DOCSLIB.ORG

Samuel House, 1St Floor, 5 Fox Valley Way, Stocksbridge, Sheffield, S36 2AA Tel: 0114 321 5151 Our Ref: SHF.1615

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Samuel House, 1St Floor, 5 Fox Valley Way, Stocksbridge, Sheffield, S36 2AA Tel: 0114 321 5151 Our Ref: SHF.1615 Samuel House, 1st Floor, 5 Fox Valley Way, Stocksbridge, Sheffield, S36 2AA Tel: 0114 321 5151 www.enzygo.com Our Ref: SHF.1615.003.HY.L.001.A Date: 13th February 2020 Your Reference: 3/2020/0010 FAO: Carole Woosey Email: [email protected] Ribble Valley Borough Council Development Control Council Offices Church Walk Clitheroe Lancashire BB7 2RA Dear Carole, RE: HENTHORN ROAD, CLITHEROE, BB7 2QF [REFERENCE 3/2020/0010] - RESPONSE TO ENVIRONMENT AGENCY OBJECTION Enzygo Ltd have been commissioned to provide a response to an Environment Agency objection to a reserved matters planning application for 21 units on the above Site. A copy of the Environment Agency objection letter (Reference: NO/2020/112396/01-L01) is included as Attachment 1. This letter relates specifically to addressing Comments 1, 2 and 3 of the Environment Agency response. Please find below our response to the Environment Agency comments. ‘The proposed development would restrict essential maintenance and emergency access to Pendleton Brook, Main River. The permanent retention of a continuous unobstructed area is an essential requirement for future maintenance and/or improvement work’ To overcome our objection, the applicant should; 1) Submit cross sections extending from the water’s edge, including the top of the riverbank to the development areas closest to the watercourse, specifically plots 8 and 13 (Sabden), plot 7 (Eagley) and between the top of the riverbank and the attenuation pond. Drawing HR-BTP-00-S-DR-A-3537_160A (Attachment 2) includes cross sections at Plots 8, 7, 13 and the attenuation basin location as requested. The cross sections demonstrate that the built development will be a minimum of 13.2m (Plot 8) from the surveyed Pendleton Brook right bank top (A). 2) Demonstrate that there will be a permanent retention of a continuous unobstructed area of 8m measured from the top of bank of Pendleton Brook. No development such as new dwellings, private gardens, attenuation ponds and fences should be located within this area. The surveyed location of the Pendleton Brook right bank top aligns with the Pendleton Brook channel as shown in aerial imagery for the years of 2015 and 2018 (Google Earth pro) (Attachment 3). Aerial imagery demonstrates that the area to the north of the bank top location comprises largely of mature trees and established vegetation and would be considered floodplain rather than Pendleton Brook channel. Further comparison has been undertaken between the surveyed bank top location, locations of Plots 7, 8, 13 and attenuation basin and an 8m easement (Attachment 4). Attachment 4 clearly demonstrates that the proposed locations of Plots 7, 8, 13 and attenuation basin are outside the statutory 8m for a main river. Enzygo Limited Registered in England No. 06525159 Stag House, The Chipping, Wotton under Edge, GL12 7AD The proposed development layout has been provided in Drawing HR-BTP-00-SP-DR-A-3537_105E (Attachment 5), which clearly shows the 8m easement would comprise undeveloped land with existing mature trees, that lies outside the proposed area of built development and landscaping. The area between the location of built development and bank top has an average gradient of 1:3.4, which represents a moderate to steep slope and would be unsuitable for further built development. Between the 8m easement (Attachment 4, yellow line) and the footprints of Plots 7, 8, 13, there is a further +5.0m, which would allow continuous uninterrupted vehicle access. There are however points of access upstream, downstream and between the plots which would allow access points to the highways, where more room is required for maintenance activities. 3) If available, please submit stability calculations for the proposed attenuation pond. Section 04, as included within Attachment 2, demonstrates that the proposed attenuation basin is located 14.3m from the right-hand bank top of the Pendleton Brook. The below response was provided by the applicant’s engineers. No stability calculations are available for the proposed attenuation basin, however, the creation of the basin will be by means of excavation rather than bunding. The excavation will remove a substantial volume of earth that will be distributed within the Site, away from the Pendleton Brook. The basin void will be empty for the majority of the time and will therefore reduce loading in area A to B (14.3m), as shown in Section 04 (Attachment 2). Even during the short periods in which the basin will be full with the attenuated water volume, the loading to area A to B will be less than the existing site with the material in place. In