE POINT NT 0810 WANGURI NT 0810 MILLNER NT 0810 MOIL NT 0810 MUIRHEAD NT 0810 NAKARA NT 0810 NIGHTCLIFF NT 0810 RAPID CREEK NT 0810 TIWI NT 0810 WAGAMAN NT 0810 BRINKIN NT 0810 ALAWA NT 0810 LYONS NT 0812 ANULA NT 0812 BUFFALO CREEK NT 0812 WULAGI NT 0812 MARRARA NT 0812 MALAK NT 0812 LEANYER NT 0812 KARAMA NT 0812 HOLMES NT 0820 BAYVIEW NT 0820 COONAWARRA NT 0820 EAST POINT NT 0820 EATON NT 0820 FANNIE BAY NT 0820 LARRAKEYAH NT 0820 WOOLNER NT 0820 THE NARROWS NT 0820 THE GARDENS NT 0820 STUART PARK NT 0820 PARAP NT 0820 LUDMILLA NT 0820 WINNELLIE NT 0822 MICKETT CREEK NT 0822 FREDS PASS NT 0822 GUNN POINT NT 0822 HIDDEN VALLEY NT 0822 MANDORAH NT 0822 MCMINNS LAGOON NT 0822 MURRUMUJUK NT 0822 TIVENDALE NT 0822 WAGAIT BEACH NT 0822 WEDDELL NT 0822 WICKHAM NT 0822 WISHART NT 0822 BEES CREEK NT 0822 BELYUEN NT 0822 CHANNEL ISLAND NT 0822 CHARLES DARWIN NT 0822 COX PENINSULA NT 0822 EAST ARM NT 0822 ELRUNDIE NT 0828 KNUCKEY LAGOON NT 0828 BERRIMAH NT 0829 PINELANDS NT 0829 HOLTZE NT 0830 DRIVER NT 0830 ARCHER NT 0830 DURACK NT 0830 FARRAR NT 0830 GRAY NT 0830 YARRAWONGA NT 0830 MOULDEN NT 0830 PALMERSTON NT 0830 SHOAL BAY NT 0830 WOODROFFE NT 0830 MARLOW LAGOON NT 0832 BELLAMACK NT 0832 BAKEWELL NT 0832 GUNN NT 0832 ZUCCOLI NT 0832 ROSEBERY NT 0832 MITCHELL NT 0832 JOHNSTON NT 0834 VIRGINIA NT 0835 HOWARD SPRINGS NT 0836 GIRRAWEEN NT 0839 COOLALINGA NT 1340 KINGS CROSS NSW 2000 BARANGAROO NSW 2000 DAWES POINT NSW 2000 HAYMARKET -
Statistical Analysis and Modelling of the Manganese Cycle in The
Journal of Hydrology: Regional Studies 8 (2016) 69–81 Contents lists available at ScienceDirect Journal of Hydrology: Regional Studies journal homepage: www.elsevier.com/locate/ejrh Statistical analysis and modelling of the manganese cycle in the subtropical Advancetown Lake, Australia a a a,∗ b Edoardo Bertone , Rodney A. Stewart , Hong Zhang , Kelvin O’Halloran a Griffith School of Engineering, Griffith University, Gold Coast Campus, QLD 4215, Australia b Seqwater, Ipswich, QLD 4305, Australia a r t i c l e i n f o a b s t r a c t Study region: Advancetown Lake, South-East Queensland (Australia). Keywords: Study focus: A detailed analysis of available meteorological, physical and chemical data Manganese (mostly coming from a vertical profiler remotely collecting data every 3 h) was performed in Vertical profiling system Transport processes order to understand and model the manganese cycle. A one-dimensional model to calculate Mixing processes manganese vertical velocities was also developed. New hydrological insights for the region: The soluble manganese concentration in the hypolimnion is dominantly dependent on the dissolved oxygen level, pH and redox potential, which determine the speed of the biogeochemical reactions between different manganese oxidation states. In contrast, the manganese level in the epilimnion is mainly affected by the transport processes from the hypolimnion and thus to the strength of the thermal stratification, with high concentrations recorded solely during the winter lake cir- culation and wind playing only a minor role. The value of the peak concentration was found to be proportional to the amount of manganese in the hypolimnion and to the temperature of the water column at the beginning of the circulation period. -
Fadden Oxley Mcpherson Longman Brisbane Rankin
Meldale Toorbul Wamuran ! Wamuran Basin B P Banksia Beach E D u E A m R i O c e B R s Braydon Beach U to n R e Bellara R U Ningi B ! ! M R Moodlu Bald Pocket I PROPOSED BOUNDARIES AND NAMES FOR S Comboyuro Point Spitfire Beach B R ISLAND A FISHER O R OAD ! Woorim N Campbells Pocket A FEDERAL ELECTORAL DIVISIONS IN QUEENSLAND P E E D a s s Mount Mee IE a IB g Y Y LONGMAN BR Map of the proposed Divisions of : e O Sandstone Point C ! ! ! L I Bongaree K LAKE Caboolture Skirmish Point BLAIR (PART),BONNER BONNER (PART), BOWMAN, BRISBANE, DICKSON, FADDEN, SOMERSET Bellmere LONGMAN Godwin FORDE, GRIFFITH, LILLEY, LONGMAN (PART), MCPHERSON, MONCRIEFF, Beach Bald Point MORETON, OXLEY, PETRIE, RANKIN, RYAN and WRIGHT (PART) Red Beach Warrajamba Beach Rocksberg South Point ( Sheet 3 of 3 ) Morayfield BONNER ! # Mount Byron Upper Caboolture Boundaries of proposed Divisions shown thus W K K O S N O Boundaries of existing Divisions shown thus E o D r F This map has been produced by Terranean Mapping Pty Ltd B Cowan Cowan t h O R R ! Boundaries of Local Government Areas thown thus D D D ! Beachmere from data sourced from Geoscience Australia and Australian MORETON BAY REGIONAL U A O C R Electoral Commision. E E Disclaimer The Redistribution Committee for Queensland made its proposed redistribution of the federal electoral boundaries for Queensland. This map is one of a series of four that shows the namesEager and boundariesBeach of the proposed Electoral Divisions.