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Proposed Mineral Allocation Site on Land Off Pincet Lane, North Kilworth, Leicestershire
Landscape and Visual Appraisal for: Proposed Mineral Allocation Site on Land off Pincet Lane, North Kilworth, Leicestershire Report Reference: CE - NK-0945-RP01a- FINAL 26 August 2015 Produced by Crestwood Environmental Ltd. Crestwood Report Reference: CE - NK-0945-RP01a- FINAL: Issued Version Date Written / Updated by: Checked & Authorised by: Status Produced Katherine Webster Karl Jones Draft v1 17-08-15 (Landscape Architect) (Director) Katherine Webster Karl Jones Final 18-08-15 (Landscape Architect) (Director) Katherine Webster Karl Jones Final Rev A 26-08-15 (Landscape Architect) (Director) This report has been prepared in good faith, with all reasonable skill, care and diligence, based on information provided or known available at the time of its preparation and within the scope of work agreement with the client. We disclaim any responsibility to the client and others in respect of any matters outside the scope of the above. The report is provided for the sole use of the named client and is confidential to them and their professional advisors. No responsibility is accepted to others. Crestwood Environmental Ltd. Units 1 and 2 Nightingale Place Pendeford Business Park Wolverhampton West Midlands WV9 5HF Tel: 01902 824 037 Email: [email protected] Web: www.crestwoodenvironmental.co.uk Landscape and Visual Appraisal Proposed Quarry at Pincet Lane, North Kilworth CONTENTS 1 INTRODUCTION ........................................................................................................................ 2 1.1 SITE -
94: Leicestershire Vales Area Profile: Supporting Documents
National Character 94: Leicestershire Vales Area profile: Supporting documents www.naturalengland.org.uk 1 National Character 94: Leicestershire Vales Area profile: Supporting documents Introduction National Character Areas map As part of Natural England’s responsibilities as set out in the Natural Environment White Paper1, Biodiversity 20202 and the European Landscape Convention3, we are revising profiles for England’s 159 National Character Areas (NCAs). These are areas that share similar landscape characteristics, and which follow natural lines in the landscape rather than administrative boundaries, making them a good decision-making framework for the natural environment. NCA profiles are guidance documents which can help communities to inform their decision-making about the places that they live in and care for. The information they contain will support the planning of conservation initiatives at a landscape scale, inform the delivery of Nature Improvement Areas and encourage broader partnership working through Local Nature Partnerships. The profiles will also help to inform choices about how land is managed and can change. Each profile includes a description of the natural and cultural features that shape our landscapes, how the landscape has changed over time, the current key drivers for ongoing change, and a broad analysis of each area’s characteristics and ecosystem services. Statements of Environmental Opportunity (SEOs) are suggested, which draw on this integrated information. The SEOs offer guidance on the critical issues, which could help to achieve sustainable growth and a more secure environmental future. 1 The Natural Choice: Securing the Value of Nature, Defra NCA profiles are working documents which draw on current evidence and (2011; URL: www.official-documents.gov.uk/document/cm80/8082/8082.pdf) 2 knowledge. -
Old Brownsover Conservation Area Appraisal
RUGBY BOROUGH COUNCIL OLD BROWNSOVER CONSERVATION AREA APPRAISAL CONTENTS Page 1 Introduction 3 2 Location and context 5 3 General character and form 6 4 Landscape setting and open and green spaces 7 5 Historic development 10 6 Archaeology and Scheduled Ancient Monuments 13 7 Architecture and building materials 14 8 Detailed Architectural Assessment 15 9 Local details and features 22 10 Contribution of unlisted buildings 22 11 Key views and vistas 23 12 Existence of neutral areas 24 13 Conclusions 24 14 Preservation and enhancement 24 15 Appendices 27 2 INTRODUCTION Brownsover is a hamlet some mile and a half to the north of Rugby. The Conservation Area runs parallel to the A426 Leicester Road on the eastern side and incorporates Brownsover Hall and a small number of houses to the south together with St Michael’s Church. Undeveloped land to the east and around the hall is included within the Conservation Area. The area was designated a Conservation Area in July 1992 and the designation covers all the buildings within the hamlet but excludes the recent residential development of Monarch Close. Conservation Areas were introduced by the Civic Amenities Act in 1967 and they are defined by the Planning (Listed Buildings and Conservation Areas) Act 1990 as an ‘area of special architectural or historic interest, the character of which it is desirable to preserve or enhance’. Section 69 of the act places a duty on the Local Authority to review its Conservation Areas from time to time and section 71 to formulate and publish proposals for their preservation and enhancement. -
Warwickshire County Council Halcrow Group Limited
