An Assessment of the Effect on Over-Wintering
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South Colne Sub-Area 3
SOUTH COLNE DETAILED STRATEGIES SUB-AREA 3 South Colne character South Colne is characterised by flatter topography as the River Colne approaches its confluence with the Thames. Braided watercourses and flood meadows typify the landscape, which is dominated in aerial views by a series of large reservoirs, the product of historic gravel extraction industry in the area. The South West London Reservoirs are internationally significant for the populations of overwintering birds they support, some from as far afield as the Arctic. This area also includes Heathrow airport and the extensive associated transport infrastructure. In close proximity to the airport lie some significant heritage assets including Harmondsworth Barn, the largest timber- framed building in England. © Brian Robert Marshall CC Andreas Trepte, www.photo-natur.net Harmondsworth Barn River Colne flowing through Staines Moor Lakes and reservoirs important for SOUTH COLNE overwintering wildfowl DETAILED SUB-AREA 3 STRATEGIES © Stefan Czapski The Causeway at Staines Reservoir Ankerwycke Priory - home to the Ankerwycke Colne Brook at Wraysbury - important for Yew wildlife Colne & Crane valleys green infrastructure strategy 51 South Colne area strategy overview The strategy for South Colne and Heathrow associated opportunities for education and is to improve and repair the landscape and interpretation and new viewpoints. connectivity for people and wildlife, conserve INTERWOVEN RIVERS and enhance valuable ecological habitats and Water and biodiversity enhancements should aim promote access for all to new and improved to restore floodplains and focus on the benefits of RECREATION landscape destinations. natural landscapes to contribute to natural flood LOCAL + GLOBAL management in this low lying landscape. The Roads and other major infrastructure in this area Duke of Northumberland’s River and Longford WATER SPORTS create particular severance and impair the River close to Heathrow could be enhanced TRANSFORM quality of the user experience. -
Kittiwake Black-Headed Gull
Kittiwake International threshold: 20,000** Rissa tridactyla Great Britain threshold: ? † † All-Ireland threshold: ? GB max: 1,394 Oct NI max: 84 Sep During WeBS counts, Kittiwakes were It is important to note that because a recorded at most of the traditional sites few key WeBS sites are near breeding during 2008/09. The peak monthly total of colonies it is likely that breeding success 1,394 birds in October is very low compared may significantly affect WeBS counts at to recent years. The highest counts these sites. Nevertheless, low numbers received were from Arran (800, October) recorded through WeBS may be associated and Dungeness & Rye Bay (500, January) with both the declining UK breeding but, relatively, few were reported from population and recent abysmal productivity Loch Strathbeg where the largest numbers (JNCC 2009). All records in Northern Ireland have frequently been seen in the past. were from Belfast Lough. 04/05 05/06 06/07 07/08 08/09 Mon Mean Sites with mean peak counts of 200 or more birds in Great Britain † Loch of Strathbeg 152 1,130 3,282 785 37 Jul 1,077 Arran 340 701 400 1,000 800 Oct 648 Tay Estuary (690) (740) (190) 300 (17) Aug 577 Dungeness and Rye Bay 500 Jan 500 Beadnell to Seahouses 140 512 850 (460) 200 Apr 432 Durham Coast 279 250 (363) (71) (225) Apr 297 Forth Estuary 170 (276) (379) (127) (334) Oct 290 Otter Estuary to Kingsbridge Estuary 250 250 Winterfield to Catcraig 285 430 3 Sep 239 Glyne Gap 19 457 (233) (78) Dec 238 Dee Estuary (Scotland) 161 191 175 458 183 Sep 234 Tweed Estuary 114 340 410 -
Staines Town Centre Draft Urban Design Framework
