DOCSLIB.ORG

Evacuation Process Sub Plan

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
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 ........................................ 6 2.2 How to use this Sub Plan Operationally ................................................................................ 7 2.3 Authority to Evacuate ............................................................................................................ 7 2.4 Making the Decision to Evacuate .......................................................................................... 8 2.4.1 Self-Evacuation ............................................................................................................... 8 2.4.2 Voluntary Evacuation ..................................................................................................... 8 2.4.3 Directed Evacuation ....................................................................................................... 9 2.5 Evacuation Planning ............................................................................................................ 10 2.6 Evacuation Strategy ............................................................................................................. 11 2.6.1 Evacuation Strategies ................................................................................................... 11 2.6.2 Shelter in Place ............................................................................................................. 12 2.6.3 Evacuate ....................................................................................................................... 12 2.6.4 Neighbourhood Safer Places ........................................................................................ 13 2.7 Vulnerable Populations ....................................................................................................... 13 2.7.1 Aged Care Facilities ...................................................................................................... 13 2.7.2 Schools ......................................................................................................................... 13 2.8 Specific Strategies................................................................................................................ 14 2.8.1 Fire ............................................................................................................................... 14 2.8.2 Dam Failure .................................................................................................................. 14 2.8.3 Earthquake ................................................................................................................... 14 2.8.4 Hazardous Material/s Incidents ................................................................................... 15 2.8.5 Landslip ........................................................................................................................ 15 A3980093 Evacuation Process Page | 1 of 32 Template v2.6 2.8.6 Biological Incidents ...................................................................................................... 15 2.8.7 Structural Collapse ....................................................................................................... 15 2.8.8 Severe Wind ................................................................................................................. 15 2.8.9 Severe Storm ................................................................................................................ 15 2.8.10 Flood ............................................................................................................................. 15 2.8.11 Heatwave ..................................................................................................................... 16 2.8.12 Major Transport Accident ............................................................................................ 16 2.8.13 Oil / Gas Incidents ........................................................................................................ 16 PART 3: DECISION TO EVACUATE .................................................................................................. 17 3.1 Considerations for Decision to Evacuate ............................................................................ 17 3.2 Authority to Evacuate .......................................................................................................... 17 3.3 Evacuation Timelines ........................................................................................................... 18 3.4 Total Evacuation Time ......................................................................................................... 19 3.5 Decision Time – Initiate Response ...................................................................................... 19 3.6 Warning Time ...................................................................................................................... 19 3.7 Withdrawal Time ................................................................................................................. 19 3.7.1 Leave Time ................................................................................................................... 20 3.7.2 Travel Time ................................................................................................................... 20 3.7.3 Time Past A Point ......................................................................................................... 20 3.8 Shelter Time ........................................................................................................................ 20 3.9 Rescue Operations .............................................................................................................. 20 3.10 Deadlines for Evacuation Decisions (Decision Points) ..................................................... 20 PART 4: WARNINGS ....................................................................................................................... 21 4.1 Warning Approval and Process ........................................................................................... 21 4.2 Warning Templates ............................................................................................................. 21 PART 5: WITHDRAWAL .................................................................................................................. 22 5.1 Evacuation Routes ............................................................................................................... 22 5.2 Traffic Management Strategy ............................................................................................. 22 5.3 Traffic Management Devices ............................................................................................... 22 5.4 Coordinated Transport Operations ..................................................................................... 23 5.5 Assisted Transport – Concept of Operations ...................................................................... 23 5.6 Self-Evacuation .................................................................................................................... 23 A3980093 Evacuation Process Page | 2 of 32 Template v2.6 5.7 Buses .................................................................................................................................... 24 5.8 Pedestrian ............................................................................................................................ 24 5.9 Security Strategy ................................................................................................................. 25 PART 6: SHELTER ........................................................................................................................... 26 6.1 Assembly Points .................................................................................................................. 26 6.2 Evacuation Centres .............................................................................................................
Load more

Recommended publications
  • 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
    [Show full text]
  • 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
    [Show full text]
  • 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.
