Hampshire County Council Flood Investigation Report

Total Page:16

File Type:pdf, Size:1020Kb

Hampshire County Council Flood Investigation Report Hampshire County Council Flood Investigation Report St Mary Bourne Flood Investigation Flood Investigation Report Document Information Document Information Document Reference 2012-12-14/HCC/1101 Document Revision - Report Status DRAFT Author S Reghif Checked Tim Lawton – Head of Highways (West) Approved Hampshire County Council Economy, Transport and Environment Department The Castle Winchester Hampshire SO23 8UD Tel: 0845 603 5638 Fax: 01962 847055 www.hants.gov.uk No part of this document may be copied or reproduced by any means without prior written permission from HCC. Any advice, opinions or recommendations within this document; a) should be read and relied upon only in the context of this document as a whole, b) do not in any way purport to include any manner of legal advice or opinion, c) are based on the information made available to HCC at the date of this document and on current UK standards, codes, technology and construction practises as at the date of this document. No liability is accepted for any use of this document other than for the purpose for which it was originally prepared and provided. Hampshire County Council cannot accept responsibility for any use or reliance on the contents from this report by any third party. Maps are reproduced from Ordnance Survey material with the permission of Ordnance Survey on behalf of the Controller of Her Majesty’s Stationery Office © Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. HCC 100019180 [2011]. 1 Introduction Requirement for Investigations Hampshire County Council (HCC), within its role as Lead Local Flood Authority, has a responsibility to record and report flood incidents, as detailed in Section 19 of Part 3 of the Flood and Water Management Act 2010. PART 1 FLOOD AND COASTAL EROSION RISK MANAGEMENT 3. Supplemental powers and duties Section 19: Local authorities: investigations On becoming aware of a flood in its area, a lead local flood authority must, to the extent that it considers it necessary or appropriate, investigate – a) which risk management authorities have relevant flood risk management functions, and b) whether each of those risk management authorities has exercised, or is proposing to exercise, those functions in response to flood. Where an authority carries out an investigation under subsection 1) it must – a) publish the results of its investigations; and b) notify any relevant risk management authorities. This investigation was undertaken to look at the foul water issues in St Mary Bourne, thought to be caused by groundwater infiltration, because the impacts to people and their health were deemed significant, to trigger an investigation in line with the County Council’s guidelines. This report aims to provide details of the incident that occurred, information on the flood history at this location as well as identifying whether each Risk Management Authority has suitably exercised its relevant functions, powers and responsibilities in their response to this incident. It also includes an overview of any works undertaken or proposed in order to mitigate against future flood risk, and makes recommendations for further works or investigations. 2 Site Location and Description The village of St Mary Bourne is located to the North East of Andover within the borough of Basingstoke and Deane as shown in Figure 1. The village is the largest within the Parish of St Mary Bourne which also includes the villages of Stoke and Binley. Figure 1 – Location Plan St Mary Bourne is a rural and historic area with over 70 listed buildings and the largest concentration of thatched buildings in Basingstoke & Deane borough. This area also contains a large area of agricultural land and water meadows including the Vitacress site to the south of the village. The village is located over a chalk aquifer and as such can suffer from groundwater flooding when the water table rises under certain rainfall conditions, normally during the winter and spring months. As can be seen in Figure 2, St Mary Bourne is located to the southern edge of the Bourne Rivulet River Catchment (as defined by the Environment Agency) and is the conduit for the majority of water from the catchment as a whole before it reaches the River Test. The Bourne Rivulet, also known as the River Swift, is a seasonal groundwater river and is classed as a ‘main river’ meaning that it falls under the Environment Agency’s remit in terms of flood risk management and responsibility. Figure 2 – Bourne Rivulet Catchment Area 3 Incident triggering investigation In December 2012, Hampshire County Council was contacted by several residents who were unable to use washing or toilet facilities in their properties due to the foul sewer being backed up and the risk of internal foul flooding. In the opinion of these residents, this