{"id":1010,"date":"2017-10-06T09:24:13","date_gmt":"2017-10-06T08:24:13","guid":{"rendered":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/?page_id=1010"},"modified":"2026-03-05T11:14:39","modified_gmt":"2026-03-05T11:14:39","slug":"flood-schemes","status":"publish","type":"page","link":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/flood-schemes\/","title":{"rendered":"Flood schemes"},"content":{"rendered":"<h2>As the Lead Local Flood Authority, we are committed to the delivery of flood improvement works to vulnerable communities in Devon.<\/h2>\n<hr \/>\n<h3>Update on Flood Improvement Schemes<\/h3>\n<hr \/>\n<figure id=\"attachment_1081\" aria-describedby=\"caption-attachment-1081\" style=\"width: 445px\" class=\"wp-caption alignright\"><a href=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2017\/09\/Axminster-Phase-1.jpg\"><img decoding=\"async\" class=\"wp-image-1081\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2017\/09\/Axminster-Phase-1.jpg\" alt=\"Photograph of the flood defence wall running parallel to the river, part of Phase 1 of Axminster Millbrook Flood Alleviation Scheme\" width=\"445\" height=\"251\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2017\/09\/Axminster-Phase-1.jpg 716w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2017\/09\/Axminster-Phase-1-300x169.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2017\/09\/Axminster-Phase-1-640x361.jpg 640w\" sizes=\"(max-width: 445px) 100vw, 445px\" \/><\/a><figcaption id=\"caption-attachment-1081\" class=\"wp-caption-text\">Flood defence wall &#8211; phase 1 of the Axminster flood defence scheme work<\/figcaption><\/figure>\n<p>In partnership with other risk management authorities such as district councils, the Environment Agency, South West Water\u00a0and Devon Highways, we look for synergies and overlaps in order to ensure that flood risk is investigated and resolved in a coordinated manner where possible.<\/p>\n<p>Where a flood risk has been identified, we work with our consultants and design teams to investigate, optioneer and promote effective options that fit within achievable funding opportunities. Depending on the source and extent of flood risk, the options and form of new defences can vary. These range from \u2018hard\u2019 engineering measures such as new culverts, flood relief channels, flood walls and embankments, to \u2018soft\u2019 engineering measures, known as Natural Flood Management. These Natural Flood Management techniques aim to slow the flow in the upper catchments such as woody debris dams, field buffer strips and soil management. These more natural measures can stand alone, or support and enhance a hard engineering scheme. Where significant improvements cannot be installed, properties at risk can be supplied with <a href=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/flood-resilience\/property-flood-resilience-funding-scheme\/\">Property Flood Resilience <\/a>measures such as flood doors, boards, airbrick covers and non-return valves in order to limit the impact of flood water coming into contact with the building.<\/p>\n<p>Funding for flood risk management schemes can be obtained from various sources, these include Devon\u2019s allocated budget toward flood improvement measures, the Regional Flood and Coastal Committee administered Local Levy pot, contributions from other Risk Management Authorities, private contributions from local businesses\/property owners benefitting from the scheme and Flood Defence Grant in Aid funding allocated by HM Treasury and administered by the Environment Agency. The current national funding mechanism stipulates the requirement of partnership funding toward Flood Defence Grant in Aid funded works; and as part of the role DCC perform, we will approach affected stakeholders in order to coordinate contributions and produce business case documents to support flood defence scheme applications.<\/p>\n<p>As part of the Local Flood Risk Management Strategy, each year DCC allocate funding to support flood scheme development and delivery throughout the County, forming part of the Action Plan approved by cabinet members. This gives authority for money to be spent in those locations deemed high priority and most at risk as well as give the flexibility to promote works in a location where the opportunity arises.<\/p>\n<h3>Flood Risk Management Schemes<\/h3>\n<p>Devon County Council are continuing to deliver the schemes prioritised in the Annual Flood Risk Management Action Plan.<\/p>\n<p>Whilst the immediate impacts of the COVID-19 pandemic such as site demobilisation and disruption are no longer being felt on our schemes on site, there are lingering impacts which are being exacerbated by other global factors, such as the price of oil and conflicts across the world. As such, supply chain issues are being experienced as well as high levels of inflation, increasing the cost of materials.<\/p>\n<p>See below for an update on the progress of various schemes:<\/p>\n<p><a href=\"https:\/\/devoncc.sharepoint.com\/:b:\/s\/PublicDocs\/Planning\/EQhshn1d825Iko1LGHha9tMB6mbEeObGHnkEbEYtDdhbTg?e=wwl4Rs\" rel=\"noopener\">Achievements in Flood Risk Management in 2019\/20<\/a> &#8211; updated 02\/06\/20 to reflect effects of pandemic<\/p>\n<p><a href=\"https:\/\/devoncc.sharepoint.com\/:b:\/s\/PublicDocs\/Planning\/ERbizRNrKWZKmqmKFO-njKEBkhq07DfXOioNxt4QfJ-v2Q?e=gYFnR6\" rel=\"noopener\">Achievements in Flood Risk Management in 2018\/19<\/a><\/p>\n<h2>Current flood schemes<\/h2>\n<p>DCC has an input in flood schemes over a number of locations throughout the County. This includes contributions to works by others, investigations and physical improvement works. All of DCCs current schemes and their progress can be viewed on the DCC Environment Viewer <a href=\"https:\/\/redirect.devon.gov.uk?link=EnvView\" rel=\"noopener\">interactive map<\/a>. Individual case studies can be accessed below.<\/p>\n<ul class=\"accordion \" data-accordion data-allow-all-closed=\"true\" data-multi-expand=\"true\" ><li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac1\" id=\"head1\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac1\">Venn Ottery <\/a><div id=\"mac1\" aria-labelledby=\"head1\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>Following the flood event that occurred in the village of Venn Ottery on 9th May 2023, a scheme has been developed. Eight properties were impacted from surface water flooding, both internally and externally, with wrack marks suggesting that flood levels exceeded 0.5m.<\/p>\n<p>Following investigation, it was determined the cause of the flooding was primarily down to the restrictive nature of the existing watercourse.<\/p>\n\n<p><figure id=\"attachment_3416\" aria-describedby=\"caption-attachment-3416\" style=\"width: 372px\" class=\"wp-caption alignright\"><img decoding=\"async\" class=\"wp-image-3416 \" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Plan-300x167.png\" alt=\"Plan showing route of Venn Ottery culvert and archway underneath the road\" width=\"372\" height=\"207\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Plan-300x167.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Plan-800x445.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Plan-768x427.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Plan-640x356.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Plan.png 1039w\" sizes=\"(max-width: 372px) 100vw, 372px\" \/><figcaption id=\"caption-attachment-3416\" class=\"wp-caption-text\">Plan showing route of Venn Ottery culvert and archway<\/figcaption><\/figure><\/p>\n<p>The existing culvert under the carriageway takes two routes to the downstream end. The original archway culvert, which travels diagonally under the road from which it enters a smaller 375mm diameter pipe. There are two additional 300mm diameter pipes which run directly under the road.<\/p>\n\n\n<p>Therefore, a scheme was developed in house by the DCC flood Risk Management Projects team to upsize and improve the existing culvert and additional elements of re-directing surface water run-off from a separate smaller catchment to the north.<\/p>\n<p><figure id=\"attachment_3763\" aria-describedby=\"caption-attachment-3763\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3763 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-800x600.jpeg\" alt=\"\" width=\"800\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-800x600.jpeg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-300x225.jpeg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-768x576.jpeg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-1536x1152.jpeg 1536w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-2048x1536.jpeg 2048w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-640x480.jpeg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-320x240.jpeg 320w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1264-420x315.jpeg 420w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3763\" class=\"wp-caption-text\">Completed works, one year after completion<\/figcaption><\/figure><\/p>\n\n<p>This arrangement will be upsized by installing three, 600mm diameter pipes in place of the existing two pipes, which will significantly increase the culvert capacity. The original archway will be used as overflow during heavy rainfall events.<\/p>\n\n<p><figure id=\"attachment_3418\" aria-describedby=\"caption-attachment-3418\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"wp-image-3418 size-medium\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Verge-300x241.jpg\" alt=\"Roadside verge at Venn Ottery\" width=\"300\" height=\"241\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Verge-300x241.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Verge-747x600.jpg 747w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Verge-768x616.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Verge-640x514.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/10\/Venn-Ottery-Verge.jpg 1039w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-3418\" class=\"wp-caption-text\">Roadside verge designed to redirect the flow of surface water<\/figcaption><\/figure><\/p>\n<p>In addition to the culvert works, a verge build out was proposed at a junction north of the watercourse. The aim of this is to re-direct the surface water run-off from Green Lane and Lynch Head Road away from Barton Mews, which was apparent during the May event.<\/p>\n<p>The scheme was delivered by the DCC framework contractor Kennford Tarmacadam on time and on budget and highlights a real success for the FRM Projects team to have a scheme of this scale complete within 18 months of a flood event.<\/p>\n\n\n\n\n<p><figure id=\"attachment_3762\" aria-describedby=\"caption-attachment-3762\" style=\"width: 309px\" class=\"wp-caption alignright\"><img decoding=\"async\" class=\"wp-image-3762\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-450x600.jpeg\" alt=\"\" width=\"309\" height=\"412\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-450x600.jpeg 450w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-225x300.jpeg 225w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-768x1024.jpeg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-1152x1536.jpeg 1152w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-1536x2048.jpeg 1536w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-640x853.jpeg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1244-scaled.jpeg 1920w\" sizes=\"(max-width: 309px) 100vw, 309px\" \/><figcaption id=\"caption-attachment-3762\" class=\"wp-caption-text\">Bespoke debris screen<\/figcaption><\/figure><\/p>\n\n\n<p><span data-contrast=\"auto\">Following completion of the Venn Ottery Flood Alleviation Scheme, a residual flood risk issue was\u00a0identified\u00a0at one of the properties, where an inspection chamber was periodically surcharging. During heavy rainfall, water escaped the chamber and entered the resident\u2019s garden, causing understandable concern. Investigations confirmed that debris washing into the drainage system from an upstream ditch was periodically blocking the inlet, restricting\u00a0flow\u00a0and leading to the chamber overflowing.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"auto\">To address this, a bespoke debris screen was designed and installed at the ditch entrance to prevent material from entering the system. The arrangement also incorporated a safe exceedance pathway:\u00a0in the event that\u00a0the screen or ditch inlet becomes temporarily obstructed, excess water is routed down the adjacent road and conveyed to the downstream end of the previously upsized culvert, preventing water from entering private gardens.<\/p>\n\n\n\n<p>Updated: March 2026<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac2\" id=\"head2\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac2\">Exeter Northbrook <\/a><div id=\"mac2\" aria-labelledby=\"head2\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><span class=\"NormalTextRun SCXW145211148 BCX8\">Following the completion of the Surface <span class=\"NormalTextRun SCXW145211148 BCX8\">W<span class=\"NormalTextRun SCXW145211148 BCX8\">ater <span class=\"NormalTextRun SCXW145211148 BCX8\">M<span class=\"NormalTextRun SCXW145211148 BCX8\">anagement <span class=\"NormalTextRun SCXW145211148 BCX8\">P<span class=\"NormalTextRun SCXW145211148 BCX8\">lan for Exeter<span class=\"NormalTextRun SCXW145211148 BCX8\">,<span class=\"NormalTextRun SCXW145211148 BCX8\"> where DCC worked in partnership with Exeter City Council, <span class=\"NormalTextRun ContextualSpellingAndGrammarErrorV2Themed SCXW145211148 BCX8\">South West<span class=\"NormalTextRun SCXW145211148 BCX8\"> Water<span class=\"NormalTextRun SCXW145211148 BCX8\">, Network Rail<span class=\"NormalTextRun SCXW145211148 BCX8\"> and the Environment Agency to better understand flood risk across the city<span class=\"NormalTextRun SCXW145211148 BCX8\">, two <span class=\"NormalTextRun SCXW145211148 BCX8\">initial<span class=\"NormalTextRun SCXW145211148 BCX8\"> schemes were promoted for construction<span class=\"NormalTextRun SCXW145211148 BCX8\"> in the Northbrook catchment<span class=\"NormalTextRun SCXW145211148 BCX8\">. <span class=\"NormalTextRun SCXW145211148 BCX8\">An initial<span class=\"NormalTextRun SCXW145211148 BCX8\"> phase in the Beacon Lane area and a second phase in Hamlin <span class=\"NormalTextRun SCXW145211148 BCX8\">L<span class=\"NormalTextRun SCXW145211148 BCX8\">ane playing fields to the west of Georges Close.<\/p>\n<p><span class=\"TextRun SCXW40192763 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW40192763 BCX8\">Phase 1- Five linear drainage channels <span class=\"NormalTextRun SCXW40192763 BCX8\">were<span class=\"NormalTextRun SCXW40192763 BCX8\"> installed to<span class=\"NormalTextRun SCXW40192763 BCX8\"> capture<span class=\"NormalTextRun SCXW40192763 BCX8\"> surface water<span class=\"NormalTextRun SCXW40192763 BCX8\"> flows <span class=\"NormalTextRun SCXW40192763 BCX8\">to then be<span class=\"NormalTextRun SCXW40192763 BCX8\"> discharge<span class=\"NormalTextRun SCXW40192763 BCX8\">d<span class=\"NormalTextRun SCXW40192763 BCX8\"> into the Northbrook watercourse<span class=\"NormalTextRun SCXW40192763 BCX8\"> in the Guinevere Way area of Beacon Heath<span class=\"NormalTextRun SCXW40192763 BCX8\"> at a restricted rate so as not to increase flood risk<span class=\"NormalTextRun SCXW40192763 BCX8\"> downstream<span class=\"NormalTextRun SCXW40192763 BCX8\">. Work will<span class=\"NormalTextRun SCXW40192763 BCX8\"> also take place<span class=\"NormalTextRun SCXW40192763 BCX8\"> along the footpath to the west of St James School to capture <span class=\"NormalTextRun SCXW40192763 BCX8\">and deflect <span class=\"NormalTextRun SCXW40192763 BCX8\">surface water flows from surrounding roads in the area<span class=\"NormalTextRun SCXW40192763 BCX8\"> away from residential properties.