order to ensure that structural integrity of area A to B of section 04 (Attachment 2) is not compromised through percolation of the attenuated water volume towards the Pendleton Brook, the basin can be sealed to isolate the attenuated water volume. We trust that the details presented herein are self-explanatory and clear, and the Environment Agency comments have been addressed. If, for any reason you should have any queries or comments, please do not hesitate to contact me on 0114 321 5151. Yours sincerely Richard Hughes BSc (Hons), MSc, MCIWEM Senior Hydrologist Enzygo Ltd Enclosed: Attachment 1: Environment Agency Objection (NO/2020/112396/01-L01) Attachment 2: Cross Section Drawing (HR-BTP-00-S-DR-A-3537_160A) Attachment 3: Aerial Photography Comparison Attachment 4: Easement and Built Development Location Comparison Attachment 5: Proposed Development Layout Drawing (HR-BTP-00-SP-DR-A-3537_105E) Enzygo Limited Registered in England No. 06525159 Stag House, The Chipping, Wotton under Edge, GL12 7AD Attachment 1 - Environment Agency Objection Letter Enzygo Limited Registered in England No. 06525159 Stag House, The Chipping, Wotton under Edge, GL12 7AD Ribble Valley Borough Council Our ref: NO/2020/112396/01-L01 Development Control Your ref: 3/2020/0010 Council Offices Church Walk Clitheroe Date: 04 February 2020 Lancashire BB7 2RA Dear Sir/Madam APPLICATION FOR OUTLINE PLANNING PERMISSION FOR UP TO 25 NEW DWELLINGS AND ASSOCIATED INFRASTRUCTURE ON LAND BEHIND 115 KEMPLE VIEW, CLITHEROE INCLUDING ACCESS VIA HENTHORN ROAD. LAND OFF HENTHORN ROAD, CLITHEROE, BB7 2QF. Environment Agency position We object to this application as it involves buildings, an attenuation pond and other works within an unstated distance of the bank top, of a main river. As submitted, it is unlikely that we would grant a flood risk activity permit for this application. Reason(s): The proposed development would restrict essential maintenance and emergency access to Pendleton Brook, Main River. The permanent retention of a continuous unobstructed area is an essential requirement for future maintenance and/or improvement works. Overcoming our objection To overcome our objection, the applicant should; Submit cross sections extending from the water’s edge, including the top of the river bank to the development areas closest to the watercourse, specifically plots 8 and 13 (Sabden), plot 7 (Eagley) and between the top of the river bank and the attenuation pond. Demonstrate that there will be a permanent retention of a continuous unobstructed area of 8m measured from the top of bank of Pendleton Brook. No development such as new dwellings, private gardens, attenuation ponds and fences should be located within this area. If available, please submit stability calculations for the proposed attenuation pond. If this cannot be achieved, we are likely to maintain our objection. Please re-consult us on any revised information submitted and we’ll respond within 21 days of receiving it. Environment Agency Lutra House Walton Summit, Bamber Bridge, Preston, PR5 8BX. Customer services line: 03708 506 506 www.gov.uk/environment-agency 12 Environmental permit - advice to applicant The Environmental Permitting (England and Wales) Regulations 2016 require a permit or exemption to be obtained for any activities which will take place: · on or within 8 metres of a main river · involving quarrying or excavation within 16 metres of any main river, flood defence (including a remote defence) or culvert · in a floodplain more than 8 metres from the river bank, culvert or flood defence structure (16 metres if it’s a tidal main river) and you don’t already have planning permission For further guidance please visit https://www.gov.uk/guidance/flood-risk-activities- environmental-permits or contact our National Customer Contact Centre on 03708 506 506 (Monday to Friday, 8am to 6pm) or by emailing enquiries@environment- agency.gov.uk. The surface water outfall may not require a permit, if it falls within the remit of an exemption, please visit https://www.gov.uk/guidance/flood-risk-activities- environmental-permits#exemptions for further information. The applicant should not assume that a permit will automatically be forthcoming once planning permission has been granted, and we advise them to consult with us at the earliest opportunity. Yours faithfully Carole Woosey Planning Advisor E-mail: [email protected] 22 2 Attachment 2 - Cross Section Drawing (HR-BTP-00-S-DR-A-3537_160A) Enzygo Limited Registered in England No. 06525159 Stag House, The Chipping, Wotton under Edge, GL12 7AD DO NOT SCALE FROM THIS DRAWING ALL DIMENSIONS MUST BE CHECKED ON SITE BY CONTRACTOR PRIOR TO CONSTRUCTION 60.48 NOTE: Section is shown indicatively and is Plot 8 STN3 subject to confirmation of relevant surveys and Sabden 60.00 59.93 reports such as topographical, ecology, trees, 59.75 ground investigation and flood risk.