problem was not being given sufficient importance by the water company responsible for managing flooding from sewers (Southern Water). This perception was compounded by an alleged lack of communication with local residents by the water company. Although this was considered to be primarily an issue for Southern Water to deal with Hampshire County Council decided to investigate this issue in view of the combination of different contributory flood factors and the number of different flood risk management bodies involved. The aim of this investigation was to identify what has, is and could be done to assist the residents and alleviate the risk of foul flooding. A Hampshire County Council representative visited the site on 14 December 2012 and spoke to a number of residents about the issues as well as the Southern Water representatives who were on site dealing with the problems in the village at this time. St Mary Bourne village was not suffering from surface water flooding at this point. There was very little ponding on the highway and no evidence of significant flooding although the surrounding fields were noticeably waterlogged. The Bourne Rivulet was in full flow and although the actual depth was not recorded, there did not appear to be an imminent risk of it overtopping. However, the level of the water appeared to be at a very similar level to the highway which illustrates the height of the water table and corroborated the assumption that the issues were related to groundwater. Southern Water staff were active in the village at the time of this site visit and had identified that three properties were affected. One resident, reported that the Southern Water sewer had backfilled all of the lateral pipes, forcing them to hire a chemical toilet as no other facilities were functioning. This issue had occurred earlier in the year, for three weeks in August 2012 as well as the current incident which started on 2 December 2012 and was on-going for a considerable period. The resident had been in the property for seven years and, while aware of the potential flood risk, had never known the issues to start so early in the year. Southern Water had arranged for tankers to remove water from the sewer at this point as well as initiating overpumping directly into the Bourne at two locations as shown on Figure 3. It was reported that a neighbouring property was suffering the same issues, and the effects were exacerbated by the presence of young children at this property. The third property in the line was not directly affected at that time and the occupants were able to use their bathroom facilities. However, this property is the furthest upstream of the line of three linked properties. The sewerage network links the three properties, each to the next before entering the main sewer. Therefore the problems being experienced at the most downstream of the three properties, were compounded by both of the upstream properties. It is worth noting that under new legislation, Southern Water is now responsible for sewerage pipes that serve more than one property. Southern Water’s operational staff were on site co-ordinating the tankers and were undertaking water quality tests on the foul water to determine the level of pollutants in the system. These tests and visual inspections showed the water to be very clear and with extremely low levels of pollutants which emphasised that this was primarily a groundwater infiltration issue. This low level of pollutant meant that Southern Water were allowed to ‘overpump’ into the Bourne Rivulet without causing a detrimental affect on the watercourse and its quality. The over-pumping also included filtering out any remaining pollutants before the extracted water was released into the Bourne. The filtered out pollutant was disposed of at an approved facility to ensure the contaminates did not enter the Bourne. The water quality testing will continue for the duration of the overpumping as required by the Environment Agency. Figure 3 – Overpumping Locations 4 History of Flooding There is a long history of flooding related problems in this area but it is widely accepted that the root cause is high groundwater levels and the infiltration of this groundwater into the foul water sewer. Although above ground flooding has occurred, the issue causing the most concern is the inability of the foul water sewer to function effectively in periods of high groundwater. A number of reports, surveys and investigations have been carried out and it is accepted that there is a substantial amount of groundwater entering the sewers which is preventing some properties from being able to discharge any of their foul water into the system as well as the risk of the sewer backing up into properties. Much of the information below has been obtained from the 2005 Halcrow Report into the groundwater flooding that occurred in 2000/01, St Mary Bourne Parish Council and a local resident.