<span class=\"EOP SCXW40192763 BCX8\" data-ccp-props=\"{}\">\u00a0<\/p>\n<p><figure id=\"attachment_1289\" aria-describedby=\"caption-attachment-1289\" style=\"width: 564px\" class=\"wp-caption aligncenter\"><a href=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-p1.png\"><img decoding=\"async\" class=\"wp-image-1289\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-p1.png\" alt=\"Map showing Exeter phase 1\" width=\"564\" height=\"393\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-p1.png 1314w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-p1-300x209.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-p1-768x535.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-p1-800x557.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-p1-640x446.png 640w\" sizes=\"(max-width: 564px) 100vw, 564px\" \/><\/a><figcaption id=\"caption-attachment-1289\" class=\"wp-caption-text\">Layout of the works undertaken at Guinevere Way, Exeter<\/figcaption><\/figure><\/p>\n<p><span class=\"TextRun SCXW116470147 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW116470147 BCX8\">These works were<span class=\"NormalTextRun SCXW116470147 BCX8\"> successfully<span class=\"NormalTextRun SCXW116470147 BCX8\"> constructed in <span class=\"NormalTextRun SCXW116470147 BCX8\">2019 as proposed by our contractor <span class=\"NormalTextRun SpellingErrorV2Themed SCXW116470147 BCX8\">Mac Plant<span class=\"NormalTextRun SCXW116470147 BCX8\"> and now give benefit to 30 properties in the local area<span class=\"NormalTextRun SCXW116470147 BCX8\">.<span class=\"EOP SCXW116470147 BCX8\" data-ccp-props=\"{}\">\u00a0<\/p>\n<p><figure id=\"attachment_3423\" aria-describedby=\"caption-attachment-3423\" style=\"width: 800px\" class=\"wp-caption alignnone\"><img decoding=\"async\" class=\"wp-image-3423 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Exeter-Northbrook-800x295.png\" alt=\"newly installed cross drains on the highway that capture surface water flows and divert them into the local watercourse\" width=\"800\" height=\"295\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Exeter-Northbrook-800x295.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Exeter-Northbrook-300x111.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Exeter-Northbrook-768x283.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Exeter-Northbrook-1536x566.png 1536w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Exeter-Northbrook-2048x754.png 2048w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Exeter-Northbrook-640x236.png 640w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3423\" class=\"wp-caption-text\">Images showing the newly installed cross drains that capture surface water flows and divert them into the local watercourse.<\/figcaption><\/figure><\/p>\n\n<p>Phase 2- South of the railway in Hamlin Lane Playing fields an above ground water storage area will be created, to attenuate predicted surface water flows in the area to reduce the risk of flooding. This bund will discharge back into the drainage system and into the watercourse at a controlled rate.<\/p>\n<p><figure id=\"attachment_1291\" aria-describedby=\"caption-attachment-1291\" style=\"width: 564px\" class=\"wp-caption aligncenter\"><a href=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-phase-2.png\"><img decoding=\"async\" class=\"wp-image-1291\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-phase-2.png\" alt=\"Map showing Exeter phase 2\" width=\"564\" height=\"394\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-phase-2.png 1309w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-phase-2-300x209.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-phase-2-768x535.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-phase-2-800x557.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Exeter-phase-2-640x446.png 640w\" sizes=\"(max-width: 564px) 100vw, 564px\" \/><\/a><figcaption id=\"caption-attachment-1291\" class=\"wp-caption-text\">Plan showing the extents of the phase 2 works<\/figcaption><\/figure><\/p>\n<p>These works were installed in 2020 giving benefit to 20 properties locally by our Contractor Mac Plant and has now established itself into the landscape with a wildflower meadow covering the operation elements of the bund as intended.<\/p>\n<p><figure id=\"attachment_3424\" aria-describedby=\"caption-attachment-3424\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3424 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Hamlin-Lane-800x389.jpg\" alt=\"Wildflower meadow and flood bund\" width=\"800\" height=\"389\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Hamlin-Lane-800x389.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Hamlin-Lane-300x146.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Hamlin-Lane-768x373.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Hamlin-Lane-640x311.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/11\/Hamlin-Lane.jpg 1269w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3424\" class=\"wp-caption-text\">Wildflower meadow and flood bund at Hamlin Lane playing fields<\/figcaption><\/figure><\/p>\n\n<p>The next phase of works in this location is to explore the possibility of better draining the Rifford Road, Quarry Lane, Honiton Road junction, with the primary focus of improving the standard of flood protection to the properties in this area.<\/p>\n<p><figure id=\"attachment_3659\" aria-describedby=\"caption-attachment-3659\" style=\"width: 795px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3659 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-795x600.jpg\" alt=\"Flood water on a road with a parked fire engine and firefighters working to clear the water\" width=\"795\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-795x600.jpg 795w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-300x226.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-768x580.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-640x483.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1.jpg 954w\" sizes=\"(max-width: 795px) 100vw, 795px\" \/><figcaption id=\"caption-attachment-3659\" class=\"wp-caption-text\">Flooding of the area in May 2023<\/figcaption><\/figure><\/p>\n<p>A preliminary design has been produced with the next steps being to cost the proposals and source the required funding to undertake the works.<\/p>\n<p>Updated: September 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac3\" id=\"head3\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac3\">Ivybridge, Stibbs Lane <\/a><div id=\"mac3\" aria-labelledby=\"head3\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>Following the repeated flooding in the Woodlands area of Ivybridge since 2012 South Hams District Council investigated the source of flooding and the potential solutions to alleviate it. Following the retirement of the SHDC engineer the scheme was passed to DCC to progress and deliver.<\/p>\n\n<p>The flood alleviation works were installed to convey overland flood flows downstream of the area at risk of flooding in order to significantly reduce the flood risk to 76 residential properties.<\/p>\n<p><figure id=\"attachment_3459\" aria-describedby=\"caption-attachment-3459\" style=\"width: 576px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"size-full wp-image-3459\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_Scheme_Plan.jpg\" alt=\"A map of the area surrounding Claymans Pathway in Ivybridge with the watercourse and flood alleviation scheme marked on.\" width=\"576\" height=\"407\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_Scheme_Plan.jpg 576w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_Scheme_Plan-300x212.jpg 300w\" sizes=\"(max-width: 576px) 100vw, 576px\" \/><figcaption id=\"caption-attachment-3459\" class=\"wp-caption-text\">Plan showing the route of the new flood alleviation culvert in Ivybridge<\/figcaption><\/figure><\/p>\n<p>This was achieved by installing a 130m long 750mm diameter culvert going from Stibbs Lane down through the residential area of Claymans Pathway and Slipperstone Drive to discharge into an existing watercourse to the south.<\/p>\n<p>A new swale had already been constructed in Woodlands Park to the south in order to intercept out of bank flows from the local watercourse and surface water locally.<\/p>\n<p>These works were undertaken in 2020.\u00a0The contractor started in January 2020 and was immediately encountering the flooding issue first-hand with Storms Brendan, Dennis and Jorge all hitting within a month of each other.<\/p>\n<p><figure id=\"attachment_3460\" aria-describedby=\"caption-attachment-3460\" style=\"width: 340px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"size-full wp-image-3460\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_flooding.png\" alt=\"A road flooded with brown flood water\" width=\"340\" height=\"384\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_flooding.png 340w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_flooding-266x300.png 266w\" sizes=\"(max-width: 340px) 100vw, 340px\" \/><figcaption id=\"caption-attachment-3460\" class=\"wp-caption-text\">The impacts of Storms Brendan, Dennis and Jorge impacting the construction activities<\/figcaption><\/figure><\/p>\n<p>Although the construction of the flood improvements at Ivybridge was significantly delayed due to the Covid-19 pandemic. Following revised working methodologies by the contractor Alun Griffiths the scheme was successfully completed in December 2020.<\/p>\n<p>The scheme being completed prior to Christmas turned out to be perfect timing given the series of weather warnings (both yellow and amber) resulting in intense precipitation in the catchment. On the 23<sup>rd<\/sup> December 2020 this resulted in a surface water event that the scheme dealt with diverting the water away from those at risk. Very positive feedback was then received from residents who had lived in fear of flooding for many years. See photo below showing the scheme in action with flood flows entering the new inlet rather than putting properties at risk.<\/p>\n<p><figure id=\"attachment_3461\" aria-describedby=\"caption-attachment-3461\" style=\"width: 559px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"size-full wp-image-3461\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_scheme.png\" alt=\"A culvert screen as part of a flood alleviation scheme.\" width=\"559\" height=\"350\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_scheme.png 559w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Ivybridge_scheme-300x188.png 300w\" sizes=\"(max-width: 559px) 100vw, 559px\" \/><figcaption id=\"caption-attachment-3461\" class=\"wp-caption-text\">Composite image showing flood flows entering the newly constructed inlet structure<\/figcaption><\/figure><\/p>\n\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac4\" id=\"head4\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac4\">Frogmore <\/a><div id=\"mac4\" aria-labelledby=\"head4\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>Working with the local parish council, a scheme has been developed following flooding that occurred during the winter of 2012\/13 in which overland runoff of silt-ladened water flooded 12 properties internally. The whole scheme includes several elements of re-directing surface water run-off.<\/p>\n<p>An initial interception ditch was dug by South Hames District Council shortly after the event in order to sever the flow path putting the properties at risk. Following this DCC got more involved to ensure that waters diverted from this ditch did not inadvertently put others at risk.<\/p>\n<p>The first phase of the DCC works involved the installation of a large drainage grid which collects surface water and discharges under the highway through a new culvert. The construction of the new culvert running under the A379 was completed in February 2019 and will discharge surface water directly into the Salcombe and Kingsbridge estuary just south of the highway. Designs had to go through Natural England for approval since the Salcombe and Kingsbridge estuary is a designated Site of Special Scientific Interest.<\/p>\n<p>Phase 2 involved installation of a diverter bank to direct the flow of water into the newly installed drainage grid from the above fields and working with landowners and the local community.<\/p>\n<p><figure id=\"attachment_3462\" aria-describedby=\"caption-attachment-3462\" style=\"width: 940px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"size-full wp-image-3462\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore1.png\" alt=\"A screenshot from a computer model of the flood scheme in Frogmore\" width=\"940\" height=\"549\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore1.png 940w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore1-300x175.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore1-800x467.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore1-768x449.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore1-640x374.png 640w\" sizes=\"(max-width: 940px) 100vw, 940px\" \/><figcaption id=\"caption-attachment-3462\" class=\"wp-caption-text\">Plan showing the layout of interventions in Frogmore<\/figcaption><\/figure><\/p>\n<p>The diverter bank was installed by the tenant farmer in 2021 which therefore completed the package of works.<\/p>\n<p>Following the completion of the scheme it was decided that we would give the arrangement a \u2018test run\u2019, this is an uncommon occurrence as normally we would not have the ability to simulate a flood event following the installation of a scheme. However, due to the relationship with the Parish Council and local land owner we were able to discharge a bowser of water along the deflector bank to determine the course it would take to the drainage grid at the bottom of the field.<\/p>\n<p><figure id=\"attachment_3463\" aria-describedby=\"caption-attachment-3463\" style=\"width: 1695px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"size-full wp-image-3463\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore2.png\" alt=\"Two photographs, one with a tractor and a water bowser in a field and the other of water running down a track.\" width=\"1695\" height=\"1178\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore2.png 1695w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore2-300x208.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore2-800x556.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore2-768x534.