DOCSLIB.ORG

6.2.01 Environmental Statement

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
6.2.01 Environmental Statement Thames Tideway Tunnel Thames Water Utilities Limited Application for Development Consent Application Reference Number: WWO10001 Environmental Statement Doc Ref: 6.2.01 Volume 1: Introduction to the Environmental Statement APFP Regulations 2009: Regulation 5(2)(a) Environmental StatementEnvironmental Volume 1: Introduction 1: Volume to the Environmental Statement Hard copy available in Box 15 Folder A January 2013 This page is intentionally blank Environmental Statement Thames Tideway Tunnel Environmental Statement Volume 1: Introduction to the Environmental Statement Errata Section Paragraph Page Errata / Clarification No. No. All Any references to the Development Consent Order being granted by the N/A N/A Planning Inspectorate or the Secretary of State should be read as being granted by government ministers. All Any references to the Thames Tideway Tunnel noise insulation and temporary re- housing policy are included in the compensation programme which is provided in Volume 1 Appendix C of the Environmental Statement, as well as in N/A N/A Schedule 2 of the Statement of Reasons, which accompanies the application. Information provided in Schedule 2 of the Statement of Reasons can therefore also be obtained from Volume 1 Appendix C. Errata Environmental Statement This page is intentionally blank Errata Environmental Statement Thames Tideway Tunnel Environmental Statement List of contents Environmental Statement glossary and abbreviations Volume 1 Introduction to the Environmental Statement Volume 2 Environmental assessment methodology Volume 3 Project-wide effects assessment Volume 4 Acton Storm Tanks site assessment Volume 5 Hammersmith Pumping Station site assessment Volume 6 Barn Elms site assessment Volume 7 Putney Embankment Foreshore site assessment Volume 8 Dormay Street site assessment Volume 9 King George’s Park site assessment Volume 10 Carnwath Road Riverside site assessment Volume 11 Falconbrook Pumping Station site assessment Volume 12 Cremorne Wharf Depot site assessment Volume 13 Chelsea Embankment Foreshore site assessment Volume 14 Kirtling Street site assessment Volume 15 Heathwall Pumping Station site assessment Volume 16 Albert Embankment Foreshore site assessment Volume 17 Victoria Embankment Foreshore site assessment Volume 18 Blackfriars Bridge Foreshore site assessment Volume 19 Shad Thames Pumping Station site assessment Volume 20 Chambers Wharf site assessment Volume 21 King Edward Memorial Park Foreshore site assessment Volume 22 Earl Pumping Station site assessment Volume 23 Deptford Church Street site assessment Volume 24 Greenwich Pumping Station site assessment Volume 25 Abbey Mills Pumping Station site assessment Volume 26 Beckton Sewage Treatment Works site assessment Volume 27 Minor works sites assessment Volume 1: Introduction to the Environmental Statement Page i Environmental Statement contents Environmental Statement This page is intentionally blank Volume 1: Introduction to the Environmental Statement Page ii Environmental Statement contents Environmental Statement Thames Tideway Tunnel Environmental Statement Volume 1: Introduction to the Environmental Statement List of contents Page number 1 Introduction ...................................................................................................... 1 1.1 Introduction to the project ........................................................................ 1 1.2 Structure of the Environmental Statement ............................................. 11 1.3 Statutory framework for environmental impact assessment .................. 21 1.4 Summary of EIA approach ..................................................................... 38 2 Summary of proposed development ............................................................ 49 2.1 Introduction ............................................................................................ 49 2.2 Proposed development summary – the project (including tunnels) ....... 50 2.3 Proposed development summary – the construction sites..................... 84 3 Alternatives to the project ........................................................................... 135 3.1 Introduction .......................................................................................... 135 3.2 National policy context ......................................................................... 136 3.3 Strategic alternatives ........................................................................... 137 3.4 Storage and transfer tunnel options ..................................................... 148 3.5 Thames Tideway Tunnel routes .......................................................... 153 3.6 Main construction sites and drive strategy ........................................... 160 3.7 CSO sites ............................................................................................ 171 Appendix A: Code of Construction Practice ...................................................... 185 Appendix B: Design Principles report ................................................................ 187 Appendix C: Compensation programme ............................................................ 189 References ............................................................................................................ 191 List of plates Page number Vol 1 Plate 1.2.1 Structure of Vol 1 Introduction to the Environmental Statement ... 15 Vol 1 Plate 1.2.2 Structure of Vol 2 Environmental assessment methodology ........ 16 Volume 1: Introduction to the Volume contents Page iii Environmental Statement Environmental Statement Vol 1 Plate 1.2.3 Structure of Vol 3 Project-wide effects assessment ..................... 17 Vol 1 Plate 1.2.4 Structure of Vols 4-27 site effects assessments ........................... 