    [Show full text]
  • Annual Report 2008/09
    SQWQ.001.002.0286 annual report 2008/09 • SQWQ.001.002.0287 SQWQ.001.002.0288 • Contents R~port from the Chairman and CEO 2 Governance 20 About Seqwater 4 Organisational structure 20' Tha South East Queensland ISE91 Orgar:Jisational review n Water Grid 6 Executive lea~ership team 22 The YO,ar In review 8 Related entities 22 Seqwater Board 22 Vision and Mission 10 Responsible Ministers 24 Vision 10 Board role 25 Mission 10 Board committees 25 • Sustainable catchments 10 Board attendance 26 Strategic goals and performance 13 Board remuneration 27 ~ey Performance Indicator summary 15 Strategic and operational planning 27 Risk management 28 Summary of financial Internal audit 28 information 2008~D9 17 Information systems and record keeping 28 Key financial ratios 17 Workforce planning and retention 29 Summary of major assets 18 Conduct and ethics 29 Dams 18 Whistleblower protection 29 Water Treatment Plants 18 Consultancy 31 Overseas travel 31 Greenhouse gas emissions 32 Legislative and policy requirements 32 Glossary 34 Financial Report 37 QUEENSLAND BULK WATER SUPPLY AUTHORITY IQ8WSAJ TRADING AS SEaWATER ANNUAL REPORT 2008/09 SQWQ.001.002.0289 Ann~belLe Chaplain Peter Borrows • Report'from the 2 Chairman and CEO As the Statutory Authonty for bulk water While the rain and Increase In storage supply and catchment management. Seqwater levels brought welcome relief With many of made good progress this year In helping to Seqwater"s dams overflOWing In spectacular secure safe and reliable water supplies for fashIOn, they In fact serve as a reminder of the South East Queensland. challenges associated With more extreme and unpredICtable weather The 2008·09 year marked the first futl year 01 operation as Seqwater, following the July An equally challenging and Immediate 1 2008 Implementation of water Industry pnonty this year has been to bring together reforms under the South East Queensland the vanous water entity assets and staff that Water Restructuring Act 200? compnse the new Seqwater bUSiness.
    [Show full text]
  • Results of Audit: Water Sector Entities 2012-13 (Report 7 : 2013-14
    Results of audit: Water sector entities 2012–13 Report to Parliament 7 : 2013–14 Queensland Audit Office Location Level 14, 53 Albert Street, Brisbane Qld 4000 PO Box 15396, City East Qld 4002 Telephone (07) 3149 6000 Email [email protected] Online www.qao.qld.gov.au © The State of Queensland. Queensland Audit Office (2013) Copyright protects this publication except for purposes permitted by the Copyright Act 1968. Reproduction by whatever means is prohibited without the prior written permission of the Auditor-General of Queensland. Reference to this document is permitted only with appropriate acknowledgement. Front cover image is an edited photograph of Queensland Parliament, taken by QAO. ISSN 1834-1128 Contents Summary ................................................................................................................................ 1 Recommendation ............................................................................................................ 3 Reference to comments .................................................................................................. 3 1. Report context ............................................................................................................... 5 1.1 South-east Queensland ..................................................................................... 5 1.2 Outside south-east Queensland ........................................................................ 9 1.3 Role of the Queensland Competition Authority ...............................................
    [Show full text]
  • 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.
    [Show full text]
  • Peter-Foster-20200219.Pdf
    PTF.001.001.0001 Commission of Inquiry PARADISE DAM PARADISE DAM COMMISSION OF INQUIRY Commissions ofInquiry Act 1950 Section 5(1) STATEMENT OF PETER FOSTER Name of Witness: Peter Francis Foster Date of birth: Current address: C/- Stantec Occupation: Engineer Contact details (phone/email): [email protected] Statement taken by: Jonathan Horton QC and Thea Hadok-Quadrio I, Peter Francis Foster, Engineer, make oath and state as follows: Background 1. I am a Principal Design Engineer employed by Stantec New Zealand (Stantec). I have been employed with Stantec since May 2016, and its predecessor MWH Global since April 2002. My area of specialisation is in dam design and dam safety. I contributed as an expert review panel member to the ANCOLD Guidelines on Design Criteria for Concrete Gravity Dams. 1 ······ · ·· · · ~······················· · ······ · ··· ·· ·· Ju&ti~.fte-Peac~tttterfo.r Beelat·ations /Lawyer e: secretary@pa radisedaminquiry.qld.gov.a u w: www.paradisedaminquiry.qld.gov.au •••. --;:~ . -2- ~ -~ . ~ - c..J • '-·~ ~, . " · · lr o!_ ~ PTF.001.001.0002 Commission of Inquiry PARADISE DAM 2. I hold a Bachelor of Engineering (Hons) and have worked as a design and dam safety engineer since November 1975. I am a chartered professional engineer in New Zealand and a registered professional engineer in Queensland. 3. A copy of my curriculum vitae is attached to this statement and marked 'PFl'. Technical Review Panel (TRP) 4. The first meeting of the TRP which I attended took place in May 2019, by which time the TRP had already been established. The TRP members were engaged by Sunwater to offer suggestions and recommendations.