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore2-1536x1067.png 1536w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore2-640x445.png 640w\" sizes=\"(max-width: 1695px) 100vw, 1695px\" \/><figcaption id=\"caption-attachment-3463\" class=\"wp-caption-text\">Mock event where water was discharged to simulate flows in a surface water flood<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_3464\" aria-describedby=\"caption-attachment-3464\" style=\"width: 658px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"size-full wp-image-3464\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore3.png\" alt=\"A screenshot of a computer model showing flow of water in Frogmore\" width=\"658\" height=\"773\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore3.png 658w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore3-255x300.png 255w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore3-511x600.png 511w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2024\/12\/Frogmore3-640x752.png 640w\" sizes=\"(max-width: 658px) 100vw, 658px\" \/><figcaption id=\"caption-attachment-3464\" class=\"wp-caption-text\">Route which the flood waters took in the test event<\/figcaption><\/figure><\/p>\n<p>As can be seen in the images above the test was a success and waterflows were directed as proposed to the access track and into the newly installed drainage grid. As a result of the test event, increased confidence in the works can be felt by those who may need to rely on it in the future.<\/p>\n\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac5\" id=\"head5\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac5\">Sidmouth <\/a><div id=\"mac5\" aria-labelledby=\"head5\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>Following a Surface Water Management Plan (SWMP) produced by DCC in partnership with East Devon District Council, South West Water and the Environment Agency, a scheme has been developed that will improve the standard to flood protection from surface water to over 100 residential and commercial properties. The proposed works included an above ground Surface water attenuation feature off Station Road in the grounds of the Knowle and highway drainage improvements in the Coburg Road area of the town.<\/p>\n<p><figure id=\"attachment_1293\" aria-describedby=\"caption-attachment-1293\" style=\"width: 537px\" class=\"wp-caption aligncenter\"><a href=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Location-of-works-within-Sidmouth.png\"><img decoding=\"async\" class=\"wp-image-1293\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Location-of-works-within-Sidmouth.png\" alt=\"Map showing location of works within Sidmouth - in the Knowle and the town centre\" width=\"537\" height=\"378\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Location-of-works-within-Sidmouth.png 1375w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Location-of-works-within-Sidmouth-300x211.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Location-of-works-within-Sidmouth-768x541.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Location-of-works-within-Sidmouth-800x563.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2019\/04\/Location-of-works-within-Sidmouth-640x451.png 640w\" sizes=\"(max-width: 537px) 100vw, 537px\" \/><\/a><figcaption id=\"caption-attachment-1293\" class=\"wp-caption-text\">Locations of proposed works in Sidmouth<\/figcaption><\/figure><\/p>\n<p>Due to the site of the proposed attenuation feature being situated in a prominent location at the entrance to the town in an historic arboretum, extensive engagement with local stakeholders, including the District Council and Town Council was undertaken in order to ensure the works were functional and also sympathetic to the setting. This also included the production of key documentation such as ecological and landscape impact assessments used to inform the design. A planning application was submitted in the spring of 2019 and permission was granted later that year.<\/p>\n<p><figure id=\"attachment_3663\" aria-describedby=\"caption-attachment-3663\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3663 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-800x561.jpg\" alt=\"Planning documentation showing the design of the amphitheatre attenuation system at Knowle\" width=\"800\" height=\"561\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-800x561.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-300x211.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-768x539.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-640x449.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3.jpg 1026w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3663\" class=\"wp-caption-text\">Example of planning documentation<\/figcaption><\/figure><\/p>\n<p>Our designer Jacobs put the job out to tender on the Devon County Council Minor Works Framework and after a competitive tender exercise, South West Highways were subsequently awarded the project.<\/p>\n<p>The scheme was constructed during 2020 and 2021 meaning that the Covid19 Pandemic and poor weather impacted on the delivery phase of the works, however adjustments made to onsite working practices ensured that these challenges were overcome and scheme was operational as intended for the winter of 2021.<\/p>\n<p><figure id=\"attachment_3664\" aria-describedby=\"caption-attachment-3664\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3664 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-800x368.jpg\" alt=\"Construction area with a digger installing water storage crates which will then be buried underground\" width=\"800\" height=\"368\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-800x368.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-300x138.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-768x353.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-640x295.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4.jpg 1280w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3664\" class=\"wp-caption-text\">Installation of underground storage crates<\/figcaption><\/figure><\/p>\n<p>Now complete the scheme is offering an improved standard of protection to those in the town, whilst also giving the community an aesthetically pleasing amenity space through the tiered amphitheatre that\u2019s been constructed.<\/p>\n<p><figure id=\"attachment_3665\" aria-describedby=\"caption-attachment-3665\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3665 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-800x438.jpg\" alt=\"Finished flood attenuation area, grassy area with amphitheatre like step structure down to a middle open area. The attenuation crates are not visible, buried underground\" width=\"800\" height=\"438\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-800x438.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-300x164.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-768x420.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-640x350.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5.jpg 1280w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3665\" class=\"wp-caption-text\">Finished Flood Attenuation area<\/figcaption><\/figure><\/p>\n<p>Following on from the successful delivery of the Phase 1 Amphitheatre works, which went on to win the Institution of Civil Engineers Peoples Choice and Judges Special Award for its innovation and sustainability, additional works took place to make improvements to the highway drainage network in the area around Coburg Road.<\/p>\n<p><figure id=\"attachment_3666\" aria-describedby=\"caption-attachment-3666\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3666 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-800x569.jpg\" alt=\"Planning document for the proposed works at Coburg Road\" width=\"800\" height=\"569\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-800x569.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-300x213.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-768x546.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-640x455.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6.jpg 1012w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3666\" class=\"wp-caption-text\">Proposed works at Coburg Road<\/figcaption><\/figure><\/p>\n<p>These works were designed in-house by the DCC Engineering Design Group and the work awarded to Cormac through our Minor Works Framework. The scheme was delivered in the Autumn of 2024.<\/p>\n<p>In the future we will continue to look for opportunities to work with our partners such as South West Water to explore options for further drainage improvements in the town.<\/p>\n<p>Updated: September 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac6\" id=\"head6\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac6\">Harberton <\/a><div id=\"mac6\" aria-labelledby=\"head6\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><span class=\"TextRun SCXW17962352 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"none\"><span class=\"NormalTextRun SCXW17962352 BCX8\">The baseline modelling exercise is <span class=\"NormalTextRun SCXW17962352 BCX8\">coming to an end<span class=\"NormalTextRun SCXW17962352 BCX8\"> in this community with optioneering ready to <span class=\"NormalTextRun SCXW17962352 BCX8\">commence<span class=\"NormalTextRun SCXW17962352 BCX8\"> shortly after. This proactive community is already heavily engaged with us and is keen to move forward with a mixture of NFM, PFR and some small civils improvements. The model will be used to test these prior to any funding being applied for and works <span class=\"NormalTextRun SCXW17962352 BCX8\">commencing<span class=\"NormalTextRun SCXW17962352 BCX8\"> on site.<\/p>\n<p><figure id=\"attachment_3624\" aria-describedby=\"caption-attachment-3624\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3624 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/DJI_0968-800x533.jpg\" alt=\"\" width=\"800\" height=\"533\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/DJI_0968-800x533.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/DJI_0968-300x200.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/DJI_0968-768x512.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/DJI_0968-1536x1024.jpg 1536w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/DJI_0968-2048x1365.jpg 2048w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/DJI_0968-640x427.jpg 640w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3624\" class=\"wp-caption-text\">Impact of flooding in Harberton, September 2023 (local resident)<\/figcaption><\/figure><\/p>\n\n<p>Updated: July 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac7\" id=\"head7\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac7\">Kenton <\/a><div id=\"mac7\" aria-labelledby=\"head7\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>Following the flooding in Kenton in 2023, DCC have taken the lead on flood investigations in the village and commissioned a hydraulic modelling exercise to ascertain the scale of the risk and any potential options that could be beneficial to reduce it.<\/p>\n<p>The baseline modelling for Kenton is now complete with the report undertaken by our consultants WSP. Options testing is now underway to determine the most effective possible solution for the community.<\/p>\n<p><figure id=\"attachment_3661\" aria-describedby=\"caption-attachment-3661\" style=\"width: 470px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3661 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/22-470x600.jpg\" alt=\"Front cover of a report &quot;Kenton - Fluvial Mapping: Baseline Model Build Report&quot;\" width=\"470\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/22-470x600.jpg 470w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/22-235x300.jpg 235w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/22.jpg 564w\" sizes=\"(max-width: 470px) 100vw, 470px\" \/><figcaption id=\"caption-attachment-3661\" class=\"wp-caption-text\">Flood modelling report for Kenton<\/figcaption><\/figure><\/p>\n<p>If an effective scheme option can be identified as part of this process then the next step would be to determine affordability in line with the current national funding mechanisms.<\/p>\n<p>Updated: September 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac8\" id=\"head8\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac8\">Newton Poppleford <\/a><div id=\"mac8\" aria-labelledby=\"head8\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><span class=\"TextRun SCXW98638827 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"none\"><span class=\"NormalTextRun SCXW98638827 BCX8\">The baseline model for the Burrow Lane catchment is now complete, and the results have been shared with residents through an in-person engagement session. We are currently <span class=\"NormalTextRun SCXW98638827 BCX8\">in the process of optioneering<span class=\"NormalTextRun SCXW98638827 BCX8\"> to <span class=\"NormalTextRun SCXW98638827 BCX8\">determine<span class=\"NormalTextRun SCXW98638827 BCX8\"> the most <span class=\"NormalTextRun SCXW98638827 BCX8\">viable<span class=\"NormalTextRun SCXW98638827 BCX8\"> and cost-effective engineered solutions. The goal is to progress towards a deliverable scheme that meets the necessary cost-benefit criteria to attract funding through Defra Grant in Aid and Local Levy Additionally, further natural flood management (NFM) measures will be developed through the Environment Agency\u2019s National NFM Programme, particularly the Creating Resilience in the Otter Catchment (CROC) project.\u00a0<span class=\"EOP SCXW98638827 BCX8\" data-ccp-props=\"{}\">\u00a0<\/p>\n<p>Updated: July 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac9\" id=\"head9\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac9\">Lydford <\/a><div id=\"mac9\" aria-labelledby=\"head9\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><span data-contrast=\"auto\">Following the successful Local Levy bid to support works to better protect the seven residential properties at the former Mucky Duck Pub in Lydford, we are pleased to report that construction of the scheme has now been completed.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"auto\">The\u00a0project progressed through detailed design and procurement, and a contractor was appointed through the DCC Minor Works Framework. Ultim8 Construction were awarded the contract and undertook the works on our behalf. Construction began in January 2026 and was completed in mid<span data-contrast=\"auto\">\u2011<span data-contrast=\"auto\">February, delivering the scheme on time and on budget.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"auto\">The final design involved installing nine bespoke 500\u202fmm<span data-contrast=\"auto\">\u2011<span data-contrast=\"auto\">deep drainage grid units together with a 375\u202fmm diameter\u00a0twinwall\u00a0pipe system, providing an expected conveyance capacity of approximately 270\u202fl\/s. This new system discharges to the existing adjacent watercourse.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><img decoding=\"async\" class=\"alignnone size-large wp-image-3761\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-450x600.jpeg\" alt=\"\" width=\"450\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-450x600.jpeg 450w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-225x300.jpeg 225w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-768x1024.jpeg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-1152x1536.jpeg 1152w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-1536x2048.jpeg 1536w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-640x853.jpeg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2026\/03\/IMG_1656-scaled.jpeg 1920w\" sizes=\"(max-width: 450px) 100vw, 450px\" \/><\/p>\n<p><span data-contrast=\"auto\">These works were designed to address the significant surface water flood risk experienced by residents. Despite having property flood resilience (PFR) measures installed, the volume of water accumulating in front of the properties regularly exceeded the capacity of the existing 225\u202fmm highway drainage system (approx. 