Warwickshire County Council Strategic Flood Risk Assessment for Local Development Framework Level 1 Volume 1 February 2008 Halcrow Group Limited Strategic Flood Risk Assessment Warwickshire County Council Strategic Flood Risk Assessment Warwickshire County Council Warwickshire County Council Strategic Flood Risk Assessment for Local Development Framework Level 1 Volume 1 Contents Amendment Record This report has been issued and amended as follows: Issue Revision Description Date Signed 1 Draft Report 06/12/07 RD 1 A Draft Report 28/01/08 RD 2 Final Report 18/02/08 RD 2 A Final Report 20/02/08 RD Strategic Flood Risk Assessment Warwickshire County Council Contents Contents.................................................................................................................................................1 Executive Summary ..............................................................................................................................4 1 Introduction...................................................................................................................................5 1.1 Terms of Reference ...................................................................................................................5 1.2 Project Aims ...............................................................................................................................5 1.3 Project Objectives ......................................................................................................................5 1.4 Project -
Appendix A: SUDS Review and Historical Flooding
Harborough District Council Strategic Flood Risk Assessment D119550 Appendix A: SUDS Review and Historical Flooding Harborough Level 1 SFRA Final -A - April 2009 Harborough District Council Strategic Flood Risk Assessment D119550 Geology and SUDS Review Sustainable Drainage systems Traditionally, built developments have utilised piped drainage systems to manage storm water and convey surface water run-off away from developed areas as quickly as possible. Typically these systems connect to the public sewer system for treatment and/or disposal to local watercourses. Whilst this approach rapidly transfers storm water from developed areas, the alteration of natural drainage processes can potentially impact on downstream areas by increasing flood risk and reducing water quality. Receiving watercourses are therefore much more sensitive to rainfall intensity, volume and catchment land uses after a catchment or areas of a catchment have been developed. Due to the difficulties associated with updating sewer systems it is uncommon for sewer and drainage systems to keep pace with the rate of development/re-development and the increasingly stringent controls placed on discharges to watercourses. As development progresses and/or urban areas expand these systems become inadequate for the volumes and rates of storm water they receive, resulting in increased flood risk and/or pollution of watercourses. Allied to this are the implications of climate change on rainfall intensities leading to flashier catchment/site responses and surcharging of piped systems. In addition, as flood risk has increased in importance within planning policy, a disparity has emerged between the design standard of conventional sewer systems (1 in 30 year) and the typical design standard flood (1 in 100 year). -
Service Order
o XXXX indicates where information has been redacted under exemptions / exceptions in the Freedom of Information Act 2000 and / or Environmental Information Regulations 2004. SERVICE ORDER This Service Order specifies the requirements necessary for the completion of an agreement for the purchase of Services for undertaking the ‘Ashby Canal SSSI, Leicestershire - Catchment Walkover to identify diffuse water pollution issues’ CONTRACT REFERENCE 25477 (to be quoted on all correspondence relating to this NUMBER: Service Order) DATE: 28 May 2013 PURCHASE ORDER NUMBER: Tbc to follow FROM: Natural TO: xxxxxxxxxxxx England Foundry House, 3 Millsands, Riverside Ecus Ltd Exchange, Sheffield S3 8NH Brook Holt Project Officer: xxxxxxxxxxxx 3 Blackburn Road Job Title: Nottinghamshire, Sheffield Leicestershire and Rutland Land S61 2DW Management Team, Lead SSSI Adviser APEX Court City Link Nottingham NG2 4LA Telephone No: xxxxxxxxxxxxx or Tel. xxxxxxxxxxxxxx M: xxxxxxxxxxxxxxx M: xxxxxxxxxxxxxxxxx E-mail Address xxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxx SERVICES TO BE PROVIDED AT: INVOICE ADDRESS: Ashby Canal SSSI, Leicestershire and Natural England, DFSSD Accounts Payable, PO Ecus Ltd offices. Box 92, Lion House, Willowburn Trading Estate, Alnwick, Northumberland, NE66 9AR Outputs to: Natural England Project Officer, xxxxxxxxxxxxxxx SERVICES: To undertake a catchment walkover in accordance with Environment Agency Methodology (Operational Instruction 356_12. May 2012) to: confirm impacts or unacceptable risks to water bodies and immediately report any serious pollution incidents to the Environment Agency at the time of survey. After reporting any serious incidents to the Environment Agency you should also inform the Natural England Project Officer (xxxxxxxxxxx) and the Canal 1 and River Trust (xxxxxxxxxxxxxxx) clarify suspected causes (sources/ activities) identify areas to be targeted clarify measures to be employed. -