Recommended publications
  • Rainfall Thresholds for Flow Generation in Desert Ephemeral
    Water Resources Research RESEARCH ARTICLE Rainfall Thresholds for Flow Generation 10.1029/2018WR023714 in Desert Ephemeral Streams 1 1 2 1 Key Points: Stephanie K. Kampf G!), Joshua Faulconer , Jeremy R. Shaw G!), Michael Lefsky , Rainfall thresholds predict 3 2 streamflow responses with high Joseph W. Wagenbrenner G!), and David J. Cooper G!) accuracy in small hyperarid and 1 2 semiarid watersheds Department of Ecosystem Science and Sustainability, Colorado State University, Fort Collins, Colorado, USA, Department 3 Using insufficient rain data usually of Forest and Rangeland Stewardship, Colorado State University, FortCollins, Colorado, USA, USDA Forest Service, Pacific increases threshold values for larger Southwest Research Station, Arcata, California,USA watersheds, leading to apparent scale dependence in thresholds Declines in flow frequency and Rainfall thresholds for streamflow generation are commonly mentioned in the literature, but increases in thresholds with drainage Abstract area are steeper in hyperarid than in studies rarely include methods for quantifying and comparing thresholds. This paper quantifies thresholds semiarid watersheds in ephemeral streams and evaluates how they are affected by rainfall and watershed properties. The study sites are in southern Arizona, USA; one is hyperarid and the other is semiarid. At both sites rainfall and 3 2 2 Supporting Information: streamflow were monitored in watersheds ranging from 10- to 10 km . Streams flowed an average of 0-5 • Supporting Information 51 times per year in hyperarid watersheds and 3-11 times per year in semiarid watersheds. Although hyperarid sites had fewer flow events, their flow frequency (fraction of rain events causing flow) was higher than in Correspondence to: 2 semiarid sites for small ( < 1 km ) watersheds.
    [Show full text]
  • Coastal Erosion in Cape Cod, Massachusetts: Finding Sustainable Solutions Michael D
    University of Massachusetts Amherst ScholarWorks@UMass Amherst Student Showcase Sustainable UMass 2015 Coastal Erosion in Cape Cod, Massachusetts: Finding Sustainable Solutions Michael D. Roberts University of Massachusetts - Amherst, [email protected] Lauren Bullard University of Massachusetts - Amherst Shaunna Aflague University of Massachusetts - Amherst Kelsi Sleet University of Massachusetts - Amherst Follow this and additional works at: https://scholarworks.umass.edu/ sustainableumass_studentshowcase Part of the Environmental Policy Commons, and the Environmental Studies Commons Roberts, Michael D.; Bullard, Lauren; Aflague, Shaunna; and Sleet, Kelsi, "Coastal Erosion in Cape Cod, Massachusetts: indF ing Sustainable Solutions" (2015). Student Showcase. 6. Retrieved from https://scholarworks.umass.edu/sustainableumass_studentshowcase/6 This Article is brought to you for free and open access by the Sustainable UMass at ScholarWorks@UMass Amherst. It has been accepted for inclusion in Student Showcase by an authorized administrator of ScholarWorks@UMass Amherst. For more information, please contact [email protected]. Coastal Erosion in Cape Cod 1 Coastal Erosion in Cape Cod, Massachusetts: Finding Sustainable Solutions Michael Roberts, Lauren Bullard, Shaunna Aflague, and Kelsi Sleet NRC 576 Water Resources Management and Policy Fall 2014 Coastal Erosion in Cape Cod 2 ABSTRACT The Massachusetts Office of Coastal Zone Management (CZM) and the Cape Cod Planning Commission have identified coastal erosion, flooding, and shoreline change as the number one risk affecting the heavily populated 1,068 square kilometers that constitute Cape Cod (CZM, 2013 and Cape Cod Commission 2010). This paper investigates natural and anthropogenic causes for coastal erosion and their relationship with established social and economic systems. Sea level rise, climate change, and other anthropogenic changes increase the rate of coastal erosion.