Load more

Recommended publications
  • Site 9 Primrose Mill, Clitheroe
    Inter Hydro Technology Forest of Bowland AONB Hydro Feasibility Study Site 9: Primrose Mill, Clitheroe Site Assessment Report Title Figure 1 Map showing general layout Primrose Mill is a former water powered cotton spinning mill built in 1787. It later became a print works, paper works and lifting equipment manufacturer. The mill site has been extensively redeveloped and now provides a private residence, and a mix of technology and industrial business occupancy. The millpond lies to the North East on Mearley Brook and is not in the ownership of site however, the owners of the site have water abstraction rights. The weir and intake appear in good condition and the scope to produce energy at this site is good. The option shown above involves the construction of a new inlet and screen at the top of the weir and laying of a buried pipeline passing down the driveway to Primrose Lodge. The pipeline would need to pass under the currently unoccupied part of the mill building. A new powerhouse and new turbine would be constructed adjacent to the Pendleton Brook. A second option worthy of consideration would be to construct a turbine and power house on the weir. However, this may result in increasing flood risk upstream and a flood risk assessment would be required early in the feasibility stage to evaluate the risk. Authors Name Authors Title Date Forest of Bo wland AONB 1 2011 Inter Hydro Technology Forest of Bowland AONB Hydro Feasibility Study Figure 2 Intake weir from downstream Figure 3 Existing intake channel above weir Catchment Analysis Figure 4 Catchment boundary defined by Flood Estimation Handbook Software 2 Forest of Bowland AONB 2011 Inter Hydro Technology Forest of Bowland AONB Hydro Feasibility Study The Flood Estimation Handbook software is used to determine the following catchment descriptors for the proposed intake location, selected during the site visit.
    [Show full text]
  • What Is a Boggart Hole?1 Simon Young ISI, Florence (Italy)
    What is a Boggart Hole?1 Simon Young ISI, Florence (Italy) INTRODUCTION The boggart—a word of uncertain origins (OED, ‘Boggard, -art’; Nodal and Milner 1875, 126; Wright 1898–1905, I, 326)—was once a much feared bogey in the midlands and the north of England. By the nineteenth century it had come to be associated, above all, with what might be called a ‘greater Lancashire’: the County Palatine, the south Pennines and the northern fringes of Cheshire and Derbyshire. Relative to the amount of writing that survives, most of it from the 1800s and much in Lancashire dialect, the boggart is perhaps Britain’s most understudied supernatural creature. This is true of the nineteenth century (Thornber 1837, 38, 99–104 and 329–34; Harland and Wilkinson 1867, 49–62; 1873, 10–12 and 141– 42; Hardwick 1872, 124–42; Bowker 1883, 27–36, 52–58, 63–72, 77–82, 131–39, 152–58, 174–88, 212–20 and 238–42; McKay 1888), and of recent years (Billingsley 2007, 69–74; Turner-Bishop 2010; Roberts 2013, 95–105; Young 2014b). Boggart place-names have particularly been neglected. In fact, there is, to the best of the present writer’s knowledge, no study of boggart toponyms, despite the existence of tens of boggart place-names, many still in use today.2 1 I would like to thank John Billingsley, David Boardman, Ffion Dash, Anna Garrett, Richard Green, Denise Jagger, Stephen Lees, Wendy Lord, Eileen Ormand and the anonymous reviewer for help with the writing and with the improvement of this article.