50\u202fl\/s capacity), leading to repeated internal flooding. The upgraded system now provides a substantial improvement in local drainage capacity and reduces the likelihood of future flooding events.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"auto\">The successful delivery of this scheme\u00a0represents\u00a0a positive outcome for the residents and a strong example of effective collaboration across partners. It also highlights the capability and impact of the Flood Risk Management Projects team in delivering targeted, high<span data-contrast=\"auto\">\u2011<span data-contrast=\"auto\">value local interventions.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p>Updated: March 2026<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac10\" id=\"head10\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac10\">Property Level Flood Resilience (PFR) <\/a><div id=\"mac10\" aria-labelledby=\"head10\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>DCC&#8217;s PFR funding scheme will continue to be available for property owners to request financial support for the installation of PFR measure to make their properties more resilient to flooding.<\/p>\n<p>PFR Scheme have been completed between 2020 and 2025 in the following locations; Axminster Millbrook area &#8211; nine properties, Cullompton &#8211; 13 properties, Harbertonford &#8211; four properties, Ottery St Mary &#8211; five properties, Stokeinteignhead &#8211; 33 properties.<\/p>\n<p>Ongoing PFR schemes as of 2025 continue in Barnstaple, Broadhempston, Colaton Raleigh, Exeter Longbrook St and South Pool.<\/p>\n<h4>Colaton Raleigh and Broadhempston <span class=\"TextRun SCXW19621275 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"auto\"><span class=\"NormalTextRun SCXW19621275 BCX8\">(Rural <span class=\"NormalTextRun SCXW19621275 BCX8\">Property Level Flood Resilience<span class=\"NormalTextRun SCXW19621275 BCX8\"> (<span class=\"NormalTextRun SCXW19621275 BCX8\">PFR<span class=\"NormalTextRun SCXW19621275 BCX8\">)<span class=\"NormalTextRun SCXW19621275 BCX8\"> Scheme)<span class=\"EOP SCXW19621275 BCX8\" data-ccp-props=\"{}\">\u00a0<\/h4>\n<p><span data-contrast=\"none\">The flood prevention initiative originally planned for Colaton Raleigh was temporarily paused following the severe flooding in 2023. This pause allowed us to reassess the scope of the project and extend support to additional properties that were also affected by the flooding.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><figure id=\"attachment_3632\" aria-describedby=\"caption-attachment-3632\" style=\"width: 1159px\" class=\"wp-caption alignnone\"><img decoding=\"async\" class=\"wp-image-3632 size-full\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/Presentation1.jpg\" alt=\"\" width=\"1159\" height=\"509\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/Presentation1.jpg 1159w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/Presentation1-300x132.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/Presentation1-800x351.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/Presentation1-768x337.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/Presentation1-640x281.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/07\/Presentation1-570x250.jpg 570w\" sizes=\"(max-width: 1159px) 100vw, 1159px\" \/><figcaption id=\"caption-attachment-3632\" class=\"wp-caption-text\">Impact of flooding in Colaton Raleigh, May 2023 (local resident)<\/figcaption><\/figure><\/p>\n<p><span data-contrast=\"none\">Initially, the scheme was designed to protect 9 properties. However, as further assessments were conducted and more flood-impacted homes were identified, the number of eligible properties interested in the scheme increased significantly to 25. To enhance the overall viability and cost-effectiveness of the project, we made the strategic decision to combine this scheme with a separate flood prevention initiative targeting 5 properties in Broadhempston.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"none\">By merging the two schemes, we are now able to deliver flood risk reduction measures to a total of 30 properties across both communities. This integrated approach not only maximizes the impact of available resources but also ensures a more resilient and comprehensive response to future flood events.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"none\">There are a number of Listed Buildings in these communities which may delay delivery on those specific properties whilst Listed Building Consent (LBC) is obtained, however it is hoped properties that won\u2019t require LBC will be delivered this calendar year.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"none\">With the help of the Parish Council improved engagement with the community has occurred and we are now in a position to proceed with finalising the details and arranging the manufacture of the bespoke flood improvements.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<h4><span class=\"TextRun SCXW245747831 BCX8\" lang=\"EN-GB\" xml:lang=\"EN-GB\" data-contrast=\"none\"><span class=\"NormalTextRun SCXW245747831 BCX8\">South Pool and <span class=\"NormalTextRun SpellingErrorV2Themed SpellingErrorHighlight SCXW245747831 BCX8\">Longbrook<span class=\"NormalTextRun SCXW245747831 BCX8\"> Street, Exeter PFR Schemes<span class=\"EOP SCXW245747831 BCX8\" data-ccp-props=\"{}\">\u00a0<\/h4>\n<p><span data-contrast=\"none\">We are pleased to confirm that the PFR products are now in the manufacturing stage. Installation is scheduled to begin shortly, with the aim of completing all works by the end of summer 2025.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"none\">This is very welcome news for the residents who have waited many years to reach this point and have suffered several repeat flooding incidents in the meantime. The biggest challenge and reason for the significant delay was due to the properties being listed buildings and the need to satisfy the conservation officers at the second-tier authorities.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p><span data-contrast=\"none\">In order to meet the requirements for Listed Buildings, all PFR measures, including doors, are being custom-made from timber. This bespoke approach ensures that each installation complements the historical and architectural character of the properties. While this level of customisation is essential to preserving the integrity of these heritage homes, it is also a time-intensive process, as each product must be carefully crafted to meet both functional and aesthetic standards.<span data-ccp-props=\"{}\">\u00a0<\/p>\n<p>Updated: July 2025<\/p>\n<\/div><\/div><\/li><\/ul>\n<h2>Historic case studies<\/h2>\n<ul class=\"accordion \" data-accordion data-allow-all-closed=\"true\" data-multi-expand=\"true\" ><li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac7\" id=\"head7\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac7\">Branscombe Case Study <\/a><div id=\"mac7\" aria-labelledby=\"head7\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><img decoding=\"async\" class=\"size-medium wp-image-1790 alignright\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-Map-300x222.png\" alt=\"Map showing location of Branscombe site\" width=\"300\" height=\"222\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-Map-300x222.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-Map.png 409w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>The Street area of Branscombe is a small rural community situated 15 miles east of Exeter in East Devon. The natural topography for the area is such that the catchment has a long and narrow appearance which runs in a northwest \/ southeast direction and is approximately 1.8km2. The catchment elevation ranges from 170m AOD at its northern most point to less than 75m AOD in the village to the south. The site is flanked on both sides by steep slopes which converge on to the Street area of Branscombe<\/p>\n<p>The main flood risk for Street originates from the large quantities of surface water run-off from higher ground; the primary flow route originates from the fields onto the highway and into Street. There are 20 residential properties at risk of flooding in Street and one public house which is key to the community.<\/p>\n<p>The Street area of Branscombe has been repeatedly flooded in the last 5 years resulting in properties being flooded internally. Flood events in 2012 resulted in seven properties suffering internal flooding on three separate occasions. This has placed the Street area of Branscombe in the top five of locations that Devon County Council Flood Risk Management (DCC FRM) are investigating to reduce the level of flood risk.<\/p>\n<p><figure id=\"attachment_1792\" aria-describedby=\"caption-attachment-1792\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1792\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-flow-paths-300x152.png\" alt=\"Map showing Branscombe flow paths\" width=\"300\" height=\"152\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-flow-paths-300x152.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-flow-paths-640x324.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-flow-paths.png 703w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1792\" class=\"wp-caption-text\">Flow Paths<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_1791\" aria-describedby=\"caption-attachment-1791\" style=\"width: 249px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\" wp-image-1791\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-flooding-300x190.png\" alt=\"Map showing Branscombe flooding\" width=\"249\" height=\"158\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-flooding-300x190.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Branscombe-flooding.png 438w\" sizes=\"(max-width: 249px) 100vw, 249px\" \/><figcaption id=\"caption-attachment-1791\" class=\"wp-caption-text\">Flooding<\/figcaption><\/figure><\/p>\n<p>Following the flooding DCC FRM worked closely with the Environment Agencies\u2019 East Devon, Land and Water Team to explore the possibilities to reduce the flood risk to the area. The resultant scheme devised by DCC FRM incorporates the installation of a new 450mm\/525mm flood relief culvert through the village centre as well as land owner engagement upstream to improve farming and land management techniques.<\/p>\n<p>The scheme has been estimated at approximately \u00a3180,000 inclusive of contingency and risk with the potential benefits calculated to \u00a3900,000 using the Multi Coloured Handbook. The scheme will be part funded with a \u00a325,000 contribution from DCC Highways and a \u00a370,000 contribution from DCC Flood Risk Management as the Lead Local Flood Authority. A Project Appraisal Report produced in house by DCC FRM was developed to successfully gain almost \u00a385,000 Flood Defence Grant in Aid (FDGiA) through the Medium-Term Plan.<\/p>\n<p><figure id=\"attachment_1793\" aria-describedby=\"caption-attachment-1793\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1793\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Holmcourt-Diversion-300x209.png\" alt=\"Map showing Holmcourt Diversion\" width=\"300\" height=\"209\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Holmcourt-Diversion-300x209.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Holmcourt-Diversion.png 371w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1793\" class=\"wp-caption-text\">Holmcourt Diversion<\/figcaption><\/figure><\/p>\n<p>Proposals include the creation of a diversion pipe behind Holmcourt; this will intercept flows running down Berry Hill and pass the water downstream of residential property.<\/p>\n<p>The project was initially scheduled to be commenced in the 2015\/2016 financial year but was accelerated in its timescale due to the opportunity arising to share a road closure with the South West Water clean water team who were replacing a water main to the north of Street. This opportunity will not only save costs but minimise disruption to the residents. Otherwise two back to back road closures will be required with the potential disruption for over six months of consecutive engineering works.<\/p>\n<p>The contractor is engaged and a road closure is in place for a start date in mid-November.<\/p>\n<p>DCC FRM is committed to this project and views it as a good example of partnership working for the delivery of a scheme which will give a real world benefit to a rural community which suffers from internal flooding on a regular basis.<\/p>\n<p><figure id=\"attachment_1795\" aria-describedby=\"caption-attachment-1795\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1795\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Fountain-Head-Flood-Relief-Culvert-1-300x209.jpg\" alt=\"Fountain Head Flood Relief Culvert\" width=\"300\" height=\"209\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Fountain-Head-Flood-Relief-Culvert-1-300x209.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Fountain-Head-Flood-Relief-Culvert-1.jpg 399w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1795\" class=\"wp-caption-text\">Fountain Head Flood Relief Culvert<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_1794\" aria-describedby=\"caption-attachment-1794\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1794\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Fountain-Head-Flood-Relief-Culvert-2-300x207.jpg\" alt=\"Fountain Head Flood Relief Culvert\" width=\"300\" height=\"207\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Fountain-Head-Flood-Relief-Culvert-2-300x207.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Fountain-Head-Flood-Relief-Culvert-2.jpg 385w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1794\" class=\"wp-caption-text\">Fountain Head Flood Relief Culvert<\/figcaption><\/figure><\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac8\" id=\"head8\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac8\">Luton, Broadhembury Parish \u2013 Community Flood Scheme <\/a><div id=\"mac8\" aria-labelledby=\"head8\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><a href=\"https:\/\/devoncc.sharepoint.com\/sites\/PublicDocs\/Planning\/FloodRisk\/Flood%20Schemes\/Luton%20Community%20Flood%20Alleviation%20Scheme.pdf?&amp;originalPath=aHR0cHM6Ly9kZXZvbmNjLnNoYXJlcG9pbnQuY29tLzpiOi9zL1B1YmxpY0RvY3MvUGxhbm5pbmcvRVNJcE5wM2pNalpGcjFGQXF6NGxRS0VCWW5qU1g1NnptdWhsOVVRSEREd2VaUT9ydGltZT0yR1BfMlJwYjJFZw\" rel=\"noopener\">Luton, Broadhembury Parish \u2013 Community Flood Scheme Case Study<\/a><\/p>\n<p>Luton is a small Hamlet in the Parish of Broadhembury in East Devon. It sits alongside an unnamed ordinary watercourse, which eventually flows down to the Main River Tale. Due to the local topography of the surrounding fields and roads that lead down to Luton, it is particularly vulnerable to surface water flooding.<\/p>\n<p><figure id=\"attachment_1798\" aria-describedby=\"caption-attachment-1798\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"wp-image-1798 size-medium\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Surface-water-on-Wilderness-Lane-before-the-flood-scheme.-300x225.jpg\" alt=\"Photo showing surface water flooding on Wilderness Lane\" width=\"300\" height=\"225\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Surface-water-on-Wilderness-Lane-before-the-flood-scheme.