    [Show full text]
  • Sites of Importance for Nature Conservation Sincs Hampshire.Pdf
    Sites of Importance for Nature Conservation (SINCs) within Hampshire © Hampshire Biodiversity Information Centre No part of this documentHBIC may be reproduced, stored in a retrieval system or transmitted in any form or by any means electronic, mechanical, photocopying, recoding or otherwise without the prior permission of the Hampshire Biodiversity Information Centre Central Grid SINC Ref District SINC Name Ref. SINC Criteria Area (ha) BD0001 Basingstoke & Deane Straits Copse, St. Mary Bourne SU38905040 1A 2.14 BD0002 Basingstoke & Deane Lee's Wood SU39005080 1A 1.99 BD0003 Basingstoke & Deane Great Wallop Hill Copse SU39005200 1A/1B 21.07 BD0004 Basingstoke & Deane Hackwood Copse SU39504950 1A 11.74 BD0005 Basingstoke & Deane Stokehill Farm Down SU39605130 2A 4.02 BD0006 Basingstoke & Deane Juniper Rough SU39605289 2D 1.16 BD0007 Basingstoke & Deane Leafy Grove Copse SU39685080 1A 1.83 BD0008 Basingstoke & Deane Trinley Wood SU39804900 1A 6.58 BD0009 Basingstoke & Deane East Woodhay Down SU39806040 2A 29.57 BD0010 Basingstoke & Deane Ten Acre Brow (East) SU39965580 1A 0.55 BD0011 Basingstoke & Deane Berries Copse SU40106240 1A 2.93 BD0012 Basingstoke & Deane Sidley Wood North SU40305590 1A 3.63 BD0013 Basingstoke & Deane The Oaks Grassland SU40405920 2A 1.12 BD0014 Basingstoke & Deane Sidley Wood South SU40505520 1B 1.87 BD0015 Basingstoke & Deane West Of Codley Copse SU40505680 2D/6A 0.68 BD0016 Basingstoke & Deane Hitchen Copse SU40505850 1A 13.91 BD0017 Basingstoke & Deane Pilot Hill: Field To The South-East SU40505900 2A/6A 4.62
    [Show full text]
  • River Restoration and Chalk Streams
    River Restoration and Chalk Streams Monday 22nd – Tuesday 23rd January 2001 University of Hertfordshire, College Lane, Hatfield AL10 9AB Organised by the River Restoration Centre in partnership with University of Hertfordshire Environment Agency, Thames Region Report compiled by: Vyv Wood-Gee Countryside Management Consultant Scabgill, Braehead, Lanark ML11 8HA Tel: 01555 870530 Fax: 01555 870050 E-mail: [email protected] Mobile: 07711 307980 ____________________________________________________________________________ River Restoration and Chalk Streams Page 1 Seminar Proceedings CONTENTS Page no. Introduction 3 Discussion Session 1: Flow Restoration 4 Discussion Session 2: Habitat Restoration 7 Discussion Session 3: Scheme Selection 9 Discussion Session 4: Post Project Appraisal 15 Discussion Session 5: Project Practicalities 17 Discussion Session 6: BAPs, Research and Development 21 Discussion Session 7: Resource Management 23 Discussion Session 8: Chalk streams and wetlands 25 Discussion Session 9: Conclusions and information dissemination 27 Site visit notes 29 Appendix I: Delegate list 35 Appendix II: Feedback 36 Appendix III: RRC Project Information Pro-forma 38 Appendix IV: Project summaries and contact details – listed 41 alphabetically by project name. ____________________________________________________________________________ River Restoration and Chalk Streams Page 2 Seminar Proceedings INTRODUCTION Workshop Objectives · To facilitate and encourage interchange of information, views and experiences between people working with projects and programmes with strong links to chalk streams and activities or research that affect this environment. · To improve the knowledge base on the practicalities and associated benefits of chalk stream restoration work in order to make future investments more cost effective. Participants The workshop was specifically targeted at individuals and organisations whose activities, research or interests include a specific practical focus on chalk streams.
