To provide protection from the 0.5% Coastal AEP flood event a pair of opposed gates are required, opening outwards away from each other. The allowance for GIA varies around the coastline and The proposed measure consists of a series of sea walls, flood embankments and flood walls. The erosion maps have been produced for existing conditions only and do not include This dataset shows the shoreline combined wave climate and water level conditions for the Coastal Areas Potentially Vulnerable to Wave Overtopping (CAPOs) that were included The Irish Coastal Protection Strategy Study (ICPSS) flood hazard mapping is for strategic purposes, and any defence The proposed hard defences avoid impinging on the qualifying habitats for which the SPA / SAC were designated but does not protect a local recreational area. The Scheme, that comprises of flood defence gates for the doorways of individual properties, reduces the risk of internal flooding from the Deel River for 76 properties. These works were undertaken by Limerick City Council with some funding from the OPW and are maintained under local authority duties. The Act was amended on a number of occasions, e.g. At risk properties would be protected by a series of flood embankments and walls, along with improvement of channel conveyance close to the downstream end of the Carricklawn River. Diversion of flow, from the Watercourse that flows between Smithstown Industrial Estate and Beech Park Logistic Centre to a natural storage area south east of the watercourse located on the Ballycasey Creek. Ut enim ad minim veniam, quis nostrud exercitation ullamco laboris nisi ut aliquip ex ea commodo consequat. The work undertaken for the Dublin FloodResilienCity Project forms the basis of a Pluvial Flood Risk Management Strategy for Dublin. No additional measures specific to the Kilkenny (Nore) AFA are proposed. 0415 *** *** 0415 598 588. This dataset shows areas that have been or are planned to be surveyed as part of the Pilot Coastal Monitoring Survey Programme - Aerial Photography Surveys. It is currently at the Outline Design and Planning stage, and is expected to go to construction in 2018. No 279 of 2005 as amended by SI No 525 of 2015) and whilst the re-use of the information is encouraged, you accept that you must not use the National Indicative Fluvial Mapping or any other content of the Website for any commercial, business, professional or other income generating activity. 3 Beds. The Aspen Road (Swords) Scheme was initiated in 2011, and was constructed from 2011 to 2012. Layer Information This is also referred to as an Annual Exceedance Probability (AEP) of 0.1%. The Scheme comprises of flood defence walls, embankments, flood gates and pumping stations for storm water that would otherwise accumulate behind the defences. Funding via OPWs Minor Works Programme was approved for a site investigation including culvert systems and design of repair and reconstruction works. An advanced phase at Verdant Place has been completed. GSI Groundwater Flooding Data Viewer. Construction of 1,555m of new flood defence walls and 1,215m of new flood embankment. Due to the complex hydraulic processes in this AFA additional data would contribute to improving the accuracy of the current hydraulic model. Fadfaidh na Coimisinir an Suomh Grasin n cuid ar bith de a fhionr, a aistarraing, a scor n a athr gan ramhfhgra. The data must be used only in conjunction with these notes, and must not be used in isolation. The pictures of scenes 1-6 incl. The Present Day scenario is referred to as the Current Scenario in the Maps and Plans. An interim flood defence scheme was constructed in New Ross from 2007 to 2009 to provide protection to 65 properties. You agree not to use the Website in a way that may impair the performance, corrupt the content or otherwise reduce the overall functionality of the Website. Layer Information The at-risk properties would be protected from a 1% AEP fluvial flood event by a series of flood walls and embankments (average height of 1.2m and a total length of 1.3km), along with storage along the Glasha River and the Kilcoran watercourses (approx. The allowance for GIA varies around the coastline and details are available at the link below. Clean and maintain the Ratass watercourse as it flows through the industrial estate of Manor West. The hard defences would protect to the 1% AEP fluvial flood event and to the 0.5% AEP coastal flood event, with an average height of 1.95m and a total length of 4.3km. Ullmhaodh na larscileanna seo faoin tionscadal seo a leanas: Ainm an Tionscadail: Staidar ar Straitis um Chosaint Chsta na hireann (ICPSS) The Scheme, that provides protection to the 1 in 100 year Standard of Protection against flooding from the Griffeen River, comprised of: a) the lowering of the river bedrock in Lucan Village, b) the lowering of the horseshoe weir at Vesey Bridge, c) repointing and raising height of masonry pillars, and d) repointing and raising height of wall in Main Street Lucan. 