18 Vol 1 Plate 1.2.5 Environmental Statement page layout .......................................... 19 Vol 1 Plate 1.3.1 Excavated material and waste – linkages with the Environmental Statement ................................................................................................ 29 Vol 1 Plate 1.4.1 EIA process for Thames Tideway Tunnel project ......................... 40 Vol 1 Plate 2.2.1 Schematic of the Thames Tideway Tunnel project ....................... 51 Vol 1 Plate 2.2.2 Distribution of CSOs to be controlled by the Thames Tideway Tunnel project .......................................................................................... 52 Vol 1 Plate 2.2.3 The elements of constructing a tunnel using a TBM ..................... 65 Vol 1 Plate 2.2.4 Strata types and TBM drive and reception sites ........................... 66 Vol 1 Plate 2.2.5 Assumed summary programme for the main tunnel including drive and reception shafts ................................................................................ 68 Vol 1 Plate 2.2.6 Assumed summary programme for the CSO drop shafts along the main tunnel .............................................................................................. 69 Vol 1 Plate 2.2.7 Assumed summary programme for the Frogmore connection tunnel and Beckton Sewage Treatment Works .................................................. 70 Vol 1 Plate 2.2.8 Assumed summary programme for the Greenwich connection tunnel ....................................................................................................... 71 Vol 1 Plate 2.2.9 Location of active ventilation sites and passive filters sites .......... 77 Vol 1 Plate 2.2.10 Schematic of how the air management system works ................ 79 Vol 1 Plate 2.3.1 Acton Storm Tanks – aerial photograph ....................................... 84 Vol 1 Plate 2.3.2 Hammersmith Pumping Station – aerial photograph ..................... 87 Vol 1 Plate 2.3.3 Barn Elms – aerial photograph ...................................................... 89 Vol 1 Plate 2.3.4 Putney Embankment Foreshore – aerial photograph ................... 91 Vol 1 Plate 2.3.5 Dormay Street – aerial photograph .............................................. 93 Vol 1 Plate 2.3.6 King George’s Park – aerial photograph ...................................... 95 Vol 1 Plate 2.3.7 Carnwath Road Riverside – aerial photograph ............................. 97 Vol 1 Plate 2.3.8 Falconbrook Pumping Station – aerial photograph ....................... 99 Vol 1 Plate 2.3.9 Cremorne Wharf Depot – aerial photograph ............................... 101 Vol 1 Plate 2.3.10 Chelsea Embankment Foreshore – aerial photograph ............. 103 Vol 1 Plate 2.3.11 Kirtling Street – aerial photograph ............................................ 105 Vol 1 Plate 2.3.12 Heathwall Pumping Station – aerial photograph ....................... 107 Vol 1 Plate 2.3.13 Albert Embankment Foreshore – aerial photograph ................. 109 Vol 1 Plate 2.3.14 Victoria Embankment Foreshore – aerial photograph .............. 111 Vol 1 Plate 2.3.15 Blackfriars Bridge Foreshore – aerial photograph .................... 113 Vol 1 Plate 2.3.16 Shad Thames Pumping Station – aerial photograph ............... 115 Volume 1: Introduction to the Volume contents Page iv Environmental Statement Environmental Statement Vol 1 Plate 2.3.17 Chambers Wharf – aerial photograph ...................................... 117 Vol 1 Plate 2.3.18 King Edward Memorial Park Foreshore – aerial photograph .... 119 Vol 1 Plate 2.3.19 Earl Pumping Station – aerial photograph ................................ 121 Vol 1 Plate 2.3.20 Deptford Church Street – aerial photograph ............................ 123 Vol 1 Plate 2.3.21 Greenwich Pumping
Load more

Recommended publications
  • The Expertise Behind the World's Water and Wastewater Solutions
    The expertise behind the world’S water and wastewater solutionS 60 major cases from around the world Only 2,5 percent of the world’s total water supply is freshwater. Out of that 2,5 percent, 70 percent is contained in glaciers, 29 percent is held in underground aquifers, while freshwater lakes, rivers and streams make up one percent. 2| Innovation throughout the cycle of water Clean water for everyone –that’s our goal. In aworld A small number of companies are developing the of ever growing challenges, ITT delivers innovative necessary range of solutions and applications solutions throughout the cycle of water. We are the knowledge that cover the entire cycle of water use world’s largest provider of water and wastewater and reuse. ITT is at the forefront of this transition. treatment solutions. And we are a leading provider of pumps and related technologies for aindustrial, SETTING THE INDUSTRY STANDARD commercial and municipal customers. Operating in some 140 countries, we manufacture and market a comprehensive range of water and Organizations facing challenging water issues are drainage pumps, units for primary, secondary and increasingly turning to experts who have the breadth tertiary treatment, and products for treating water of capability to own and resolve such challenges. through biological, filtering and disinfection These experts employ holistic solutions that incorporate processes. We also maintain the industry’s most a range of skills encompassing both technical and extensive sales and after-sales organization, with 70 commercial innovation. sales companies operating both locally and globally. CONTENT Water Treatment......................................................................7 Wastewater Treatment ..........................................................19 Water & Wastewater Transport ..............................................31 |3 Every week an estimated 42,000 people die from diseases related to low-quality drinking water and lack of sanitation.