    [Show full text]
  • Environment Agency North West Region Central Area
    Central area redd project [Ribble, Hodder and Lune catchments] Item Type monograph Authors Lewis, J. Publisher Environment Agency North West Download date 02/10/2021 20:24:19 Link to Item http://hdl.handle.net/1834/25128 ENVIRONMENT AGENCY NORTH WEST REGION CENTRAL AREA REDD PROJECT J LEWIS FEBRUARY 2000 G:\FER\Fisheries\Redd Counts\GIS Data Central Area Fisheries Science and Management Team Redd Distribution Project SUMMARY Redd counting is an integral part of most Fishery Officers duties. The number and distribution of salmonid redds throughout salmonid catchments provides invaluable information on the range and extent of spawning by both salmon and sea trout. A project was initiated by the Fisheries Science and Management Team of Central Area, NW Region in liason with the Flood Defence function. The main objective of this project was to assess redd count data for Central Area and attempt to quantify these data in order to produce a grading system that would highlight key salmonid spawning areas. By showing which were the main areas for salmon and sea trout spawning, better informed decisions could be made on whether or not in-stream Flood Defence works should be given the go-ahead. The main salmonid catchments in Central Area were broken into individual reaches, approximately 1 km in length. The number of redds in these individual reaches were then calculated and a density per lkm value was obtained for each reach. A grading system was devised which involved looking at the range of density per km values and dividing this by five to produce 5 classes, A - E.
    [Show full text]
  • The Paper Was Read : the ROMAN ROADS of LANCASHIRE. PART II
    3 The Paper was read : THE ROMAN ROADS OF LANCASHIRE. PART II. ON THE SEVENTH ITEB OF RICHARD OF CIRENCESTER. By John Just, Esq. Lancashire is intersected in the direction of west and east by a Roman Military Road, just as it is north and south by that which was traced out for this Society in a former Paper.* This cross-road has but one authority extant for its course and destination. Richard of Cirencester gives us this in the 7th Iter of his Itinerary. He there states that a Roman Road reached from the " Portus Sistuntiorum" to York from the sea to the midland. The first object, then, in detecting this line of road is by ascer­ taining the site of the "Portus Sistuntiorum." Fortunately the situation of this harbour is mentioned by the geographer Ptolemy, who places it near to the great inlet of the bay of Morecambe. As two estuaries are not far distant from the entrance of this bay we have still a difficulty to contend with. But as a portion of a Roman Military Road has been known from time immemorial by the name of Watling Street, across Fulwood Moor, a little to the north of Preston, and as this lies in the direction of Richard's line, we must endeavour to trace it out in both directions, to ascertain the site of the " Portus Sistuntiorum," and thereby establish it as the identical line of road described by his document. By following up its remains west­ ward we are led close to Poulton-in-the-Fylde, and thereby find that on the estuary of the Wyre was situated the harbour of the Sistuntii.
    [Show full text]
  • War and the Cotton Famine, 1861-65
    THE DIARY OF JAMES GARNETT OF LOW MOOR, CLITHEROE, 1858-65: PART 2 THE AMERICAN CIVIL WAR AND THE COTTON FAMINE, 1861-65 BY OWEN ASHMORE, M.A. 1 AMES GARNETTS DIARY for the period of the cotton Jfamine contains a similar range of information to that for the earlier years: comments on the weather, local events, family and personal interests and activities, national and international affairs, developments at the mill, the state of trade in the cotton industry, other business interests of the Garnett family. There is, however, a particular emphasis on the effects of the war in America and the Diary regularly records the news from there, the state of raw cotton supply, with details of stocks imported from different parts of the world, the state of the markets for yarn and cloth. It is possible to learn from it a great deal about how one Lancashire firm managed during this difficult period. As in the earlier years there is the added interest of being able to compare what Garnett wrote, at least for part of the time, v/ith the comments of John O'Neil (John Ward), the Low Moor weaver, portions of whose Diary have also survived.2 Un­ fortunately the latter gave up making entries on 8 June 1862 and did not resume until 10 April 1864, so that there is a gap when the effects of the cotton famine were about at their worst. A reminder of the Garnett family situation may be helpful. At the beginning of 1861 the firm was in the hands of Thomas Garnett, aged 62, and his two sons: William, born in 1825, and James, the diarist, born in 1828.
    [Show full text]
  • Multi Agency Flood Plan for Lancashire and the Ribble Valley ‘District Emergency Plan’
    Ribble Valley Flood1. Plan Date 1st May 2018 Current Version Version 1.5.18 – PUBLIC Review Date May 2020 Document Control First amendment Due May 2019 Plan Prepared by Chris Shuttleworth, Ribble Valley BC EMERGENCY CALL CENTRE 24-hour telephone 01200 444448 Version 1.5.18 Uncontrolled if printed (1 of 69) Ribble Valley Flood Plan INFORMATION Ctrl + Click on link to page numbers CONTENTS FOREWORD ................................................................................................................................................ 3 AIM OF THE PLAN .............................................................................................................................. 3 OBJECTIVES OF THE PLAN .............................................................................................................. 3 OWNERSHIP ....................................................................................................................................... 4 CIRCULATION ..................................................................................................................................... 4 VERSION CONTROL, AND RECORD OF REVISIONS ..................................................................... 4 EXERCISES AND TESTING ............................................................................................................... 5 TRIGGERS FOR PLAN ACTIVATION (SCOPE) ................................................................................ 5 INCIDENT CONTROL ROOMS ..........................................................................................................