    [Show full text]
  • Tlffi BRISBANE RIVER
    Tlffi BRISBANE RIVER A Consideration 0£ its Potential C220 1154679 4 Ronald Woodhouse Dipl.Arch., ARAIA., Department 0£ Architecture Queensland Institute 0£ Technology Brisbane 1966 CONTENTS PAGE NO. Preface One List of Maps One a List of Illustrations One b Introduction One e Description o f the Brisbane River Six Historical Background Seventeen Functions of the Brisbane River Twenty-eight Management of the Brisbane River Fifty Assessment of Current Situation Fifty-se ven Recommended Proposals Sixty Conclusions Sixty-eight Appendix 1 Sixty-nine Bibliography Seventy Notes Seventy-three - 1 Ronald Woodhouse Special Study Diploma in Town and Country Planning De partment of Architecture Queensland Institute 0£ Technology Brisbane. 196 6 P R E F A C E I have t o acknowledge t he a s sistance given to me b y Mr. Wheeler, Lecturer, De partment 0£ Town and Country Pl anning, Queensland Institute of Technolog y, By Mr. Stark from the Department of Irrigation and Water Supply, by Mr. Coaldrake of the c.s .I.R.O., by Miss Hurston, 0£ the Geological Surve y Branch 0£ The Fish Board, Mr. Kleinschmidt 0£ Gravel Sand and Metal Supply Pty. Ltd., Mr. Campbe ll of Ri ve rside Coal, Mr. Tucek 0£ the Brisbane City Council, Mr. Sanderson of Harbours and Ma rines, Mr . Smith of Hay l e s Cruise s Pty. Ltd., Mr. Mc Ke nna 0£ Moreton Tug & Lighte r Co. Pty. Ltd., and Mr. Cousins 0£ the Wate r Supply and Sewerage Department, Brisbane City Council. My apprecia tion must also go to the firm of which I am an As socia t e , Cook & Kerrison and Partne rs, who he lpe d to a conside rable extent in my Surve y vork.
    [Show full text]
  • Noteworthy Desmids (Desmidiales, Conjugatophyceae) from Water Supply Reservoirs in South-East Queensland, Australia
    Muelleria 35: 23–33 Published online in advance of the print edition, 20 December 2016. Noteworthy desmids (Desmidiales, Conjugatophyceae) from water supply reservoirs in south-east Queensland, Australia Alex Kenins and Darren Ryder School of Environmental and Rural Science, University of New England, Armidale NSW 2351, Australia; e-mail: [email protected] Introduction Abstract Knowledge of freshwater algae in the state of Queensland is considered Eight desmid taxa are presented ‘generally poor’ (Bostock & Holland 2010). While desmids have gained herein, of which five are new records for Australia. One new species is more attention than other groups of algae, most published records proposed, Euastrum planctonicum concerning this group date back to the late 19th to early 20th centuries. A.Kenins, and the zygospore of a Early literature includes: Möbius (1882, 1884), Bailey (1893, 1895, 1898), planktic Staurastrum Meyen ex Ralfs Borge (1896, 1911) and Schmidle (1896), with subsequent significant that defies certain identification is works by Mcleod (1975), Grimes (1988), Ling and Tyler (2000) and Dingley described. The taxa reported suggest south-east Queensland has elements (2001a). The majority of the desmids catalogued in these works were of an Indo-Malaysian/North Australian sampled from south-east Queensland. Much of the state, such as the far desmid flora. north and central regions, remains scarcely surveyed (Coesel & Dingley Key words: algae, plankton, Australia, 2005). Zygnematophyceae, new records Constructed water storages for potable supplies are the most common, permanent lentic habitats in south-east Queensland (McGregor 2013), and their protected catchments provide ideal habitats for desmids (Entwisle et al. 1997). Previous studies from this type of environ from other regions within Australia have resulted in newly described species and varieties (e.g.