    [Show full text]
  • Sustainability Appraisal of Draft Local Plan for Lambeth February 2013
    Sustainability Appraisal of Draft Local Plan for Lambeth February 2013 SUSTAINABILITY APPRAISAL: Draft LOCAL PLAN FOR LAMBETH NON-TECHNICAL SUMMARY AND FULL REPORT February 2013 Sustainability Appraisal draft Local Plan for Lambeth February 2013 CONTENTS PAGE PAGE NO. Non-technical Summary iv – xxi 1.0 Introduction 1 Objectives and Structure of the SA Report 2 Equality Impact Assessment 3 Health and Well-being Impact 3 Habitat Regulations Assessment 3 2.0 Lambeth Local Plan 4 3.0 SA/SEA Methodology 5 Relationship to Strategic Environment Assessment 7 Consultation and Approach and Influence of SA to date 8 Assumptions and Difficulties encountered 10 Next Steps 10 4.0 Characterisation and SA Framework 11 SA Framework 14 Tensions between SA Objectives 14 5.0 Likely Significant Effects of the draft Local Plan 24 5A Draft Local Plan Objectives Appraisal 24 5B Spatial Strategy and Reasonable Alternatives 28 5C Policies Appraisal 30 5C1 Crime 34 5C2 Good Health and Reduced Health Inequalities 48 5C3 Access and Services 69 5C4 Infrastructure 82 5C5 Equalities and Diversity 97 5C6 Housing 113 5C7 Liveability and Place 130 5C8 Built and Historic Environment 151 5C9 Transport and Travel 165 5C10 Biodiversity 180 5C11 Climate Change and Energy 190 5C12 Water Resources and Flood Risk 203 5C13 Waste 214 5C14 Air Quality 224 5C15 Education and Skills 232 5C16 & 18 Local Economy and Tacking Worklessness 240 5C17 Regeneration and Efficient Use of Land 254 6.0 Summary and Conclusions 264 The Local Plan 264 Sustainability Effects 266 Conclusion 268 i Sustainability
    [Show full text]
  • D: Water Resource Zone Integrity
    Thames Water Final Water Resources Management Plan 2019 Technical Appendices Appendix D: Water resource zone integrity Final Water Resources Management Plan 2019 Appendix D: Water resource zone integrity – April 2020 Table of contents A. Introduction 1 B. WRZ description 3 London ......................................................................................................................................... 3 Swindon and Oxfordshire............................................................................................................. 4 Slough, Wycombe and Aylesbury ................................................................................................ 5 Kennet Valley ............................................................................................................................... 6 Guildford ....................................................................................................................................... 7 Henley .......................................................................................................................................... 8 C. Integrity assessment process 9 Figures Figure D-1: Principal features of the London WRZ.................................................................................. 3 Figure D-2: Principal features of the SWOX WRZ................................................................................... 4 Figure D-3: Principal features of the SWA WRZ ....................................................................................