Advisory Visit River Swift, Warwickshire on Behalf Of
Advisory Visit River Swift, Warwickshire on behalf of Warkwickshire Fly Fishers 13th June, 2008 1.0 Introduction This report is the output of a site visit undertaken by Tim Jacklin of the Wild Trout Trust on the River Swift, Warwickshire on 13th June 2008. Comments in this report are based on observations on the day of the site visit and discussions with John Burton, Roger Hextall and Steve Smith of the Warwickshire Fly Fishers Club ( http://www.warwickshireflyfishers.co.uk/ ). The club has around 90 members and has a mixture of stillwater and river fisheries in the Midlands. The club have had control of the fishery on the River Swift for seven years. Normal convention is applied throughout the report with respect to bank identification, i.e. the banks are designated left hand bank (LHB) or right hand bank (RHB) whilst looking downstream. A previous Wild Trout Trust advisory visit to this site was carried out by Vaughan Lewis (Windrush AEC) in March 2005. The current visit was to assess progress with the implementation of recommendations made in 2005, and make further recommendations for habitat improvements. This report should be read in conjunction with the previous advisory visit report. 2.0 Fishery Overview The River Swift is a small, clay-based tributary of the River Avon, flowing in a roughly southerly direction from near Gilmorton before joining the Avon at Rugby. The downstream limit of the fishery is near to the village of Churchover and the upper limit is the A5 at Bransford Bridge, approximately 4 km of river. The river contains stocks of mixed coarse fish including chub, roach, pike and perch as well as large numbers of stone loach. -
Churchover CA
RUGBY BOROUGH COUNCIL CHURCHOVER CONSERVATION AREA APPRAISAL June 2010 CONTENTS Page 1 Introduction 3 2 Location and context 5 3 General character and form 5 4 Landscape setting 6 5 Historic development 8 6 Archaeology 9 7 Architecture, building materials and features 11 8 Detailed Architectural Assessment: 11 Area 1: School Street 12 Area 2:The Green 15 Area 3:Church Street 17 9 Contribution of unlisted buildings 21 10 Street furniture 22 11 Green and open spaces 22 12 Key views and vistas 23 13 Existence of any neutral areas 23 14 Conclusions 24 15 Preservation and enhancement 24 16 Appendices 26 2 INTRODUCTION Churchover is a village some four miles north of Rugby, just west of the A426 and north of the M6 motorway. Situated near the Warwickshire/Leicestershire border it is on the Warwickshire side of the Roman Watling Street. The settlement contains less than 100 dwellings and is set on a hill overlooking the Swift Valley in pleasant pastoral land. Nearby the River Swift flows down to meet the Avon at Rugby. The village is approached through countryside from the east and south-west and comprises buildings along the historic School Street and Church Street. The only other road in the Conservation Area is Old Rectory Close. Conservation Areas were introduced by the Civic Amenities Act in 1967. A Conservation Area is defined by the Planning (Listed Buildings and Conservation Areas) Act 1990 as an ‘area of special architectural or historic interest, the character of which it is desirable to preserve or enhance’. Section 69 of the Act places a duty on the Local Authority to review its Conservation Areas, Section 71 requires the Authority to formulate and publish proposals for their preservation and enhancement. -
Harborough District Watercycle Study December 2015
Harborough District Watercycle Study December 2015 Amendment September 2017: Page 26 clarification that development should be directed away from flood zones 2 and 3 inserted for options including the Lutterworth East SDA. Page 30 clarification that development should be directed away from flood zones 2 and 3 inserted for options including the Lutterworth East SDA. 2 Harborough District Water Cycle Study Contents 1. Introduction 2. Harborough District 3. Environmental Policy Water Framework Directive Climate Change 4. Water Supply 5. Waste Water Infrastructure 6. Water Quality WFD status of water bodies 7. Flood Risk SFRA 2009 8. Assessment of Options for Local Plan: opportunities and constraints 9. Conclusions References Appendices A Flood Events post 2011 (Data from LLFA – Leicestershire County Council) B Settlement Flood Risk C Settlement Housing Number Distribution for each Option D Flood defence in Market Harborough E Flood defence in Harborough District 3 1. Introduction Harborough District Council is currently producing a new Local Plan. The new Local Plan will allocate sites for housing and employment land. Over the plan period, some 9500 new homes are required. New homes and businesses require access to a range of infrastructure, including water supply and waste water treatment. There is also a need to consider flood risk and the impact of rainwater run-off into local water courses. In order to understand the impact that development has on water demand and management, it is helpful to consider the full water cycle. The water cycle includes natural and man made processes and systems that are involved in the collection, storage or transportation of water in the environment. -