-300x225.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Surface-water-on-Wilderness-Lane-before-the-flood-scheme.-640x480.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Surface-water-on-Wilderness-Lane-before-the-flood-scheme..jpg 691w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1798\" class=\"wp-caption-text\">Surface water on Wilderness Lane before the flood scheme.<\/figcaption><\/figure><\/p>\n<p>Luton has been threatened by surface water flooding in recent years, with the nearby roads, gardens and driveways flooded and in one case a near miss to property. It was found that after heavy rainfall these flows were generated in Wilderness Lane, where surface runoff from surrounding fields contributed to flows along the road, eroding and damaging the surface. Flows would then continue down the A373 towards Luton and across fields, following the topography down to nearby gardens and houses of Luton to collect in a large \u2018lake\u2019 in the field. Further flows also found their way down other pathways and tracks into Luton.<\/p>\n<p>Following the flooding in Luton during the heavy rainfall and storms of February 2014, the local community decided to take action and to work together and in partnership with Devon County Council to put measures in place to reduce the flood risk.<\/p>\n<p>The resulting flood alleviation scheme was developed and designed by local residents and supported by local land owners.<\/p>\n<p>Phase 1 of the scheme is designed to divert surface water that was running down Wilderness Lane through a newly installed pipe and into the watercourse before it can travel down the main road and into Luton.<\/p>\n<p>Phase 2 diverts water in another location across locally owned fields and into the river to the North East of Haskins Farm.<\/p>\n<p>It is believed that the scheme will divert approximately 70-80% of the surface water into the watercourse before reaching Luton.<\/p>\n<p>The Parish came to Devon County Council with their proposals for the flood alleviation scheme. Highways and the Flood Risk Team were together able to provide \u00a37,000 towards the scheme and the community did the rest, working with the local land owners and employing local contractors to carry out the work.<\/p>\n<p>These works have already made a noticeable difference to the community and shows what can be done cost effectively through community engagement.<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac9\" id=\"head9\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac9\">Axminster Millbrook Flood Alleviation Scheme <\/a><div id=\"mac9\" aria-labelledby=\"head9\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><figure id=\"attachment_3668\" aria-describedby=\"caption-attachment-3668\" style=\"width: 292px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"wp-image-3668\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1-300x226.jpg\" alt=\"Old Willhay Lane culvert viewed from the river. Brick arched structure over the flowing water\" width=\"292\" height=\"220\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1-300x226.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1-796x600.jpg 796w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1-768x579.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1-640x480.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1-320x240.jpg 320w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1-420x315.jpg 420w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-1.jpg 955w\" sizes=\"(max-width: 292px) 100vw, 292px\" \/><figcaption id=\"caption-attachment-3668\" class=\"wp-caption-text\">Old Willhay Lane culvert<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_1801\" aria-describedby=\"caption-attachment-1801\" style=\"width: 260px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"wp-image-1801\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Axminster-1-in-100-year-flood-model-300x255.png\" alt=\"Map showing Axminster 1 in 100-year flood model\" width=\"260\" height=\"221\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Axminster-1-in-100-year-flood-model-300x255.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Axminster-1-in-100-year-flood-model-640x545.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Axminster-1-in-100-year-flood-model.png 667w\" sizes=\"(max-width: 260px) 100vw, 260px\" \/><figcaption id=\"caption-attachment-1801\" class=\"wp-caption-text\">Modelled flood extents<\/figcaption><\/figure><\/p>\n<p>During the summer floods of 2012, over 40 properties were affected by internal flooding in the Cricketers \/ Willhay Lane area of Axminster, with depths of up to 900mm recorded. The main flood risk from the Millbrook originates from a culvert which passes water under Willhay Lane that not only restricts flow but has the potential to cause blockage.<\/p>\n<p>Following these floods Devon County Council Flood Risk Management, working in partnership with the Environment Agency and Network Rail commissioned a large 1D-2D flood study. The study identified over 100 properties at risk of flooding in a 100 year event resulting from the surcharging of this structure on the Millbrook.<\/p>\n<p>Following receipt of the flood study we commissioned our internal Engineering Design Group to investigate options in order to increase the flow capacity of the Willhay Lane culvert whilst ensuring the risk of flooding is not increased elsewhere. The proposal was developed utilising local knowledge of residents who experienced the flood first hand.<\/p>\n<p><figure id=\"attachment_3669\" aria-describedby=\"caption-attachment-3669\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3669 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-800x573.jpg\" alt=\"Plan showing the general arrangement of the scheme\" width=\"800\" height=\"573\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-800x573.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-300x215.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-768x550.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-640x458.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2.jpg 1006w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3669\" class=\"wp-caption-text\">Scheme general arrangement<\/figcaption><\/figure><\/p>\n<p>The proposed works were passed in order to maximise the chance to deliver a scheme at the earliest opportunity. Phase 1 involved the construction of a 100m long flood wall and flood embankment. This is \u00a0located on the southern bank of the Millbrook, upstream of the culvert in order to remove the flow path that allows water to pass into the at risk residential area. Phase 2 involved the removal of the restrictive culvert at Willhay Lane; this was enlarged and extended so that it connected into a Network Rail culvert assembly. This allows the efficiency of the flow to be maximised as well as reducing the risk of spill and increasing the resilience of the main Waterloo Line from the South West.<\/p>\n<p>Construction of the works came with some significant challenges, mainly working in such close proximity to the railway and residential property. It was therefore vital that our design took into consideration the buildability of the works in light of these constraints. Such an example was working at night to minimise the impact on railway infrastructure and by employing the use of specialist piling rigs that minimises vibrations when inserting sheet piles.<\/p>\n<p><figure id=\"attachment_3670\" aria-describedby=\"caption-attachment-3670\" style=\"width: 798px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3670 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1-798x600.jpg\" alt=\"A digger and construction workers working on the construction site near the Waterloo railway line during the night\" width=\"798\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1-798x600.jpg 798w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1-300x225.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1-768x577.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1-640x480.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1-320x240.jpg 320w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1-420x315.jpg 420w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-1.jpg 958w\" sizes=\"(max-width: 798px) 100vw, 798px\" \/><figcaption id=\"caption-attachment-3670\" class=\"wp-caption-text\">Night works in close proximity to the main Waterloo rail line<\/figcaption><\/figure><\/p>\n<p>An other important element of the works was to ensure that fish and eel passage was not negatively impacted. As a result a low flow channel and baffles were installed in the invert of the new culvert to concentrate the flows and give fish assistance when swimming upstream.<\/p>\n<p><figure id=\"attachment_3671\" aria-describedby=\"caption-attachment-3671\" style=\"width: 795px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3671 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-1-795x600.jpg\" alt=\"\" width=\"795\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-1-795x600.jpg 795w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-1-300x226.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-1-768x580.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-1-640x483.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-1.jpg 954w\" sizes=\"(max-width: 795px) 100vw, 795px\" \/><figcaption id=\"caption-attachment-3671\" class=\"wp-caption-text\">Width of the new culvert complete with baffles to aid fish passage<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_3673\" aria-describedby=\"caption-attachment-3673\" style=\"width: 795px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3673 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-2-795x600.jpg\" alt=\"The new culvert viewed from the river. Larger than the previous image of the original culvert\" width=\"795\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-2-795x600.jpg 795w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-2-300x226.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-2-768x580.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-2-640x483.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-2.jpg 954w\" sizes=\"(max-width: 795px) 100vw, 795px\" \/><figcaption id=\"caption-attachment-3673\" class=\"wp-caption-text\">Inlet of newly constructed culvert with a significantly increased capacity<\/figcaption><\/figure><\/p>\n<p>The scheme, completed in 2019 gives a great example of partnership working from the initial study with the Environment Agency and Network Rail, to the development of the preferred solution with the EA, NR, local residents and the Axminster Town Council.<\/p>\n<p>Updated: September 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac10\" id=\"head10\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac10\">Moreton Park Road, Bideford <\/a><div id=\"mac10\" aria-labelledby=\"head10\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>The \u00a3300k scheme to repair a section of collapsed culvert at Moreton Park Road, Bideford was completed in August 2018. The culvert runs under several private gardens and the collapse resulted in the creation of a sinkhole which posed a flood risk to the nearby properties. The repair work involved evacuating and replacing 76m of damaged and collapsed culvert.<\/p>\n<p><figure id=\"attachment_1805\" aria-describedby=\"caption-attachment-1805\" style=\"width: 242px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\" wp-image-1805\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-flood-scheme.png\" alt=\"Map showing Location of flood scheme\" width=\"242\" height=\"194\" \/><figcaption id=\"caption-attachment-1805\" class=\"wp-caption-text\">Location of flood scheme<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_1806\" aria-describedby=\"caption-attachment-1806\" style=\"width: 274px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\" wp-image-1806\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Collapsed-culvert-300x213.jpg\" alt=\"Photo showing CCTV image of Collapsed culvert\" width=\"274\" height=\"195\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Collapsed-culvert-300x213.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Collapsed-culvert-800x568.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Collapsed-culvert-768x545.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Collapsed-culvert-640x455.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Collapsed-culvert.jpg 887w\" sizes=\"(max-width: 274px) 100vw, 274px\" \/><figcaption id=\"caption-attachment-1806\" class=\"wp-caption-text\">Collapsed culvert<\/figcaption><\/figure><\/p>\n<p>As the culverted watercourse runs through private land it is the responsibility of the riparian owner to ensure the watercourse is free-flowing and clear of blockages. However, due to the complexity of the works and the culvert crossing under several landownerships, Devon County Council deemed it unrealistic and unsafe to expect the riparian landowners to undertake the work in isolation. Devon County Council therefore coordinated and contributed significantly to the repair of the culvert improvement alongside a private insurance contribution and Flood Risk Grant in Aid. Work was completed in June 2018, with maintenance responsibilities now passed back to the landowners.<\/p>\n<p><figure id=\"attachment_1807\" aria-describedby=\"caption-attachment-1807\" style=\"width: 192px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"wp-image-1807 \" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Installation-of-new-culvert-e1600862123595-225x300.jpg\" alt=\"Photo of culvert being installed\" width=\"192\" height=\"256\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Installation-of-new-culvert-e1600862123595-225x300.jpg 225w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Installation-of-new-culvert-e1600862123595-450x600.jpg 450w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Installation-of-new-culvert-e1600862123595.jpg 589w\" sizes=\"(max-width: 192px) 100vw, 192px\" \/><figcaption id=\"caption-attachment-1807\" class=\"wp-caption-text\">Installation of new culvert<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_1808\" aria-describedby=\"caption-attachment-1808\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1808\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/repair-and-replacement-of-culvert-300x225.jpg\" alt=\"Photo showing material for new culvert\" width=\"300\" height=\"225\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/repair-and-replacement-of-culvert-300x225.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/repair-and-replacement-of-culvert-768x576.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/repair-and-replacement-of-culvert-640x480.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/repair-and-replacement-of-culvert.jpg 777w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1808\" class=\"wp-caption-text\">Repair and replacement of culvert<\/figcaption><\/figure><\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac11\" id=\"head11\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac11\">Braunton Case Study <\/a><div id=\"mac11\" aria-labelledby=\"head11\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><figure id=\"attachment_1810\" aria-describedby=\"caption-attachment-1810\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1810\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-flood-scheme-location-300x253.png\" alt=\"Map showing the location of Braunton flood scheme location\" width=\"300\" height=\"253\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-flood-scheme-location-300x253.