    [Show full text]
  • High-Pressure Grouting Research for Tunnelling
    INTERNATIONAL EDITION The offi cial magazine of the British Tunnelling Society February 2021 TIGHT MANOEUVRES High-pressure grouting research for tunnelling 001tun0221_cover.indd 1 26/01/2021 10:07 REPORT / BIM CASE STUDY LASER SCANNING COVERS THE POINTS Laser scanning and 3D virtual modelling were critical tools in the refurbishment of a deep shaft on London’s Thames Water Ring Main, resulting in a better foundation for future repair and maintenance. Julian Champkin reports HE THAMES WATER RING tunnel in the UK – longer by 30km than the Channel Tunnel, MAIN (TWRM) was one of which had opened less than six months earlier. the engineering achievements It was excavated by TBM, mainly through the easily-tunnelled of the 1980s. Some 80km of Below: How the and forgiving London clay – though at one point under Tooting concreteT pipeline, mostly 2.54m in ring main Bec Common it unexpectedly passed through a bed of the diameter, surrounds the capital and acts connects to the Thanet Formation, which led to flooding and the temporary simultaneously as a reservoir and as a various shafts abandonment of a TBM. distribution system, supplying around and water The initial ring main was constructed by Thames Water 3.5 million Londoners. At the time of its treatment works between 1988 and 1993. Extensions and branches have been construction, the TWRM was the longest PHOTO: BARHALE constructed, and further extensions are planned. The main lies Key to Ring Main Map Advanced water treatment works Inspection shafts Pump out shafts Coppermills Thames Water
    [Show full text]
  • The Stratigraphical Framework for the Palaeogene Successions of the London Basin, UK
    The stratigraphical framework for the Palaeogene successions of the London Basin, UK Open Report OR/12/004 BRITISH GEOLOGICAL SURVEY OPEN REPORT OR/12/004 The National Grid and other Ordnance Survey data are used The stratigraphical framework for with the permission of the Controller of Her Majesty’s Stationery Office. the Palaeogene successions of the Licence No: 100017897/2012. London Basin, UK Key words Stratigraphy; Palaeogene; southern England; London Basin; Montrose Group; Lambeth Group; Thames Group; D T Aldiss Bracklesham Group. Front cover Borehole core from Borehole 404T, Jubilee Line Extension, showing pedogenically altered clays of the Lower Mottled Clay of the Reading Formation and glauconitic sands of the Upnor Formation. The white bands are calcrete, which form hard bands in this part of the Lambeth Group (Section 3.2.2.2 of this report) BGS image P581688 Bibliographical reference ALDISS, D T. 2012. The stratigraphical framework for the Palaeogene successions of the London Basin, UK. British Geological Survey Open Report, OR/12/004. 94pp. Copyright in materials derived from the British Geological Survey’s work is owned by the Natural Environment Research Council (NERC) and/or the authority that commissioned the work. You may not copy or adapt this publication without first obtaining permission. Contact the BGS Intellectual Property Rights Section, British Geological Survey, Keyworth, e-mail [email protected]. You may quote extracts of a reasonable length without prior permission, provided a full acknowledgement is given of the source of the extract. Maps and diagrams in this book use topography based on Ordnance Survey mapping. © NERC 2012.
    [Show full text]
  • Download (858Kb)
    University of Warwick institutional repository: http://go.warwick.ac.uk/wrap This paper is made available online in accordance with publisher policies. Please scroll down to view the document itself. Please refer to the repository record for this item and our policy information available from the repository home page for further information. To see the final version of this paper please visit the publisher’s website. Access to the published version may require a subscription. Author(s): Benoît Jones Article Title: Underpassing of Angel Underground by London Ring Main Extension Tunnel Year of publication: 2011 Link to published article: http://dx.doi.org/10.4417/IJGCH-02-02-02 Publisher statement: International Journal of Geoengineering Case Histories © Underpassing of Angel Underground by London Ring Main Extension Tunnel Benoît Jones, Senior Engineer, OTB Engineering, London, UK; e-mail: [email protected] ABSTRACT: This paper presents the predictions of movements, monitoring methods and measured movements of the Angel Station Upper Escalator and the Northern Line London Underground tunnels during tunnelling for the Thames Water Ring Main Extension Stoke Newington to New River Head (TWRM) tunnel. The earth pressure balance tunnel boring machine was driven from a launch shaft in Stoke Newington in an approximately southerly direction to a reception shaft in Islington, at depths of between 40 and 60 m. Along its route, the TWRM passed near to the Upper Escalator of Angel London Underground station, the longest escalator in western Europe, and soon after passed underneath two operational and one disused Northern Line tunnels. No discernible tunnel-induced movements of the escalator were observed.