Harborough District Council Level 1 Strategic Flood Risk Assessment Final Report April 2009
Harborough District Council Level 1 Strategic Flood Risk Assessment Final Report April 2009 Prepared for: Harborough District Council Strategic Flood Risk Assessment D119550 Revision Schedule Harborough District Council Level 1 Strategic Flood Risk Assessment Final Report April 2009 Rev Date Details Prepared by Reviewed by Approved by 0 December 08 Interim Draft Nicola Bell Michael Timmins Kerry Whalley Planner Principal Flood Risk Associate Specialist Helen Burton Assistant Flood Risk Specialist Zoe Hall Senior Flood Risk Specialist A February 09 Final Draft Nicola Bell Michael Timmins Kerry Whalley Planner Principal Flood Risk Associate Specialist Helen Burton Assistant Flood Risk Specialist Jo Chesters Senior Flood Risk Specialist B April 09 Final Report Nicola Bell Michael Timmins Kerry Whalley Planner Principal Flood Risk Associate Specialist Helen Burton Assistant Flood Risk Specialist Jo Chesters Senior Flood Risk Specialist Scott Wilson WestOne Wellington Street Leeds LS1 1BA This document has been prepared in accordance with the scope of Scott Wilson's appointment with its client and is subject to the terms of that appointment. It is addressed to and for the sole use and reliance of Scott Wilson's client. Scott Wilson accepts no liability for any use of this document other than by its client and only for the purposes, Tel: 0113 204 5000 stated in the document, for which it was prepared and provided. No person other than the Fax: 0113 204 5001 client may copy (in whole or in part) use or rely on the contents of this document, without the prior written permission of the Company Secretary of Scott Wilson Ltd. -
Appendix-F-Potential-Growth-Areas
F Potential growth areas The following tables provide a summary of information relating to flood risk for locations identified as potential strategic growth areas. Appendix F has been prepared based on the most up-to-date information concerning the proposed growth areas, at the time of preparing this SFRA. It also contains information on one additional area, where major development is planned. Each table is supported by corresponding interactive maps. These maps can be found by using the Appendix F Index Map and clicking on the corresponding square in the map. The interactive map for the area will then open in a separate PDF. The table also lists which maps relate to the proposed growth area. The supplied information relating to the proposed growth areas did not provide a defined boundary. Therefore, the interactive maps have a buffer, to cover the proposed growth areas and immediate surrounding land. F.1 AREA 1: Northern Gateway Proposed growth area (Northern Gateway) The proposed growth area is centred around the northern parts of the A42 and M1 in North West Leicestershire District and Charnwood Borough. The interactive maps ref: SFRA_F01 and SFRA_F02 relate to this proposed growth area. Fluvial Flood Risk The main fluvial flood risks to the proposed growth area are associated with the Black Brook, the Grace Dieu Brook, the Westmeadow Brook and the Diseworth Brook. However, the Flood Zones are narrow and confined throughout much of the proposed growth area. Flood Zones are comparatively wider at the confluence of the Black Brook and Grace Dieu Brook. Flood Zone 3b has not been identified along the watercourses in the proposed growth area. -
Northamptonshire Vales/ Leicestershire Vales
Character Area Northamptonshire Vales/ 89/94 Leicestershire Vales This description is an amalgamation of 89 Rockingham Forest to the Nene Valley, which is sharply Northamptonshire Vales and 94 Leicestershire defined on its southern bank by the Cambridge and Vales Bedfordshire Claylands. Key Characteristics The gently undulating clay vales and ridges which make up much of the area, have a strong pattern of Tudor and ● Gentle clay ridges and valleys with little woodland parliamentary enclosure, often with low, but well- and strong patterns of Tudor and parliamentary maintained, hedges and variable densities of hedgerow enclosure. trees. Woodlands are small. They are confined mainly to valley sides areas and to copses and spinneys on the ridges. ● Distinctive river valleys of Soar, Welland and Nene As a result of this open character, the frequent large with flat floodplains and gravel terraces. settlements can dominate the landscape. Leicester and ● Large towns of Leicester and Northampton dominate Northampton are large towns with extensive edges of much of the landscape. commercial and retail buildings and out of town development and there are several smaller towns like ● Frequent small towns and large villages, often Market Harborough, Lutterworth, Hinckley and Earl characterised by red brick buildings. Shilton where the high density of 19th and 20th century red ● Prominent parks and country houses. brick houses and urban fringe buildings are prominent. There are also many large villages but the frequent small ● Frequent imposing, spired churches. ones show less 20th century influence. This is particularly ● Attractive stone buildings in older village centres true in the east, where an older character of mellow brick, and eastern towns and villages.