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-flood-scheme-location.png 370w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1810\" class=\"wp-caption-text\">Braunton flood scheme location<\/figcaption><\/figure><\/p>\n<p>Braunton is a large village approximately 7km northwest of Barnstaple in North Devon. The village is situated either side of the River Caen which flows from north to south through the village.<\/p>\n<p>Braunton has a history of major flood events with up to 45 properties flooded in December 2004 from overtopping of the River Caen, at least 4 commercial properties flooded internally in July 2011, due to excess surface water and most significantly in December 2012 when 65 domestic and commercial properties suffered internal flooding from a combination of surface water runoff and the River Caen overtopping. As a result there was a significant response and recovery effort including a flood drop-in event in January 2013 and a subsequent flood fair in March for local residents.<\/p>\n<h4>Main River Flood Defence Scheme<\/h4>\n<p><figure id=\"attachment_1811\" aria-describedby=\"caption-attachment-1811\" style=\"width: 163px\" class=\"wp-caption alignright\"><img decoding=\"async\" class=\" wp-image-1811\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-December-2012-flooding-300x300.jpg\" alt=\"Photo showing flooding in Braunton December 2012\" width=\"163\" height=\"163\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-December-2012-flooding-300x300.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-December-2012-flooding-601x600.jpg 601w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-December-2012-flooding-150x150.jpg 150w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Braunton-December-2012-flooding.jpg 623w\" sizes=\"(max-width: 163px) 100vw, 163px\" \/><figcaption id=\"caption-attachment-1811\" class=\"wp-caption-text\">Braunton December 2012 flooding<\/figcaption><\/figure><\/p>\n<p>The Environment Agency completed a \u00a31.2 million flood defence scheme on the River Caen in early 2012 and following the December 2012 flood events carried out additional channel management work to improve the operation of the scheme involving major vegetation and tree clearance, additional bank repairs and further defence improvements.<\/p>\n<h4>Highway Flood Investigations<\/h4>\n<p>Collaborative working between Devon County Council\u2019s Flood Risk Management and Highway teams has investigated a number of surface water issues that are impacting on the highway drainage systems. Reports have been produced for the Caen Street and St Brannock&#8217;s Hill areas of Braunton.<\/p>\n<h4>Surface Water Management Plan<\/h4>\n<p>A full Surface Water Management Plan has been produced for Braunton in partnership and collaboration with the Lead Local Flood Authority, Highways, District Council, Environment Agency, South West Water, Parish Council and local resident representatives. The final report has documented a number of recommendations that will now be reviewed in line with other priorities and funding opportunities. Possibilities for partnership funding contributions will need to be considered between the relevant Risk Management Authorities and key stakeholders to support the funding bid for Flood Defence Grant in Aid which has been submitted and, subject to satisfactory approvals, available for drawing down in 2015\/16.<\/p>\n<h4>Pathfinder Project<\/h4>\n<p>In March 2013 Devon County Council were awarded funding through the Flood Resilience Community Pathfinder Project with Braunton chosen as one of 24 communities in Devon. To date, a number of key achievements have been made:<\/p>\n<ul>\n<li>Updated Emergency Plan \u2013 Tested with the relevant authorities in January 2014 and adopted by the Parish Council in February. Braunton were the first community in Devon to have an Emergency Plan in place.<\/li>\n<li>A big part of the Emergency Plan was the new early warning system the Rotary Club developed.<\/li>\n<li>A good working relationship and partnership between all of the relevant emergency and community authorities has successfully been developed.<\/li>\n<li>A number of retail outlets now display flood and emergency news to the community on electronic noticeboards.<\/li>\n<li>The local flood group have purchased 4 sand bunkers containing sand, sandbags and plastic sheets.<\/li>\n<li>A flood warden scheme has started up.<\/li>\n<li>A greater knowledge and understanding of the Environment Agency\u2019s river levels station data.<\/li>\n<\/ul>\n<p><figure id=\"attachment_1728\" aria-describedby=\"caption-attachment-1728\" style=\"width: 351px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\" wp-image-1728\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Community-Emergency-Plan-desktop-exercise-in-Braunton-300x169.png\" alt=\"Photo of individuals around table discussing community emergency plan\" width=\"351\" height=\"198\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Community-Emergency-Plan-desktop-exercise-in-Braunton-300x169.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Community-Emergency-Plan-desktop-exercise-in-Braunton-640x361.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Community-Emergency-Plan-desktop-exercise-in-Braunton.png 655w\" sizes=\"(max-width: 351px) 100vw, 351px\" \/><figcaption id=\"caption-attachment-1728\" class=\"wp-caption-text\">Community Emergency Plan desktop exercise in Braunton<\/figcaption><\/figure><\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac12\" id=\"head12\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac12\">Uplyme <\/a><div id=\"mac12\" aria-labelledby=\"head12\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><figure id=\"attachment_1814\" aria-describedby=\"caption-attachment-1814\" style=\"width: 300px\" class=\"wp-caption alignright\"><img decoding=\"async\" class=\"size-medium wp-image-1814\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-scheme-location-300x242.png\" alt=\"Map showing location of Uplyme flood scheme location\" width=\"300\" height=\"242\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-scheme-location-300x242.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-scheme-location.png 426w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1814\" class=\"wp-caption-text\">Uplyme flood scheme location<\/figcaption><\/figure><\/p>\n<p>Uplyme is a village in East Devon on the Devon-Dorset border. The main river, River Lim runs through Uplyme in an east-west direction with a number of ordinary watercourses feeding into it across the village. The geology of the surrounding area includes flinty superficial deposits which easily wash into the surrounding drainage systems during periods of high runoff.<\/p>\n<p>Uplyme is subject to regular flooding, often with multiple flood events in the same year such as in 2012. Flooding affects both residential and commercial properties and can damage critical infrastructure. 2012 saw flooding on four separate occasions each causing multiple properties to flood internally. Since then flooding has also occurred in 2013 and 2016. Flood risk is driven by the blockage of inadequately sized culverts and is exacerbated by the silting up of downstream systems.<\/p>\n<p>The Uplyme flood improvement works which were undertaken in spring 2018 were funded by Devon County Council, East Devon District Council, Local Levy and Flood Risk Grant in Aid.<\/p>\n<p>Work that was carried out at Uplyme includes a series of new culverts placed in the village along the watercourse from Cooks Mead to north of the village hall. This will alleviate some of the pressure on existing culvers that have insufficient capacity and carry flood water away from the village centre which suffers the greatest risk of flooding.<\/p>\n<p><figure id=\"attachment_1815\" aria-describedby=\"caption-attachment-1815\" style=\"width: 452px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-1815\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-alleviation-scheme-plan-300x255.png\" alt=\"Map showing plans for Uplyme flood alleviation scheme\" width=\"452\" height=\"384\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-alleviation-scheme-plan-300x255.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-alleviation-scheme-plan-705x600.png 705w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-alleviation-scheme-plan-640x545.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Uplyme-flood-alleviation-scheme-plan.png 726w\" sizes=\"(max-width: 452px) 100vw, 452px\" \/><figcaption id=\"caption-attachment-1815\" class=\"wp-caption-text\">Uplyme flood alleviation scheme plan<\/figcaption><\/figure><\/p>\n<p>Just north of the village and Pound Lane, there are silt traps that were installed in 2016. The scheme has extended these silt traps and installed watercourse check weirs further up this watercourse to help alleviate pressure and silting up of the newly enlarged culverts further down the village.<\/p>\n<p><figure id=\"attachment_1816\" aria-describedby=\"caption-attachment-1816\" style=\"width: 224px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1816\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-silt-traps-224x300.jpg\" alt=\"Photo showing new silt traps\" width=\"224\" height=\"300\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-silt-traps-224x300.jpg 224w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-silt-traps-449x600.jpg 449w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-silt-traps.jpg 490w\" sizes=\"(max-width: 224px) 100vw, 224px\" \/><figcaption id=\"caption-attachment-1816\" class=\"wp-caption-text\">New silt traps<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_1817\" aria-describedby=\"caption-attachment-1817\" style=\"width: 225px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"size-medium wp-image-1817\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-culvert-system-225x300.jpg\" alt=\"Photo showing new culvert system being installed\" width=\"225\" height=\"300\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-culvert-system-225x300.jpg 225w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-culvert-system-450x600.jpg 450w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/New-culvert-system.jpg 474w\" sizes=\"(max-width: 225px) 100vw, 225px\" \/><figcaption id=\"caption-attachment-1817\" class=\"wp-caption-text\">New culvert system<\/figcaption><\/figure><\/p>\n<p>The scheme will better protect 10 residential and 2 commercial properties up to the 1 in 100-year flood event. Devon County Council will be responsible for maintenance of the culverts with the parish council managing the silt traps.<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac13\" id=\"head13\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac13\">Aveton Gifford \u2013 Parsons Brook Case Study <\/a><div id=\"mac13\" aria-labelledby=\"head13\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><figure id=\"attachment_1820\" aria-describedby=\"caption-attachment-1820\" style=\"width: 300px\" class=\"wp-caption alignright\"><img decoding=\"async\" class=\"size-medium wp-image-1820\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-fllood-scheme-300x221.png\" alt=\"Map showing Location of flood scheme\" width=\"300\" height=\"221\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-fllood-scheme-300x221.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-fllood-scheme.png 304w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-1820\" class=\"wp-caption-text\">Location of flood scheme<\/figcaption><\/figure><\/p>\n<p>Aveton Gifford is a small rural village situated 16 miles South East of Plymouth in the South Hams,\u00a0 at the head of the estuary of the River Avon.<\/p>\n<p>The village is dissected by the Parsons Brook, an ordinary watercourse, which is culverted and bridged at a number of points in the village.<\/p>\n<p>Following the extreme rainfall over much of Devon in 2012, a number of properties in Aveton Gifford were flooded to depths of over 900mm in July and again just days before Christmas after the initial repair works had been completed. Some residents were forced out of their homes for nearly 12 months due to these repeated flood events.<\/p>\n<p>After being made aware of the extreme impact and frequency of flooding Devon County Council\u2019s Flood Risk Management (DCC FRM) team commissioned a study, confirming that the existing culvert arrangement under the old A379 at Tree Corner, was prone to blockage causing a backing up of flows resulting in flooding. An initial design to enlarge the existing culvert, reducing the possibility of blockage, was considered and evaluated to ensure that it would not result in an increased flood risk downstream.<\/p>\n<p>Funding through the Flood Defence Grant in Aid process would have required time and a fully detailed robust scheme with appropriate cost-benefit, however the frequency and depth of flooding identified this as a high priority and urgent action was required. Funding was therefore sourced locally with the large proportion being secured through Local Levy and DCC FRM. Contributions were also provided by the affected and subsequently benefitting residents and the Parish Council to ensure the scheme was delivered promptly.<\/p>\n<p><figure id=\"attachment_1821\" aria-describedby=\"caption-attachment-1821\" style=\"width: 352px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\" wp-image-1821\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Residents-at-Tree-Corner-300x223.jpg\" alt=\"Photo of residents in floods at Tree Corner\" width=\"352\" height=\"262\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Residents-at-Tree-Corner-300x223.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Residents-at-Tree-Corner-640x477.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Residents-at-Tree-Corner.jpg 705w\" sizes=\"(max-width: 352px) 100vw, 352px\" \/><figcaption id=\"caption-attachment-1821\" class=\"wp-caption-text\">Residents at Tree Corner<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_1822\" aria-describedby=\"caption-attachment-1822\" style=\"width: 323px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\" wp-image-1822\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Parsons-Brook-300x230.png\" alt=\"Map showing the culvert and Parsons Brook\" width=\"323\" height=\"248\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Parsons-Brook-300x230.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Parsons-Brook.png 328w\" sizes=\"(max-width: 323px) 100vw, 323px\" \/><figcaption id=\"caption-attachment-1822\" class=\"wp-caption-text\">Parsons Brook<\/figcaption><\/figure><\/p>\n<p>Once funding had been secured by the FRM team at the end of September, it was apparent through communications with DCC\u2019s bridges team that there was a high possibility of commencing works in October by engaging our term contractor South West Highways. A month of high intensity work carried out by the FRM\u2019s newly appointed Project Engineer, with assistance from other FRM team members enabled the scheme to be designed and all agreements put in place to allow works to progress at such short notice.