    [Show full text]
  • River Wandle Catchment Plan Section 4: Water Quantity and Flow
    River Wandle Catchment Plan Section 4: Water Quantity and Flow SECTION 4: WATER QUANTITY AND FLOW “Our Vision is a river full of water that is plentiful and clean, and varied in its flow speeds, widths and depths” Wandle Catchment Plan Objective 1: Water supply in all sections of the river is sufficient to sustain a healthy population of native flora and fauna, and is resilient to risk of drought or flood from extreme weather events or management for human use 4.1: Overview and historic flow records Chalk rivers like the Wandle rely on abundant autumn and winter rainfall (when evaporation and transpiration by trees and plants is reduced) to recharge their ground water aquifers, scour silt away from gravels during high winter flows, and then maintain flows at adequate levels for the rest of the year (English Nature and Environment Agency, 2004). When flows are reduced by abstraction and other pressures such as climate change, the duration of flow in winterbournes is shortened or lost altogether, perennial habitat for fish and other animals is lost, river gravels are choked by algae as a result of increased nutrient concentrations, and pollution events become more damaging because dilution is reduced. Most chalk rivers are located in south eastern England, where population densities are high (and growing) and rainfall is relatively low. In some river catchments, including the Wandle, ground water aquifers have historically been relied upon as a source of clean water for public supply: as a result, today’s flows in the Wandle are considerably reduced from their historic highs.
    [Show full text]
  • Ebb and Flow a Self Guided Walk Along the River Thames from Molesey to Kingston
    Ebb and flow A self guided walk along the River Thames from Molesey to Kingston Explore life and leisure along the non-tidal Thames Discover how its meanders and islands were formed Find out how the water is managed and maintained See how the river is used for work, leisure and sport .discoveringbritain www .org ies of our land the stor scapes throug discovered h walks 2 Contents Introduction 4 Route overview 5 Practical information 6 Detailed route maps 8 Commentary 10 Further information 37 Credits 38 © The Royal Geographical Society with the Institute of British Geographers, London, 2014 Discovering Britain is a project of the Royal Geographical Society (with IBG) The digital and print maps used for Discovering Britain are licensed to the RGS-IBG from Ordnance Survey Cover image: Rowing boats and steamer by Hampton Court Bridge © Rory Walsh 3 Ebb and flow Explore the River Thames between Molesey and Kingston Rivers are a vital resource for human life on Earth. Most of the world’s biggest cities are located by large rivers. These waterways are so important that they are respected, venerated, even worshipped. While the River Ganges in India is deified as Mother Ganges, a life- giving nurturing goddess, in London the river is personified as Old Father Thames. This walk between Molesey and Kingston explores a short section of the non-tidal river to find out about its physical characteristics – its flow and floods, its islands and meanders. The walk also tells the story of the river’s many roles - as a place to live, a place to work and a place to play.
    [Show full text]
  • High-Resolution Geological Maps of Central London, UK: Comparisons with the London Underground
    Geoscience Frontiers 7 (2016) 273e286 HOSTED BY Contents lists available at ScienceDirect China University of Geosciences (Beijing) Geoscience Frontiers journal homepage: www.elsevier.com/locate/gsf Research paper High-resolution geological maps of central London, UK: Comparisons with the London Underground Jonathan D. Paul Department of Earth Sciences, Bullard Laboratories, University of Cambridge, Madingley Rise, Cambridge, CB3 0EZ, UK article info abstract Article history: This study presents new thickness maps of post-Cretaceous sedimentary strata beneath central London. Received 31 March 2015 >1100 borehole records were analysed. London Clay is thickest in the west; thicker deposits extend as a Received in revised form narrow finger along the axis of the London Basin. More minor variations are probably governed by 14 May 2015 periglacial erosion and faulting. A shallow anticline in the Chalk in north-central London has resulted in a Accepted 21 May 2015 pronounced thinning of succeeding strata. These results are compared to the position of London Available online 25 June 2015 Underground railway tunnels. Although tunnels have been bored through the upper levels of London Clay where thick, some tunnels and stations are positioned within the underlying, more lithologically Keywords: London variable, Lower London Tertiary deposits. Although less complex than other geological models of the London Underground London Basin, this technique is more objective and uses a higher density of borehole data. The high London Clay resolution of the resulting maps emphasises the power of modelling an expansive dataset in a rigorous Lambeth Group but simple fashion. Chalk Ó 2015, China University of Geosciences (Beijing) and Peking University.