    [Show full text]
  • Pendleton Grange
    tory OMES Pendleton Grange c l i t h e r o e Pendleton Grange Welcome At Pendleton Grange, we are creating a desirable collection of stylish homes that boast a high specification and are superbly finished. It is our uncompromising attention to detail that enables us to deliver homes of exceptional quality; homes that are quite simply, beautiful. Beautifully finished homes Story Homes For nearly 30 years Story Homes has been the name most often associated with aspirational houses. Our passion for quality and excellence has seen us become a multi award winning UK property developer. We are delighted to bring this new development to the Ribble Valley; a beautiful area that was recently placed second only to Farmanagh in the list of happiest places to live in the UK. (2015 survey released by the Office of National Statistics.) We are a forward thinking company and continually look for ways that will make your home more efficient and easier to run. We design our layouts and specifications to meet our customers ever-changing needs and to deliver homes that will suit their lifestyle; and we design homes to fit naturally into their new surroundings. Pendleton Grange At Pendleton Grange you’ll discover a highly desirable collection of executive homes. Although we’re already well known for our high specification and spacious interiors, these lovely new houses take aspirational living to the next level, offering even more in terms of specification with upgraded kitchens/ worktops and Porcelanosa tiles. The homes we build are designed and engineered with today’s modern lifestyle in mind, combining an enviable specification with quality fixtures and fittings.
    [Show full text]
  • Trustees of the Standen Estate Land South of Clitheroe
    Trustees of the Standen Estate Land South of Clitheroe Sustainability Statement October 2012 AMEC Environment & Infrastructure UK Limited Copyright and Non-Disclosure Notice The contents and layout of this report are subject to copyright owned by AMEC (©AMEC Environment & Infrastructure UK Limited 2012) 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.
    [Show full text]
  • Roman Roads in Britain
    ROMAN ROADS IN BRITAIN c < t < r c ROMAN ROADS IN BRITAIN BY THE LATE THOMAS CODRINGTON M, INST.C. E., F. G S. fFITH LARGE CHART OF THE ROMAN ROADS AND SMALL MAPS IN THE TEXT REPRINT OF THIRD EDITION LONDON SOCIETY FOR PROMOTING CHRISTIAN KNOWLEDGE NEW YORK: THE MACMILLAN COMPANY 1919 . • r r 11 'X/^i-r * ' Ci First Edition^ 1903 Second Edition, Revised, 1905 Tliird Edition, Revised, 1918 (.Reprint), 19 „ ,, 19 PREFACE The following attempt to describe the Roman roads of Britain originated in observations made in all parts of the country as opportunities presented themselves to me from time to time. On turning to other sources of information, the curious fact appeared that for a century past the litera- ture of the subject has been widely influenced by the spurious Itinerary attributed to Richard of Cirencester. Though that was long ago shown to be a forgery, statements derived from it, and suppositions founded upon them, are continually repeated, casting suspicion sometimes unde- served on accounts which prove to be otherwise accurate. A wide publicity, and some semblance of authority, have been given to imaginary roads and stations by the new Ordnance maps. Those who early in the last century, under the influence of the new Itinerary, traced the Roman roads, unfortunately left but scanty accounts of the remains which came under their notice, many of which have since been destroyed or covered up in the making of modern roads; and with the evidence now available few Roman roads can be traced continuously. The gaps can often be filled with reasonable certainty, but more often the precise course is doubtful, and the entire course of some roads connecting known stations of the Itinerary of Antonine can only be guessed at.