Spelthorne Borough Council Staines Town Centre Draft Urban Design Framework UI No 3041 Date 11/2008 Client Spelthorne Borough Council WE BELIEVE IN MAKING CITIES WORK THROUGH OUR UNIQUE INTER-DISCIPLINARY APPROACH TO URBAN DESIGN, TRANSPORTATION, REGENERATION AND DEVELOPMENT. 3041 CONTENTS STAINES Town CENTRE 1 INTRODUCTION .........................................................................................................................................5 THE TEAM URBAN INITIATIVES: 2 ConTEXT ...................................................................................................................................................9 URBAN DESIGN, PLANNING AND MOVEMENT 3 DRAFT URBan DEsign FramEwork .................................................................................................. 41 URBAN DELIVERY: 4 DELIVEring THE Vision ........................................................................................................................ 71 MARKET AND PROPERTY PROJECT DIRECTOR JOHN DALES DOCUMENT DATE 11/2008 1 Fitzroy Square London W1T 5HE t +44 (0)20 7380 4545 f +44 (0)20 7380 4546 www.urbaninitiatives.co.uk Aerial View of the Study Area N Terminal 5 Terminal 1-3 A3113 LONDON HEATHROW AIRPORT Cargo Terminal 01 Introduction Wraysbury Reservoir 1.1 Purpose and structure of the report King George VI Reservoir M25 This document presents a Draft Urban Design Staines Reservoir Framework (UDF) for Staines Town Centre prepared by Urban Initiatives on behalf of Spelthorne Borough Council. The report sets out the -
Water Framework Directive) (England and Wales) Directions 2009
The River Basin Districts Typology, Standards and Groundwater threshold values (Water Framework Directive) (England and Wales) Directions 2009 The Secretary of State and the Welsh Ministers, with the agreement of the Secretary of State to the extent that there is any effect in England or those parts of Wales that are within the catchment areas of the rivers Dee, Wye and Severn, in exercise of the powers conferred by section 40(2) of the Environment Act 1995(a) and now vested in them(b), and having consulted the Environment Agency, hereby give the following Directions to the Environment Agency for the implementation of Directive 2000/60/EC of the European Parliament and of the Council establishing a framework for Community action in the field of water policy(c): Citation and commencement and extent 1.—(1) These Directions may be cited as the River Basin Districts Typology, Standards and Groundwater threshold values (Water Framework Directive) (England and Wales) Direction 2009 and shall come into force on 22nd December 2009. Interpretation 2.—(1) In these Directions— ―the Agency‖ means the Environment Agency; ―the Groundwater Directive‖ means Directive 2006/118/EC of the European Parliament and of the Council on the protection of groundwater against pollution and deterioration(d); ―the Priority Substances Directive‖ means Directive 2008/105/EC of the European Parliament and of the Council on environmental quality standards in the field of water policy(e); ―threshold value‖ has the same meaning as in the Groundwater Directive; and ―the Directive‖ means Directive 2000/60/EC of the European Parliament and of the Council of 23rd October 2000 establishing a framework for Community action in the field of water policy. -
Îchesis Submitted for the Degree of Doctor of Philosophy. 1974. Seston Distribution and Phytoplankton Production in Axifew
îChesis Submitted for the Degree of Doctor of Philosophy. 1974 . Seston Distribution and Phytoplankton Production in ax Ifew, Eutrophia Reservoir subject to Artificial Mixing. by Gordon Douglas Haffner, B.Sc, -GND-N. UPJiV / ProQuest Number: 10107304 All rights reserved INFORMATION TO ALL USERS The quality of this reproduction is dependent upon the quality of the copy submitted. In the unlikely event that the author did not send a complete manuscript and there are missing pages, these will be noted. Also, if material had to be removed, a note will indicate the deletion. uest. ProQuest 10107304 Published by ProQuest LLC(2016). Copyright of the Dissertation is held by the Author. All rights reserved. This work is protected against unauthorized copying under Title 17, United States Code. Microform Edition © ProQuest LLC. ProQuest LLC 789 East Eisenhower Parkway P.O. Box 1346 Ann Arbor, Ml 48106-1346 - 2 - - ABSTRACT - Phytoplankton ecology of a new, artificially mixed Thames Valley Reservoir at Wraysbury, Buckinghamshire, was investigated during the period from late 1971 to early spring 1974. Biological, chemical, and physical aspects and