    [Show full text]
  • Pdf, 544.02 KB
    Heritage Citation Meteorology Station & Employees' Residence Key details Addresses At 637 Lake Manchester Road, Lake Manchester, Queensland 4306 Type of place Work residence, Research facility Period Federation 1890-1914, Interwar 1919-1939 Style Queenslander Lot plan L1_RP31237; L1_RP31238; L149_S311960; L28_S311572 Key dates Local Heritage Place Since — 20 February 2004 Date of Citation — February 2015 Criterion for listing (A) Historical; (B) Rarity; (C) Scientific; (H) Historical association The employees’ residence was likely built in 1912 or 1913 for workers on the Lake Manchester dam, known then as the Cabbage Tree Creek dam. Construction took place between 1912 and 1916, with further additions in the 1920s. The meteorology station was installed in 1917 and remains active. The employee’s residence is one of Date of Citation — February 2015 Page 1 only three surviving buildings from the dam construction works, while the meteorology station is a rare surviving station, similar to ones installed in dam and reservoir sites around Brisbane. History Lake Manchester was formed in 1916 as a storage reservoir for emergency water supply to Brisbane. Three large reservoirs at Enoggera (1866), Gold Creek (1886) and Mount Crosby (1891) provided Brisbane’s water supply, but a severe drought in 1902 had caused concern over the sufficiency of this supply. The Brisbane Metropolitan Water Supply and Sewerage Board began to search for locations for a new reservoir. A site on Cabbage Tree Creek was recommended by American consultant Allen Hazen in 1907, and selected by the Board in 1910. After a protracted tender process the contract was awarded to prominent Brisbane builder Arthur Midson, and construction works on a concrete dam began in 1912, with around seventy workers employed.
    [Show full text]
  • Delivering Today and Tomorrow
    Delivering today and tomorrow Annual Report 2009/10 This Annual Report provides information about the financial and non-financial performance of the Queensland Bulk Water Supply Authority (QBWSA, trading as Seqwater) for 2009-10. It has been prepared in accordance with the Financial Accountability Act 2009, the Financial and Performance Management Standard 2009 and Annual Report Guidelines for Queensland Government Agencies. The report records the significant achievements against the strategies and activities detailed in the organisation’s Strategic and Operational Plans. This report has been prepared for the Minister for Natural Resources, Mines and Energy and Minister for Trade to submit to Parliament. It has also been prepared to meet the needs of Seqwater’s customers and stakeholders which include the Commonwealth and local governments, industry and business associations and the community. This report is publically available and can be viewed and downloaded from the Seqwater website at www.seqwater.com.au/public/news-publications/ annual-reports Printed copies are available from Seqwater’s registered office. Contact Queensland Bulk Water Supply Authority (QBWSA) trading as Seqwater ABN: 75450239876 Registered Office Level 3, 240 Margaret Street Brisbane QLD 4000 PO Box 16146, City East QLD 4002 T 07 3035 5500 F 07 3229 7926 E [email protected] W www.seqwater.com.au Seqwater Annual Report 2009-10. ISSN 1837-4557 © The State of Queensland (Queensland Bulk Water Supply Authority) 2010. The Queensland Government is committed to providing accessible services to Queenslanders from all culturally and linguistically diverse backgrounds. If you have difficulty in understanding the annual report, please contact us and we will arrange an interpreter to effectively communicate the report to you.
    [Show full text]
  • MCD Water Brochure
    Water We provide outstanding water infrastructure Innovation and solutions for our customers across diverse environments, no matter how challenging or creative construction sensitive. That is the McConnell Dowell difference. in Water. Creative capability Partnership and consultation McConnell Dowell creates water infrastructure that sets the Our technical expertise is complemented by our significant standard – from implementing an entire water distribution stakeholder relationship management experience and flexible network for remote communities in Fiji to expanding dam capacity approach to contractual arrangements. We work collaboratively in central Tasmania. We have delivered some of the world’s largest with our customers and our technology and engineering partners and most efficient desalination plants and built large diameter to deliver creative solutions. water pipeline networks. These help to alleviate drought and bring water security to urban and rural communities. We are very aware of the impact our water projects have on local communities. We engage closely with them before each Our depth of expertise across pipelines, mechanical, civil, project and prioritise use of local resources to strengthen regional tunnelling and building to deliver integrated design and construct economies. We are committed to leaving every community solutions, combined with more than 50 years of experience and a with better facilities while causing minimal disruption to lives commitment to our customers and local communities, is what sets and businesses. McConnell Dowell apart. Safety and sustainability Vision and innovation McConnell Dowell is deeply committed to the safety of its workers, At McConnell Dowell we work hard to create a world where customers and the community. Sustainable outcomes are integral our infrastructure does more than maximise returns.
    [Show full text]