120m of flood embankments are required upstream of Portmarnock Bridge. These works were undertaken by Limerick City Council with funding from the OPW and are maintained under Local Authority duties. Layer Information 3D WALKTHROUGH. An allowance of -0.5mm/year for GIA was included for the southern part of the national coastline only (Dublin to Galway and south of this). The Morrell River (Turnings Area) Flood Relief Scheme was initiated in 2001 following major flooding in November 2000, and was constructed from 2002 to 2003. Measfar gur chomhaontaigh sideoir na larscileanna seo leis na ritis agus na coinnollacha seo go lir, agus gur ghlac siad leo gan choinnoll. The OPW has prepared a guide to flood data collection, Ceadnas National Indicative Fluvial Mapping (NIFM) Terms and Conditions. It is currently at detailed feasibility stage with ongoing close consultations with local residents and businesses, and is expected to go to construction, subject to local buy in, in 2019 and be completed in 2021. Full details are available here. The National Indicative Fluvial Mapping, and the content on this Website, are provided to comply with the requirements of the Regulations and do not, and are not intended to, constitute advice. The development of a flood forecasting system for the Boyne River Basin will progress as part of the development of the National Flood Forecasting Service. The scheme is being implemented by Clare County Council with funding from the OPW. Layer Information Replace Bridge on the Grange watercourse. Nor cheart duit sonra an tsuirbh a fhoilsi, gan cead i scrbhinn a fhil roimh r OOP. The potential flood defences would consist of a series of flood embankments (average height of 1.0 m and a total length of 78m), flood walls (average height of 1.2m and a total length of 90m) and road raising (0.4m over bridge) on the Cromoge River. These embankments were created by landowners to reclaim land from rivers or the sea, typically in the 19th century. The scheme provides protection for 53 properties in Newport against flooding from the Mulkear River. Layer Information Conveyance could be improved by dredging the existing channel, which conveys the entire flow from the downstream end of the Carricklawn River over 271m before reaching the downstream of the Coolcots River and the sea. The Northlands Flood Relief Scheme was initiated in 2013 following major flooding in 2008 and 2012, and has been substantially completed. Progression of a Flood Forecasting and Warning System for the Boyne (UoM07) River Basin, comprising of gauging stations (existing and new) and a forecasting model system, to project-level development and assessment for refinement and preparation for planning / Exhibition and, as appropriate, implementation. The floods are shown as polygons. in open coastal areas) would have to be designed to accommodate wave overtopping during the detailed design phase. The proposed measure consists of a series of flood walls, raising of the deck level of Dunfanaghy pier and tanking of three properties. Improve the capacity of the River Ballynabrennagh and provide embankments on the left bank. "That brings with it storm damage and roof damage." Flooding is seen in the streets of Wingham, NSW. The last schemes were completed in the 1990s. The hard defences will provide an SoP of 0.5% AEP for coastal flood events and an SoP of 1% AEP for fluvial flood events. to transpose EU Regulations and Directives such as the EIA, SEA, and Habitats Directives and the Aarhus Convention. Licensed rights means the rights granted to you subject to these Terms and Conditions which are limited to all copyright and sui generis data rights. The Flood Maps, and the content on this Website, are provided to comply with the requirements of the Regulations and do not, and are not intended to, constitute advice. Midday, Monday 20 March 1978 the Manning River at Taree hit a flood peak level of 5.45m just 15cms below the record flood of 1929. Full details are available here. For these areas further, more detailed assessment was required to determine the degree of flood risk, and develop measures to manage and reduce the flood risk. Construct walls along the lower Caherweesheen watercourse. To request data for areas where surveys have been completed please email flood_data@opw.ie. The proposed measure consists of a series of flood embankments and walls. 