    [Show full text]
  • Report on the Millennium Chalk Streams Fly Trends Study
    EA-South West/0fe2 s REPORT ON THE MILLENNIUM CHALK STREAMS FLY TRENDS STUDY A survey carried out in 2000 among 365 chalk stream fly fishermen, fishery owners, club secretaries and river keepers Subject: trends in aquatic fly abundance over recent decades and immediate past years, seen through the eyes of those constantly on the banks of, and caring for, the South country chalk rivers. Prepared by: Allan Frake, Environment Agency Peter Hayes, FMRS, Wiltshire Fishery Association with data available to all contributory associations and clubs. E n v ir o n m e n t A g e n c y WILTSHIRE FISHFRY ASSOCIATION I Report on the Millennium Chalk Streams Fly Trends Study Published by: Environment Agency Manley House Kestrel Way Exeter EX2 7LQ Tel: 01392 444000 Fax: 01392 444238 ISBN 1 85 705759 7 © Environment Agency 2001 All rights reserved. No part of this publication may be reproduced, stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical or photocopying, recording, or otherwise, without prior written permission of the Environment Agency. En v ir o n m e n t A g e n c y NATIONAL LIBRARY & INFORMATION SERVICE SOUTH WEST REGION Manley House, Kestrel Way. Exeter EX2 7LQ SW-12/01 -E-1.5k-BG|W Errt-^o-t-Hv k Io i - i Report on the Millennium Chalk Streams Fly Trends Study I CONTENTS Management Summary Falling fly numbers Introduction and Objectives Methodology Sampling method, respondent qualifications and sample achieved Observational coverage Internal tests for bias, and robustness of data Questionnaire design
    [Show full text]
  • Basingstoke & Deane Borough Council
    4. Test and Bourne Valley General Description The River Test and the Bourne Rivulet rise from the underlying chalk beds and dissect the North Wessex Downs character area. The valleys contain many woodland blocks and narrow woodland belts, which together with the sloping valley sides, form an enclosed landscape. The valleys widen and the landscape becomes more open, as the two rivers converge to the southwest of Whitchurch. Settlements are frequent along the valley floor and are characteristically linear in nature. The Bourne Valley lies within the North Wessex Downs AONB. Landscape The valleys cut through an underlying geology of chalk beds, with small areas of clay deposits on higher ground. Alluvial loams and valley gravels have been deposited by the rivers in the valley bottoms, resulting in vegetation that is very different from that of the surrounding chalkland. The valleys have flat floodplains with braided channels, watercress beds and water meadows used for grazing. The sloping valley sides are mostly used for pasture and arable farming. Small blocks of woodland are The River Test, Freefolk found throughout, particularly on the steeper valley sides where Beech and Ash predominate. Next to the rivers, there are many linear bands of Willow and Alder, together with some commercial Poplar plantations. Larger woodland blocks are found in and around the listed parkland landscapes of Laverstoke Park and Hurstbourne Park. Hedgerows contain chalk-loving species such as Dogwood, Wayfaring Tree, Spindle, Privet, Field Maple and Hazel. The main roads run along valley floors and lower valley sides. Minor roads are relatively infrequent and tend to cross the valleys at right angles.
    [Show full text]
  • Managing Catchments for Flood Risk and Biodiversity
    How river catchments can be better managed to control flood risk and provide biodiversity benefits A critical discussion of options and experience and suggestions for ways forward Adam Broadhead and Julian Jones April 2010 Water21 (Department of Vision21 Ltd) 30 St Georges Place Cheltenham GL50 3JZ 01242 224321 Managing rivers and floodplains to reduce flood risk and improve biodiversity Abstract This paper critically discusses options for farmland, river and floodplain management to resolve flood risk and provide biodiversity benefits. Focusing on the UK context, where there is a call for working more closely with nature. Restoration of natural systems provides the best opportunities for habitat creation and biodiversity, but the benefits to flood risk management can be limited, unless applied at the catchment scale. Conventional hard-engineered approaches offer proven but expensive flood resolution, and there is now a move towards more soft-engineered, multi-purpose, low cost, naturalistic schemes involving the whole landscape. The effectiveness for biodiversity improvements must be balanced by the overriding priority to protect people from flooding. Linking biodiversity and flood risk management is an important step, but does not go far enough. Contents Abstract ................................................................................................................................................... 2 Contents .................................................................................................................................................