their inter-relationships are discussed in reference to artificial mixing. Nitrates and phosphates were never limiting, and showed little fluctuation with phytoplankton growths. Although silicate concentrations decreased during vernal and autumnal diatom pulses of Stephanodiscus astraea (Ehrenb.) Grim. Stephanodiscus rotula (Kutz.) Hendey, dissolved silica seemed to be of secondary importance in limiting rates of growth or maximum yields. Particular emphasis was placed on the interactions of the seston, in particular the ratio of productive to non-productive particles as determined by particle frequency-size analyses using Coulter Counter Models A and B with 100 and 200 p.m. -
05: Water Quality and Hydro-Ecology Assessment
Heathrow Airport Limited Heathrow’s North-West Runway Water Quality and Hydro-ecology Assessment 16 June 2014 AMEC Environment & Infrastructure UK Limited 5 Copyright and Non-Disclosure Notice The contents and layout of this report are subject to copyright owned by AMEC (©AMEC Environment & Infrastructure UK Limited 2014). save to the extent that copyright has been legally assigned by us to another party or is used by AMEC under licence. To the extent that we own the copyright in this report, it may not be copied or used without our prior written agreement for any purpose other than the purpose indicated in this report. The methodology (if any) contained in this report is provided to you in confidence and must not be disclosed or copied to third parties without the prior written agreement of AMEC. Disclosure of that information may constitute an actionable breach of confidence or may otherwise prejudice our commercial interests. Any third party who obtains access to this report by any means will, in any event, be subject to the Third Party Disclaimer set out below. Third-Party Disclaimer Any disclosure of this report to a third party is subject to this disclaimer. The report was prepared by AMEC at the instruction of, and for use by, our client named on the front of the report. It does not in any way constitute advice to any third party who is able to access it by any means. AMEC excludes to the fullest extent lawfully permitted all liability whatsoever for any loss or damage howsoever arising from reliance on the contents of this report. -
OXF8027 RPS HRA Screening Report Draft NPS Revision
APPENDIX 5 GATWICK RUNWAY 2 MOLE GAP TO REIGATE ESCARPMENT SAC & ASHDOWN FOREST SPA/SAC REVISED HABITAT REGULATIONS ASSESSMENT REPORT: STAGE 1 (SCREENING) December 2017 Our Ref: OXF8027 RPS 20 Western Avenue Milton Park Abingdon OX14 4SH rpsgroup.com QUALITY MANAGEMENT Prepared by: Elizabeth White, Nick Betson, Fiona Prismall Reviewed by: Mike Barker, Julia Tindale Authorised by: David Cowan Date: December 2017 (Updated for Revised Draft NPS Consultation) Project Number/Document 8027 – HRA Screening Report Reference: COPYRIGHT © RPS The material presented in this report is confidential. This report has been prepared for the exclusive use of Gatwick Airport Limited and shall not be distributed or made available to any other company or person without the knowledge and written consent of RPS. Revised Habitats Regulations Assessment Screening December 2017 rpsgroup .com /uk CONTENTS EXECUTIVE SUMMARY ..................................................................................................................................... I 1 INTRODUCTION AND PURPOSE OF ASSESSMENT .......................................................................... 1 Background and Purpose of this Report .................................................................................................. 1 HRA Process ............................................................................................................................................ 2 Guidance and Information Used in Preparing this Report ...................................................................... -
03: Biodiversity Assessment