    [Show full text]
  • Datasheet Report
    Envirocheck ® Report: Datasheet Order Details: Order Number: 39756100_1_1 Customer Reference: 321124 National Grid Reference: 373180, 440740 Slice: A Site Area (Ha): 5.12 Search Buffer (m): 1000 Site Details: Site at 373200, 440800 Henthorn Road Clitheroe Lancashire Client Details: P Taunton RSK Environment Ltd Rowan Cottage Woolaston Common Lydney Gloucestershire GL15 6NY Order Number: 39756100_1_1 Date: 19-Jun-2012 rpr_ec_datasheet v47.0 A Landmark Information Group Service Contents Report Section Page Number Summary - Agency & Hydrological 1 Waste 20 Hazardous Substances - Geological 25 Industrial Land Use 33 Sensitive Land Use - Data Currency 37 Data Suppliers 41 Useful Contacts 42 Introduction The Environment Act 1995 has made site sensitivity a key issue, as the legislation pays as much attention to the pathways by which contamination could spread, and to the vulnerable targets of contamination, as it does the potential sources of contamination. For this reason, Landmark's Site Sensitivity maps and Datasheet(s) place great emphasis on statutory data provided by the Environment Agency and the Scottish Environment Protection Agency; it also incorporates data from Natural England (and the Scottish and Welsh equivalents) and Local Authorities; and highlights hydrogeological features required by environmental and geotechnical consultants. It does not include any information concerning past uses of land. The datasheet is produced by querying the Landmark database to a distance defined by the client from a site boundary provided by the client. In the attached datasheet the National Grid References (NGRs) are rounded to the nearest 10m in accordance with Landmark's agreements with a number of Data Suppliers. Copyright Notice © Landmark Information Group Limited 2012.
    [Show full text]
  • 3. Landfill and Other Waste Sites Map
    3. Landfill and Other Waste Sites Map NW N NE W E SW S SE © Crown copyright and database rights 2018. Ordnance Survey license 100035207. Report Reference: EMS-481313_645770 Client Reference: EMS_481313_645770 24 3. Landfill and Other Waste Sites 3.1 Landfill Sites 3.1.1 Records from Environment Agency/Natural Resources Wales landfill data within 1000m of the study site: 1 The following Environment Agency/Natural Resources Wales landfill records are represented as polygons on the Landfill and Other Waste Sites map: Distance ID Direction NGR Details (m) Address: Land/premises At, Henthorn Road, Clitheroe, Blackburn, Lancashire, Operator: Suez Recycling And Recovery BB7 2QF Lancashire Ltd 372600 Landfill Reference: 54102.0 2 354 S Status: Modified 440300 Environmental Permitting Regulations IPPC Reference: (Waste) Reference: SIT007 EPR Reference: Landfill Type: A04: Household, Commercial & Industrial Waste Landfill 3.1.2 Records of Environment Agency/Natural Resources Wales historic landfill sites within 1500m of the study site: 3 The following landfill records are represented as either points or polygons on the Landfill and Other Waste Sites map: Distance ID Direction NGR Details (m) Licence Issue: Site Address: Henthorn Tip, Hewthorn, Licence Surrendered: Clitheroe, Lancashire Licence Holder Address: - Waste Licence: - 372700 Operator: Clitheroe Metropolitan 8 354 S Site Reference: - 440100 Borough Waste Type: Commercial, Liquid sludge Licence Holder: - Environmental Permitting Regulations First Recorded: 31-Dec-1920 (Waste) Reference:
    [Show full text]
  • FISHERIES MONITORING of the RIBBLE CATCHMENT 2019 the Ribble Rivers Trust
    ABSTRACT 2019 marks the 12th year of The Ribble Trusts inter- annual fisheries monitoring programme. Results and observations from this work helps inform the trust on the productivity of sub-catchment fisheries and where to direct conservation efforts. Adam Wheeler Fisheries Monitoring Officer FISHERIES MONITORING OF THE RIBBLE CATCHMENT 2019 The Ribble Rivers Trust Fisheries Monitoring of the Ribble Catchment Ribble Rivers Trust C/O Hanson Cement Ribblesdale Works Clitheroe BB7 4QF Phone: 01200 444452 E-mail: [email protected] Report title: Fisheries Monitoring of The Ribble Catchment 2019 Report reference: RRT_ Electric_Fishing _2019_Report Report version: 1.0 Date: 01/11/2019 Prepared for: Ribble Rivers Trust Authored by: Adam Wheeler - Fisheries Monitoring Officer Checked by: Mike Forty - Catchment Science Coordinator Copyright Ribble Rivers Trust, 2019. This report has been prepared using due skill, care and diligence for the exclusive use of the commissioning party by Ribble Rivers Trust. No liability is accepted by Ribble Rivers Trust for the use and or application of the contents of the report. Fisheries Monitoring of the Ribble Catchment Table of Contents Acknowledgments ....................................................................................................................................................... i Executive Summary ....................................................................................................................................................1 Introduction ............................................................................................................................................................1
    [Show full text]