    [Show full text]
  • Impacts of Watercress Farming on Stream Ecosystem Functioning and Community Structure
    Impacts of watercress farming on stream ecosystem functioning and community structure. Cotter, Shaun The copyright of this thesis rests with the author and no quotation from it or information derived from it may be published without the prior written consent of the author For additional information about this publication click this link. http://qmro.qmul.ac.uk/jspui/handle/123456789/8385 Information about this research object was correct at the time of download; we occasionally make corrections to records, please therefore check the published record when citing. For more information contact [email protected] Impacts of watercress farming on stream ecosystem functioning and community structure Shaun Cotter School of Biological and Chemical Sciences Queen Mary, University of London Submitted for the degree of Doctor of Philosophy of the University of London September 2012 1 Abstract. Despite the increased prominence of ecological measurement in fresh waters within recent national regulatory and legislative instruments, their assessment is still almost exclusively based on taxonomic structure. Integrated metrics of structure and function, though widely advocated, to date have not been incorporated into these bioassessment programmes. We sought to address this, by assessing community structure (macroinvertebrate assemblage composition) and ecosystem functioning (decomposition, primary production, and herbivory rates), in a series of replicated field experiments, at watercress farms on the headwaters of chalk streams, in southern England. The outfalls from watercress farms are typically of the highest chemical quality, however surveys have revealed long-term (30 years) impacts on key macroinvertebrate taxa, in particular the freshwater shrimp Gammarus pulex (L.), yet the ecosystem-level consequences remain unknown.
    [Show full text]
  • Wurrage, St Mary Bourne, Andover SP11
    Wurrage, St Mary Bourne, Andover SP11 6AR Myddelton&Major Myddelton&Major Delightful Grade II Listed period cottage standing in attractive gardens fronting the Bourne Rivulet Situation St Mary Bourne lies in the Bourne Valley, the surrounding countryside is particularly well-known for its natural beauty, sporting facilities, walks and rides. Everyday amenities include a Church, health centre, 2 public houses, sub Post Office/Village stores and primary school which was rated outstanding by Ofsted in 2008 and sustained in 2011. Both Andover to the south and Newbury to the north offer a more comprehensive range of facilities which include schools, indoor shopping centres and main line railway station with London connections (Waterloo and Paddington within one hour). The neighbouring town of Whitchurch, approximately 4 miles distant, also offers a range of everyday shopping facilities as well as a mainline railway station with trains to London Waterloo. Whitchurch 4 miles • Andover 5 miles • Newbury 18 miles Basingstoke 18 miles A Grade II listed 18th Century cottage situated in this desirable Bourne Valley village. Entrance porch • Sitting room • Dining room • Study • Kitchen Cloaks area • 2 double bedrooms Landing/bedroom 3 • Bathroom • Shower room • Garage • Parking Beautiful gardens of approximately 0.27 of an acre Viewing Strictly by appointment through Myddelton and Major Telephone 01264 316000 The Property Wurrage is a charming Grade II listed property dating from the 18th Century situated in a Conservation Area. It is built mainly of brick elevations under a thatched roof. The property is arranged on two floors and has an abundance of character with period features.
    [Show full text]
  • Cape Cod and Islands Region
    Shoreline Characterization and Change Analyses Commonwealth of Massachusetts Executive Office of Energy and Environmental Affairs Cape Cod and Islands Region Coastal Erosion Commission Regional Coastal Erosion Commission Workshop Barnstable – June 3, 2014 Poster 1 of 4 SHORELINE CHARACTERIZATION Bourne Description Bourne % of Assessed Shoreline Coastal landforms, habitats, developed lands, and hardened coastal structures (collectively referred to BULKHEAD/SEAWALL as “classes”) were identified at the immediate, exposed shoreline for coastal Massachusetts. Protected REVETMENT harbors and estuaries were generally excluded. Classes were identified for every ~50 meters of ALL STRUCTURES assessed shoreline and summarized by percentage of total assessed shoreline for each community. COASTAL BANK BEACH DUNE Methods S A LT M A R S H MAINTAINED OPEN SPACE A transect approach was used to identify classes along the shoreline. This approach allows us to NATURAL UPLAND examine features along any given ~50 m segment of shoreline. It provides more information at a finer NON - RESIDENTIAL DEVELOPED scale than one where areal coverage of features are summarized within a specified shoreline buffer. RESIDENTIAL Analysis can be expanded to include additional information on the order in which features occur moving landward, their landward extents, and the rates at which they co-occur along the shoreline. 0 20 40 60 80 100 Data sources include the 2011 USGS-CZM Shoreline Change Project's contemporary shoreline (MHHW) Sandwich and transect data, CZM and DCR's Coastal Structures Inventory data, MassDEP's Wetlands map data, and MassGIS's 2005 Land Use data. Sandwich % of Assessed Shoreline Shoreline Change Project transects generally occur every ~50 meters along exposed shoreline (Fig.