Heathrow Airport Limited Heathrow’s North-West Runway Biodiversity Assessment 16 June 2014 AMEC Environment & Infrastructure UK Limited 3 Copyright and Non-Disclosure Notice The contents and layout of this report are subject to copyright owned by AMEC (©AMEC Environment & Infrastructure UK Limited 2014). save to the extent that copyright has been legally assigned by us to another party or is used by AMEC under licence. To the extent that we own the copyright in this report, it may not be copied or used without our prior written agreement for any purpose other than the purpose indicated in this report. The methodology (if any) contained in this report is provided to you in confidence and must not be disclosed or copied to third parties without the prior written agreement of AMEC. Disclosure of that information may constitute an actionable breach of confidence or may otherwise prejudice our commercial interests. Any third party who obtains access to this report by any means will, in any event, be subject to the Third Party Disclaimer set out below. Third-Party Disclaimer Any disclosure of this report to a third party is subject to this disclaimer. The report was prepared by AMEC at the instruction of, and for use by, our client named on the front of the report. It does not in any way constitute advice to any third party who is able to access it by any means. AMEC excludes to the fullest extent lawfully permitted all liability whatsoever for any loss or damage howsoever arising from reliance on the contents of this report. -
Kittiwake Black-Headed Gull
Kittiwake International threshold: 20,000** Rissa tridactyla Great Britain threshold: ? † † All-Ireland threshold: ? GB max: 1,660 Jul NI max: 94 Sep 2007/08 was an unexceptional year for few key sites tend to be near breeding Kittiwakes recorded during WeBS Core colonies, it is likely that breeding counts, with a relatively low peak monthly productivity on given stretches of coastline total of 1,660 in July. The peak count at may affect WeBS counts at sites nearby. the site with the highest five-year average, Apart from a single at Dundrum Inner Bay, Loch of Strathbeg, was the lowest for three all records in Northern Ireland were from years. It is important to note that because a Belfast Lough. 03/04 04/05 05/06 06/07 07/08 Mon Mean Sites with mean peak counts of 200 or more birds in Great Britain † Loch of Strathbeg 6,300 152 1,130 3,282 785 Jun 2,330 Lunan Bay 3,400 100 250 133 67 Jun 790 Tay Estuary (133) (690) (740) (190) 300 Aug 577 Arran 290 340 701 400 1,000 Sep 546 Beadnell to Seahouses 350 140 512 850 (460) May 463 Tees Estuary 1,492 (56) 61 112 133 Aug 450 Tweed Estuary 860 114 340 410 132 Jun 371 Durham Coast (0) (279) (250) (363) (71) Aug (363) Winterfield to Catcraig 285 430 Apr 358 Forth Estuary (426) 170 (276) (379) (127) Sep 313 Nigg Bay to Cove Bay 846 0 0 (0) 282 Otter Estuary to Kingsbridge Estuary 250 Jan 250 Dee Estuary (Scotland) 248 161 191 175 458 Jun 247 Glyne Gap 19 457 (233) Feb 238 Don Mouth to Ythan Mouth 153 534 (165) 3 119 Jul 202 † as no British or All-Ireland thresholds have been set a qualifying level of 200 has been chosen to select sites for presentation in this report Black-headed Gull International threshold: 20,000** Chroicocephalus ridibundus Great Britain threshold: 19,000 † † All-Ireland threshold: ? GB max: 209,081 Feb NI max: 14,493 Jan Numbers of Black-headed Gulls recorded Four sites qualified as being of by WeBS in 2007/08 were similar to those in international importance, although this the previous year, with February again species has not been counted at several proving to be the peak month. -
Airports Nps - Habitats Regulations Assessment Appendix B Appropriate Assessment of Short List Alternatives
AIRPORTS NPS - HABITATS REGULATIONS ASSESSMENT APPENDIX B APPROPRIATE ASSESSMENT OF SHORT LIST ALTERNATIVES JUNE 2018 AIRPORTS NPS - HABITATS REGULATIONS ASSESSMENT APPENDIX B APPROPRIATE ASSESSMENT OF SHORT LIST ALTERNATIVES Department for Transport Project no: 70030195 Date: June 2018 WSP The Forum Barnfield Road Exeter EX1 1QR Tel: (01392) 229700 www.wsp.com iii TABLE OF CONTENTS 1 BACKGROUND ............................................................................ 1 1.1 INTRODUCTION ................................................................................................ 1 1.2 HABITATS REGULATIONS ASSESSMENT (HRA) SCREENING ................... 