<\/p>\n<p><figure id=\"attachment_1823\" aria-describedby=\"caption-attachment-1823\" style=\"width: 380px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-1823 \" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/DCC-Scheme-drawing-e1600871085889-300x206.png\" alt=\"Diagram of DCC Scheme drawing\" width=\"380\" height=\"261\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/DCC-Scheme-drawing-e1600871085889-300x206.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/DCC-Scheme-drawing-e1600871085889-800x550.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/DCC-Scheme-drawing-e1600871085889-768x528.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/DCC-Scheme-drawing-e1600871085889-640x440.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/DCC-Scheme-drawing-e1600871085889.png 1337w\" sizes=\"(max-width: 380px) 100vw, 380px\" \/><figcaption id=\"caption-attachment-1823\" class=\"wp-caption-text\">DCC Scheme drawing<\/figcaption><\/figure><\/p>\n<p>Works were completed on the 20th December 2013 and the project is a great example of collaborative working between key stakeholders and DCC FRM. The extract and photo below is taken from the Aveton Gifford Parish Council website and gives an update from the residents as to the effectiveness of the scheme.<\/p>\n<h4>Update since the floods in January 2014.<\/h4>\n<p><img decoding=\"async\" class=\" wp-image-1824 alignleft\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/High-flowing-water-under-culvert.jpg\" alt=\"High flowing water under culvert\" width=\"268\" height=\"201\" \/>There were exceptionally high tides in the river from January 2nd through to January 5th, with onshore gales and low atmospheric pressure. Accompanying heavy rainfall and saturated ground meant that tides remained extremely high until the 7th.\u00a0 Work on enlarging the culvert under the bridge at Tree Corner was completed on 20th December, and in the three weeks following this it was proved to have made a noticeable difference. Frequent heavy rainfall quickly gave rise to similar conditions which caused the three nearby cottages to flood in past years, but the new culvert was able to cope with increased quantities of flood water, and Parson\u2019s Brook continued to flow.<\/p>\n<h4>Pathfinder Project<\/h4>\n<p>March 2013 Devon County Council were awarded funding through the Flood Resilience Community Pathfinder Project. Aveton Gifford was chosen as one of 24 communities in Devon. The project is design to support local communities to tackle flood resilience issues. As a result, a flood resilience group was set up involving many householders who have been affected, representatives from the Parish Council, the village hall, the schools, and several others. The group in conjunction with Devon County Council, South Hams District Council and the Environment Agency have or are in the process of:<\/p>\n<ul>\n<li>Identified the vulnerable areas and the causes of flooding in the parish.<\/li>\n<li>Understand what the threats are in terms of weather conditions.<\/li>\n<li>Understand what the threats are in terms of safety.<\/li>\n<li>Set up a local flood alert system.<\/li>\n<li>Raise awareness with the local communities of the risk of flooding, the danger of flood water and where the Community Emergency centre is via the local newsletter, social media and the Parish Website. Information on where sandbags are and how to use them, advise on keeping culvert, drains and gullies clear etc. and how to report blocked surface water drains with highways.<\/li>\n<li>Produced and tested a local community Emergency plan which contains a flood action plan.<\/li>\n<li>Purchased and installed a sand bag store.<\/li>\n<\/ul>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac14\" id=\"head14\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac14\">Ludbrook \u2013 Community Flood Scheme Case Study <\/a><div id=\"mac14\" aria-labelledby=\"head14\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p><img decoding=\"async\" class=\"size-medium wp-image-1832 alignright\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-Ludbrooke-flood-scheme-300x214.png\" alt=\"\" width=\"300\" height=\"214\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-Ludbrooke-flood-scheme-300x214.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-Ludbrooke-flood-scheme.png 535w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/>Ludbrook is a small rural hamlet situated 2 miles south east of Ivybridge in the South Hams, at the head of the estuary of the River Erme. The hamlet is dissected by the Ludbrook, an ordinary watercourse, which is bridged at a central point in village.<\/p>\n<p>Over the weekend of 7th and 8th July 2012, the South Hams and East Devon regions experienced intense rainfall resulting in the flooding of over 230 residential and commercial properties across Devon. Within the South Hams the rainfall was characterised by high intensities over a short duration with maximums of up to 97mm falling within the Avon catchment.<\/p>\n<p><img decoding=\"async\" class=\"alignnone wp-image-1828\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Map-of-rainfall-radar-data-300x211.jpg\" alt=\"Map of rainfall radar data\" width=\"240\" height=\"169\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Map-of-rainfall-radar-data-300x211.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Map-of-rainfall-radar-data.jpg 537w\" sizes=\"(max-width: 240px) 100vw, 240px\" \/> <img decoding=\"async\" class=\"alignnone wp-image-1829 \" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Flooding-in-Ludbrook-2-e1600872353402-300x213.jpg\" alt=\"Flooding in Ludbrook \" width=\"237\" height=\"168\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Flooding-in-Ludbrook-2-e1600872353402-300x213.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Flooding-in-Ludbrook-2-e1600872353402.jpg 585w\" sizes=\"(max-width: 237px) 100vw, 237px\" \/> <img decoding=\"async\" class=\"alignnone wp-image-1830\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Flooding-in-Ludbrook-1-300x208.png\" alt=\"Flooding in Ludbrook \" width=\"243\" height=\"168\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Flooding-in-Ludbrook-1-300x208.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Flooding-in-Ludbrook-1.png 543w\" sizes=\"(max-width: 243px) 100vw, 243px\" \/><\/p>\n<p>Following this extreme, intense rainfall, surface water flooded the Highway from Ludbrook Gate towards Elm Barn and the walled highways in effect, became river channels. The bridge at the centre of Ludbrook acted as a pinch point and caused the water from the Ludbrook to backup and flood both land and property. The flood water also resulted in a substantial amount of highway damage in the area.<\/p>\n<p>To prevent further damage to property, the residents at Ludbrook embarked on a community scheme to prevent further flooding. The scheme they designed included the installation of a triple flood relief culvert structure across the road to convey floodwater from the upstream of the road to an open lower field downstream. This would allow the open rural field to act as additional storage during flood events where water will then be stored in the field until levels drop in the stream and allow the floodwater to be passed back into the stream.<\/p>\n<p>The works were estimated to be over \u00a336,000 plus the highway reinstatement costs. The residents approached Devon County Flood Risk Management (FRM) team regarding funding and in partnership with the residents, it was agreed that the FRM team would make a \u00a310,000 contribution towards the community scheme, DCC Highways would carry out reinstatement of the highway and DCC bridges providing engineering advice to the designer and contractor. The balance of funding was provided by the affected residents.<\/p>\n<p><img decoding=\"async\" class=\" wp-image-1836 alignleft\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-culvert-300x170.png\" alt=\"Map showing location of culvert\" width=\"388\" height=\"220\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-culvert-300x170.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Location-of-culvert.png 591w\" sizes=\"(max-width: 388px) 100vw, 388px\" \/> <img decoding=\"async\" class=\"size-medium wp-image-1835 alignleft\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Photo-of-completed-culvert-300x225.png\" alt=\"Photo of completed culvert\" width=\"300\" height=\"225\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Photo-of-completed-culvert-300x225.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Photo-of-completed-culvert-640x480.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Photo-of-completed-culvert.png 685w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/p>\n<p>Once funding had been secured by the residents at the end of November 2012, construction started and works were completed by January 2013. The works successfully prevented repeated flooding following subsequent high intensity rainfall events in 2013 following its construction. The project is a great example of collaborative working between the community at Ludbrook and the various teams within Devon County Council.<\/p>\n<p><img decoding=\"async\" class=\"size-medium wp-image-1834 aligncenter\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Diagram-of-culvert-for-Ludbrook-e1600872845595-300x211.png\" alt=\"\" width=\"300\" height=\"211\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Diagram-of-culvert-for-Ludbrook-e1600872845595-300x211.png 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Diagram-of-culvert-for-Ludbrook-e1600872845595-800x563.png 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Diagram-of-culvert-for-Ludbrook-e1600872845595-768x540.png 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Diagram-of-culvert-for-Ludbrook-e1600872845595-640x450.png 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2020\/09\/Diagram-of-culvert-for-Ludbrook-e1600872845595.png 1056w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac15\" id=\"head15\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac15\">Modbury <\/a><div id=\"mac15\" aria-labelledby=\"head15\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>The Devon Market Town of Modbury had a long history of flood risk from the two watercourse that runs through and under it. The most significant recent event occurring twice in 2012 where over 30 properties flooded internally.<\/p>\n<p><figure id=\"attachment_3676\" aria-describedby=\"caption-attachment-3676\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3676 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-1-800x563.jpg\" alt=\"Flood water on Modbury high street, water depth reaches almost halfway up the shop window fronts\" width=\"800\" height=\"563\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-1-800x563.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-1-300x211.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-1-768x541.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-1-640x450.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/6-1.jpg 1023w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3676\" class=\"wp-caption-text\">Flooding in Modbury July 2012<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_3679\" aria-describedby=\"caption-attachment-3679\" style=\"width: 300px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"wp-image-3679 size-medium\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/7-300x233.jpg\" alt=\"Front page of the catchment study, reads &quot;Devon County Council, Modbury Catchment Study, Summary Report, 4 July 2013&quot;\" width=\"300\" height=\"233\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/7-300x233.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/7-773x600.jpg 773w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/7-768x597.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/7-640x497.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/7.jpg 927w\" sizes=\"(max-width: 300px) 100vw, 300px\" \/><figcaption id=\"caption-attachment-3679\" class=\"wp-caption-text\">Catchment study<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_3680\" aria-describedby=\"caption-attachment-3680\" style=\"width: 287px\" class=\"wp-caption alignleft\"><img decoding=\"async\" class=\"wp-image-3680\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/8-300x243.jpg\" alt=\"Front page of the design report, reads &quot;Modbury Flood Risk Management, Area 2 Bund Design Report, Document H15011-DOC-043&quot; \" width=\"287\" height=\"232\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/8-300x243.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/8-742x600.jpg 742w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/8-768x621.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/8-640x517.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/8.jpg 882w\" sizes=\"(max-width: 287px) 100vw, 287px\" \/><figcaption id=\"caption-attachment-3680\" class=\"wp-caption-text\">Design report<\/figcaption><\/figure><\/p>\n<p>As a result of this extensive flooding the Flood Risk Management team commissioned an extensive flood modelling exercise in order to fully understand the scale of the risk and determine if any effective and cost beneficial solutions could be identified for installation to improve the flood resilience of the community.<\/p>\n<p>As a result of the investigations it was determined the most suitable solution to protect the town was to create a series of above ground attenuation areas to store flood water in times of extreme rainfall.<\/p>\n<p>The scheme developed in consultation with local stakeholders comprised of three above ground storage areas and local drainage improvements that would improve the flood resilience to over 80 properties in the town. Benefits were also given to South West Waters network by reducing the volume of surface water entering the public sewerage system. This resulted in a financial contribution coming from them to support the works.<\/p>\n<p><figure id=\"attachment_3681\" aria-describedby=\"caption-attachment-3681\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3681 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/9-800x572.jpg\" alt=\"Planning document showing the scheme overview\" width=\"800\" height=\"572\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/9-800x572.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/9-300x215.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/9-768x549.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/9-640x458.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/9.jpg 977w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3681\" class=\"wp-caption-text\">Scheme overview<\/figcaption><\/figure><\/p>\n<p>A business case was produced and submitted to the Environment Agency in 2017 for the near \u00a31m of funding required to deliver the scheme. A planning application was then submitted and the works put out to tender.<\/p>\n<p>With planning approval granted and the work awarded to Wills Brothers Ltd, work commenced in Spring 2018.<\/p>\n<p><figure id=\"attachment_3682\" aria-describedby=\"caption-attachment-3682\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3682 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/10-800x233.jpg\" alt=\"Construction site with bunds being built\" width=\"800\" height=\"233\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/10-800x233.