    [Show full text]
  • Settlement Specific Action Plan Bourne Rivulet Villages
    Settlement specific action plan Bourne Rivulet Villages About the Settlement/ village Village name Vernham Deane, Upton, District Test Valley/ Catchment(s) Test and Itchen Hurstbourne Tarrant, Basingstoke Stoke, St Mary Bourne and Dean Ward name Bourne Valley (BV) /Highclere Bourne (HB) No. Residential properties: 891 (BV) No. other 1212 (BV) Critical 14 (BV) + 15 (HB) (By ward) 1293(HB) buildings (by ward) 1513 (HV) Infrastructure Estimate by settlements 957 By settlements 783 (Ward) About the Local Groundwater Flood Risk Areas at risk of groundwater flooding in Hampshire have been given a risk ranking based primarily on the number of properties which were reported to have flooded during 2000/01. This includes internal groundfloor flooding and basement flooding, and external flooding by sewage. Other factors, including potential flooding to roads and critical infrastructure and actions taken since 2000/01 to reduce flood risk have also been taken into consideration. The ten areas with the highest rank have been assigned a ‘high’ groundwater flood risk and have had village specific action plans developed. The Bourne Rivulet Villages have currently been ranked as number 10. Overall local flood risk for groundwater High Other local flood risk assessment Ranking of ward by local flood risk 33 (BV) EA surface water Moderate/Significant and the measures identified to 9 (HB) manage the risk (LFRMS) out of 248 Flood risk to property from rivers and sea (based on Environment Agency flood maps) Identified community Vernham Dean, Stoke, St Mary Bourne Communities at risk ranking (EA database) 82, 71,21 Number of properties at significant or moderate flood risk 0 ,6, 55, Summary Flood incidents recorded The Bourne Rivulet Villages have a history of groundwater flooding, with some households impacted by backing up of sewage into their homes.
    [Show full text]
  • Sediment Reduction Strategy for the Minnesota River Basin and South Metro Mississippi River
    Sediment Reduction Strategy for the Minnesota River Basin and South Metro Mississippi River Establishing a foundation for local watershed planning to reach sediment TMDL goals. January 2015 Authors The MPCA is reducing printing and mailing costs by Larry Gunderson, MPCA using the Internet to distribute reports and Robert Finley, MPCA information to wider audience. Visit our web site Heather Bourne, LimnoTech for more information. Dendy Lofton, Ph.D., LimnoTech MPCA reports are printed on 100% post-consumer recycled content paper manufactured without Editing for final version: David Wall, Greg Johnson chlorine or chlorine derivatives. and Chris Zadak, MPCA Contributors/acknowledgements Gaylen Reetz, MPCA Scott MacLean, MPCA Justin Watkins, MPCA Greg Johnson, MPCA Chris Zadak, MPCA Wayne Anderson, MPCA Hans Holmberg, P.E., LimnoTech Al Kean, BWSR Shawn Schottler Ph.D., St. Croix Watershed Research Station Daniel R. Engstrom, Ph.D., St. Croix Watershed Research Station Craig Cox, Environmental Working Group Patrick Belmont, Ph.D., Utah State University Dave Bucklin, Cottonwood SWCD Paul Nelson, Scott Co. WMO Dave Craigmile Minnesota Pollution Control Agency 520 Lafayette Road North | Saint Paul, MN 55155-4194 | www.pca.state.mn.us | 651-296-6300 Toll free 800-657-3864 | TTY 651-282-5332 This report is available in alternative formats upon request, and online at www.pca.state.mn.us Document number: wq-iw4-02 Contents Executive summary ............................................................................................................................1
    [Show full text]