1 1.3 APPROPRIATE ASSESSMENT (AA) ............................................................... 2 1.4 IN-COMBINATION EFFECTS ON NATURA 2000 AND RAMSAR SITES ....... 3 1.5 CONSULTATION ............................................................................................... 5 2 EFFECTS OF DISTURBANCE ..................................................... 6 2.1 INTRODUCTION ................................................................................................ 6 2.2 RELEVANT EUROPEAN SITES ........................................................................ 6 2.3 APPROPRIATE ASSESSMENT ........................................................................ 7 2.4 SUMMARY OF POTENTIAL EFFECTS ON INTEGRITY AS A RESULT OF CONSTRUCTION AND OPERATION OF THE SCHEMES ...................... 13 2.5 AVOIDANCE AND MITIGATION MEASURES ............................................... -
Draft Surrey Local Flood Risk Management Strategy 2012 - 2016
Draft Surrey Local Flood Risk Management Strategy 2012 - 2016 www.surreycc.gov.uk Making Surrey a better place Why is a strategy needed? Tell us what you think about The Government has recently given local flooding authorities new powers to help manage local flood risk in a more coordinated way. These new Earlier this year, Surrey County Council used responsibilities relate primarily to ‘local’ flood feedback from residents to inform its strategy risk, namely from surface water, groundwater about flood risk. It now wants to know what you and ordinary watercourses (smaller rivers, think of it. streams and ditches). Flood risk from all other To give your views, visit www.surreycc.gov.uk/ rivers (known as main rivers) remains the floodriskstrategy or call 03456 009 009. responsibility of the Environment Agency. The closing date for all responses is 30 November Surrey County Council now has a statutory duty 2012. to produce a strategy. The Surrey Local Flood Risk Management Strategy: • Explains how partners are working together to reduce flood risk. • Provides an overview of the ongoing flood risk management work underway across Surrey. • Outlines which organisations are responsible for different types of flooding to ensure a common understanding of roles, responsibilities and priorities within the county. Extreme weather, existing buildings in floodplains and limited funding mean we cannot stop flood incidents in Surrey. However, through the strategy we will coordinate our services so that flood risk is reduced and the aftermath of flood incidents is minimised. The strategy provides a real opportunity for us to work together with residents and businesses to reduce risk and prepare for the future. -
Gartner Group -Egham
Chertsey Thorpe B388 Windsor A308 Staines M25(M3) Chertsey (A320) Thorpe Park Locator Map 21 A4010 A413 N AMERSHAM HIGH WYCOMBE A404 M25 A413 WATFORD Gartner UK Ltd A355 A40 Tamesis, The Glanty, Egham 4 3 A40 Surrey, TW20 9AH 2 A4155 A4155 A404 M40 UXBRIDGE Tel: 01784 431 611 Fax: 01784 487 595 16 MAIDENHEAD SLOUGH A40 HEATHROW Public Transport 7 AIRPORT 8/9 6 15 4 A4 5 M4 By Rail. A308 Staines - On exiting station, join Gresham Road, turn right M4 14 onto Laleham Road, onto Thames Street and onto Clarence A316 Street. Go over Staines Bridge then turn right onto The 10 EGHAM 13 STAINES A329(M) Causeway. Follow this onto The Glanty, the building is on the BRACKNELL A30 left. Approximately 30 mins walk. 12 M3 WOKINGHAM A322 Egham - On exiting station, join Station Road, turn right onto M3 Church Road. At the roundabout turn left onto Avenue Road. A327 3 M25 Turn right at roundabout onto The Glanty. The building is on A3 the right. Approximately 10 mins walk. 4 10 By Air. M3 FARNBOROUGH A3 Heathrow - Approximately 20 mins by taxi (depending on ( traffic). M25 CLOCKWISE TO HEATHROW JCT 14 5 2 N ( M Start here 13 1 3m M25 Kingston A30 Staines Wraysbury (A308) (Anti-Clockwise) (B376) Bagshot A30 Egham Chertsey (A320) Windsor (A308) Thorpe Park M25 Junction 13 Egham A30 Egham (M25) town B 3 KING GEORGE VI Staines centre 7 6 Staines Wraysbury RESERVOIR A30 A30 (B376) London (W) Sunningdale A30 Staines (A30) S T 13 1 2m A I N E S B Y - Chertsey (A320) PA S S Thorpe Park R I V E R Bagshot T H A308 A M Egham A308 TO E S (M3, M23, M20) A WINDSOR