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/10-300x87.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/10-768x224.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/10-640x187.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/10.jpg 1280w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3682\" class=\"wp-caption-text\">Construction of flood bunds behind Back Street<\/figcaption><\/figure><\/p>\n<p><figure id=\"attachment_3683\" aria-describedby=\"caption-attachment-3683\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3683 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/11-800x228.jpg\" alt=\"Construction site with bund being built over a culvert\" width=\"800\" height=\"228\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/11-800x228.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/11-300x85.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/11-768x218.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/11-640x182.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/11.jpg 1276w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3683\" class=\"wp-caption-text\">Construction of bund behind Ayleston Park<\/figcaption><\/figure><\/p>\n<p>Construction of the bunds was completed in Spring of 2019 and has been operational since that date.<\/p>\n<p><figure id=\"attachment_3684\" aria-describedby=\"caption-attachment-3684\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3684 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/12-800x389.jpg\" alt=\"Complete bund, grass covered field with slope that makes up the bund. The outlet of the culvert is shown at the bottom of the slope\" width=\"800\" height=\"389\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/12-800x389.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/12-300x146.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/12-768x373.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/12-640x311.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/12.jpg 1280w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3684\" class=\"wp-caption-text\">Completed bund behind Ayleston Park<\/figcaption><\/figure><\/p>\n<p>The scheme is monitored by a telemetry system that notifies DCC when they are starting to fill with water and DCC has an action plan in place to follow if certain triggers have been met. Through monitoring the telemetry we are aware that the scheme has operated on numerous occasions since its installation, giving the town an increased standard of protection as a result.<\/p>\n<p>Updated: September 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac16\" id=\"head16\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac16\">Stokeinteignhead <\/a><div id=\"mac16\" aria-labelledby=\"head16\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>Situated in Teignbridge, the village of Stokeinteignhead has an extensive flood history, with the most recent notable event in 2012 where 15 properties flooded and many more protected themselves with sandbags.<\/p>\n<p><figure id=\"attachment_3687\" aria-describedby=\"caption-attachment-3687\" style=\"width: 732px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3687 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-2-732x600.jpg\" alt=\"Map showing the impact of the 2012 flooding event. 5 buildings marked as flooded, 10 buildings marked as action taken stopped flooding\" width=\"732\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-2-732x600.jpg 732w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-2-300x246.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-2-768x630.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-2-640x525.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/1-2.jpg 878w\" sizes=\"(max-width: 732px) 100vw, 732px\" \/><figcaption id=\"caption-attachment-3687\" class=\"wp-caption-text\">Impact of flooding in 2012 event<\/figcaption><\/figure><\/p>\n<p>As a result of the flooding, DCC took the lead on undertaking investigations to determine if any effective and cost beneficial solutions could be identified.<\/p>\n<p><figure id=\"attachment_3688\" aria-describedby=\"caption-attachment-3688\" style=\"width: 798px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3688 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1-798x600.jpg\" alt=\"A car driving through muddy flood water covering the road\" width=\"798\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1-798x600.jpg 798w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1-300x225.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1-768x577.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1-640x480.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1-320x240.jpg 320w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1-420x315.jpg 420w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/2-1.jpg 958w\" sizes=\"(max-width: 798px) 100vw, 798px\" \/><figcaption id=\"caption-attachment-3688\" class=\"wp-caption-text\">Flooding of Deane Road in 2014<\/figcaption><\/figure><\/p>\n<p>Initial options considered included upsizing culverts and creating above ground attenuation areas, however these were ruled out due to being unaffordable inline with DEFRAs Flood Defence Grant in Aid rules and requirements.<\/p>\n<p>As a result it was determined that the most suitable form of defence for the residents would be passive Property Level Flood Resilience measures, namely gates on the boundary walls of the properties. This coupled with some minor improvements to the highway drainage network would increase the resilience of the community by keeping water out of the properties at risk. A business case was produced on this basis.<\/p>\n<p><figure id=\"attachment_3689\" aria-describedby=\"caption-attachment-3689\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3689 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-2-800x436.jpg\" alt=\"Front page of the business case document with a map showing increasing flood risk in Stokeinteignhead\" width=\"800\" height=\"436\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-2-800x436.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-2-300x163.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-2-768x418.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-2-640x349.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/3-2.jpg 1280w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3689\" class=\"wp-caption-text\">Business Case document<\/figcaption><\/figure><\/p>\n<p>The community itself is in a conservation area containing many Listed Buildings. This meant that a significant amount of work and engagement was needed with the Councils Conservation Officer, to ensure that the PFR installations did not negatively impact the Listed status of the property in question.<\/p>\n<p>The contractor Watertight, employed utilising the Environment Agencies PFR framework, also had to carefully manufacture the products out of a specialist Accoya hardwood and install the measures appropriately on the 40 properties targeted for works.<\/p>\n<p><figure id=\"attachment_3690\" aria-describedby=\"caption-attachment-3690\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3690 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-2-800x509.jpg\" alt=\"Flood gate closed across a driveway, muddy flood water has built up at the entrance but has not passed the flood gate\" width=\"800\" height=\"509\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-2-800x509.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-2-300x191.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-2-768x488.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-2-640x407.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/4-2.jpg 1132w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3690\" class=\"wp-caption-text\">Flood Gate installed as part of the scheme<\/figcaption><\/figure><\/p>\n<p>Following the installation of the scheme in 2022, it has been tested on numerous occasions and has been proven to work and keep properties safe and dry, despite significant flows on the highway itself.<\/p>\n<p><figure id=\"attachment_3691\" aria-describedby=\"caption-attachment-3691\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3691 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-1-800x520.jpg\" alt=\"Muddy flood water flowing down a road with a closed flood gate in the foreground, there is no flood water on the property side of the flood gate\" width=\"800\" height=\"520\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-1-800x520.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-1-300x195.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-1-768x500.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-1-640x416.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/09\/5-1.jpg 1107w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3691\" class=\"wp-caption-text\">Flood gate in action keeping the waters out in 2023<\/figcaption><\/figure><\/p>\n<p>Updated: September 2025<\/p>\n<\/div><\/div><\/li>\n<li class=\"accordion-item\" data-accordion-item>\r\n<a href=\"#mac17\" id=\"head17\" role=\"tab\" class=\"accordion-title\" aria-controls=\"mac17\">Beeson <\/a><div id=\"mac17\" aria-labelledby=\"head17\" class=\"accordion-content\" data-tab-content><div class=\"targetclass\" >\n<p>Following a series of significant flooding events in the small settlement of Beeson, South Devon; the Flood Risk Management team commissioned WSP to undertake a catchment study to determine the scale of the risk and whether any solutions could be constructed to reduce it in the future.<\/p>\n<p><figure id=\"attachment_3698\" aria-describedby=\"caption-attachment-3698\" style=\"width: 420px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3698 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Slide1-420x600.jpg\" alt=\"\" width=\"420\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Slide1-420x600.jpg 420w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Slide1-210x300.jpg 210w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Slide1.jpg 504w\" sizes=\"(max-width: 420px) 100vw, 420px\" \/><figcaption id=\"caption-attachment-3698\" class=\"wp-caption-text\">Catchment study<\/figcaption><\/figure><\/p>\n<p>The study identified the best way to reduce the risk was to improve the conveyance of the culvert systems in the village as well as adjusting the overland flow routing that would be utilised in times of flooding to make sure the impact is minimised as a result.<\/p>\n<p><figure id=\"attachment_3699\" aria-describedby=\"caption-attachment-3699\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3699 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-800x558.jpg\" alt=\"\" width=\"800\" height=\"558\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-800x558.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-300x209.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-768x536.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-640x447.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1.jpg 1032w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3699\" class=\"wp-caption-text\">Drawing of Beeson proposals<\/figcaption><\/figure><\/p>\n<p>A business case was produced and submitted to obtain the \u00a3150k of funding required to undertake the works that would better protect 7 residential properties. After funding being awarded the work was tendered and started on site in Autumn of 2023.<\/p>\n<p><figure id=\"attachment_3700\" aria-describedby=\"caption-attachment-3700\" style=\"width: 800px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3700 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1-800x600.jpg\" alt=\"\" width=\"800\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1-800x600.jpg 800w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1-300x225.jpg 300w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1-768x576.jpg 768w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1-640x480.jpg 640w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1-320x240.jpg 320w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1-420x315.jpg 420w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-1.jpg 960w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/><figcaption id=\"caption-attachment-3700\" class=\"wp-caption-text\">Works in a local residents rear garden<\/figcaption><\/figure><\/p>\n<p>Unfortunately part way through the works the employed contractor went bust meaning that DCC had to act quickly to ensure the site was left in a safe condition until a new contractor could be found to finish the scheme. This meant temporarily backfilling excavations and lifting road closures to ensure local disruption was kept to a minimum.<\/p>\n<p>After a delay of a couple of months a new contractor was employed and the works finished in the spring of 2024.<\/p>\n<p><figure id=\"attachment_3701\" aria-describedby=\"caption-attachment-3701\" style=\"width: 448px\" class=\"wp-caption aligncenter\"><img decoding=\"async\" class=\"wp-image-3701 size-large\" src=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-2-448x600.jpg\" alt=\"\" width=\"448\" height=\"600\" srcset=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-2-448x600.jpg 448w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-2-224x300.jpg 224w, https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-content\/uploads\/sites\/73\/2025\/10\/Presentation1-2.jpg 537w\" sizes=\"(max-width: 448px) 100vw, 448px\" \/><figcaption id=\"caption-attachment-3701\" class=\"wp-caption-text\">Finished works with improved conveyance through residents garden<\/figcaption><\/figure><\/p>\n<p>We would like to thank the residents for their patience and support in these works.<\/p>\n<p>Updated: October 2025<\/p>\n<\/div><\/div><\/li><\/ul>\n<p><strong>Last updated:<\/strong> October 2025<\/p>\n","protected":false},"excerpt":{"rendered":"<p>As the Lead Local Flood Authority, we are committed to the delivery of flood improvement works to vulnerable communities in Devon. Update on Flood Improvement Schemes In partnership with other risk management authorities such as district councils, the Environment Agency, &hellip; <a href=\"https:\/\/www.devon.gov.uk\/floodriskmanagement\/flood-schemes\/\" aria-label=\"Continue reading Flood schemes\">Continue reading <span class=\"meta-nav\">&rarr;<\/span><\/a><\/p>\n","protected":false},"author":2700,"featured_media":0,"parent":0,"menu_order":16,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":"","_links_to":"","_links_to_target":""},"class_list":["post-1010","page","type-page","status-publish","hentry"],"acf":[],"publishpress_future_action":{"enabled":false,"date":"2026-04-26 11:55:33","action":"change-status","newStatus":"draft","terms":[],"taxonomy":"","extraData":[]},"publishpress_future_workflow_manual_trigger":{"enabledWorkflows":[]},"_links":{"self":[{"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/pages\/1010","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/users\/2700"}],"replies":[{"embeddable":true,"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/comments?post=1010"}],"version-history":[{"count":11,"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/pages\/1010\/revisions"}],"predecessor-version":[{"id":3766,"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/pages\/1010\/revisions\/3766"}],"wp:attachment":[{"href":"https:\/\/www.devon.gov.uk\/floodriskmanagement\/wp-json\/wp\/v2\/media?parent=1010"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}