    [Show full text]
  • Deoxygenated Gas Occurrences in the Lambeth Group of Central London
    1 Deoxygenated gas occurrences in the Lambeth Group of central 2 London 3 T. G. Newman1*, R. C. Ghail1 and J. A. Skipper2 4 1Department of Civil and Environmental Engineering, Imperial College London, London, SW7 5 2AZ, United Kingdom. *[email protected] (corresponding author) 6 2Geotechnical Consulting Group, 52A Cromwell Road, London, SW7 5BE, United Kingdom and 7 Department of Mineralogy, Natural History Museum, Cromwell Road, SW7 5BD 8 3,307 words (200 abstract; 3,120 main text) 9 3 tables, 12 figures, 39 references 10 Abbreviated Title: Deoxygenated Gas in London 11 Abstract: Deoxygenated gas poses a serious and life-threatening hazard (confined space hypoxia) for engineering 12 projects in London, particularly those in the Upnor Formation of the Lambeth Group. We review its causes and 13 postulate that it is induced by dewatering or positive pressure tunnelling bringing air into contact with these 14 sediments, causing oxidation. Subsequent resaturation results in pockets of deoxygenated gas. Drawdown of the 15 Lower Aquifer during the industrial growth of London brought air into contact with Lambeth Group sediments on a 16 regional scale. Its recharge has trapped and compressed deoxygenated gas beneath overlying impermeable clays. 17 Historically, the mineral glauconite has been blamed for these hazards, but it lacks potency as a reducing agent and 18 remains unaltered in many oxidised Lambeth Group sediments. Pyrite and organic carbon are both plausible but a 19 more potent agent is green rust, which readily and rapidly oxidises on contact with air, and which is only briefly 20 observed in fresh core samples.
    [Show full text]
  • Planning Statement Kirtling Street.Pdf
    Thames Tideway Tunnel Thames Water Utilities Limited Application for Development Consent Application Reference Number: WWO10001 Appendix J Planning Statement Doc Ref: 7.01 Appendix J APFP Regulations 2009: Regulation 5(2)(q) Hard copy available in Box 44 Folder A January 2013 This page is intentionally blank Thames Tideway Tunnel Planning Statement Appendix J: Kirtling Street List of contents Page number J.1 Introduction ......................................................................................................... 1 J.2 Site description ................................................................................................... 1 J.3 Planning context ................................................................................................. 5 Planning policy ........................................................................................................... 5 Planning history .......................................................................................................... 7 J.4 Site-specific description of development ....................................................... 15 Overview ................................................................................................................... 15 Application for development consent ........................................................................ 16 Construction ............................................................................................................. 17 Site set-up ...............................................................................................................
    [Show full text]
  • Infrastructure 2014 London
    THE STATE OF THE NATION BRIEFING LONDON INFRASTRUCTURE THE 2014 STATE OF THE This report provides government and industry with an NATION independent appraisal of the state of the capital’s waste, water, Infrastructure 2014 energy and transport infrastructure, and recommendations for priority actions ahead of the next general election. London is the fastest growing region in the UK. London’s politicians must provide clear statements UK OVERVIEW Infrastructure is vital to society – our quality Its population is forecast to reach 10 million in on strategic direction, backed by supportive policy of life depends on it functioning effectively the early 2030s, while employment is expected to and regulatory frameworks. With lengthy lead 1 and our reliance becomes painfully evident grow between now and 2031. times for new and upgraded infrastructure, there when infrastructure systems fail. is a strong justification for concerted action by This scale of population growth combined with government and industry now. The UK’s ability to compete in the global extra jobs being created, requires a long-term race and to generate and sustain economic commitment to invest in, and improve London’s growth with appropriate quality of life infrastructure in a sustainable way. depends on infrastructure networks that provide predictable energy generation and distribution, water supply, waste management and the transportation of people and essential goods into and around the UK by rail, road, sea and air. State of the Nation is ICE’s flagship report on the current state of the UK’s infrastructure. The 2014 State of the Nation Infrastructure report assesses the performance, capacity and condition of the UK’s economic infrastructure networks, and determines the actions required in order to improve and enhance performance, and importantly, to ensure that our infrastructure is resilient when faced with the many challenges ahead – from climate change to population growth.
    [Show full text]