12:04 pm AEDT. The Arterial Drainage Act, 1945 contains a number of provisions for the management of Drainage Districts in Part III and Part VIII of the act. Installation of flood gates (3 No. Measures at this level are aimed at managing or reducing flood risk in more than one community. The allowance for GIA varies around the coastline and This involves widening and deepening approximately 30m of the tributary channel and replacing 130m culvert linking the tributary to the main channel. The improvement of channel conveyance consists of the removal of a weir on the Ballynerin watercourse. The proposed measure consists of building hard defences, at risk properties would be protected by embankments and walls, sheet piled where necessary and set back where possible from the river channel. Flood eye at Claregalway Bridge (complete) with associated channel deepening upstream under and downstream of the bridge and flood eye (partially complete), Construction of a new bridge at Crusheeny (complete), Channel widening from downstream of Crusheeny Bridge for 1.3 km upstream, Embankment construction upstream of the confluence with the Islandmore drain for 0.7 km with a non-return valve on the Islandmore drain (in progress), Embankment at the Nine Arches Bridge (complete), Increasing capacity of two culverts on the Kiniska drain (complete), Providing drainage for floodwater via pipeline from Lakeview to the Clare River (substantially complete), Providing drainage for floodwater from Carnmore / Cashla area via pipeline to Islandmore drain, Associated maintenance of the stretch of the Clare River and tributaries within the Scheme, Road raising at Miontagh South (in progress) and Miontagh North. Taree in Flood. The maps include an increase of 1500mm in sea levels above the current scenario estimations. The Scheme, that comprises of embankments and flood defence walls along the Morrell and Painstown Rivers, is expected to provide protection against a 100-Year flood (1% Annual Exceedance Probability) for 36 properties and the M7 motorway against flooding from the Morrell and Painstown Rivers. length of time that will elapse between two such events occurring, as, although unlikely, two very severe events may occur within a short space of time. maps were generated using methodologies based on historic flood data, without taking account of potential changes Drainage Districts cover approximately 10% of the country, typically the flattest areas. purposes, and minor or local features may not have been included in their preparation. A flood risk assessment was completed and a flood relief scheme proposed for the AFA. The Commissioners comply with the Re-Use of Public Sector Information Regulations 2005 (S.I. Land use management would be applied to the catchments in order to mitigate any adverse effects from constructing the hard defences on a protected species. undertaken to inform the development of flood relief schemes. areas may be shown to flood, even though at present a flood defence is protecting them. All information is checked and classified first, then approved before it appears on the website. New defences would, where possible, be set back from the existing rock amour along the coastline. Guidance to clarify the rights and responsibilities of landowners in relation to the maintenance of watercourses on or near their lands is available at www.flooding.ie . Martin Bridge is undergoing since. sidfidh an t-sideoir aon sonra suirbh a chuirtear i lthair ar bhealach iomchu agus freagrach agus de rir an tsanta, na nta treorach agus na gcoinnollacha side seo. Find local businesses, view maps and get driving directions in Google Maps. Layer Information Comedtar gach ceart d leithid ar cosnamh. The hard defences would protect to the 1% AEP fluvial flood event, with an average height of 1.1m (reaching a maximum height of 1.5m) and a total length of 4km. works potentially protecting the coastal floodplain are not taken into account. These areas were divided into one or more map tiles depending on area, and maps were produced for each tile. The costs of disruption and evacuation of a Nursing Home need to be costed in partnership with the nursing home operators and Mayo County Council emergency planners. The proposed measure for Donegal AFA that may be implemented after project-level assessment and planning or exhibition and confirmation might include physical works. Vector data portray the world using points, lines, and polygons (area). Aontaonn t nach seolfaidh t ceann ar bith de na Mapa Tuile n bhar ar bith eile ar an Suomh Grasin chuig tr pirt ar bith gan a chinnti go bhfuil an pirt sin ar an eolas faoi agus ag glacadh leis na Tarma agus Coinnollacha. A detailed geotechnical structural and stability assessment of the existing embankments was not undertaken as part of the CFRAM study, but should be undertaken as part of the project-level assessment in progressing this measure. The Scheme comprises flood defence walls and embankments, channel conveyance improvements, a flood bypass channel, and watercourse diversions and provides protection against a 1% AEP (100 year) fluvial event from the Mulkear River and tributaries for 70 properties. The allowance for GIA varies around the coastline and full Memorandum Of Understanding Between OPW and Insurance Ireland. For up-to-date information on local roads, check with your local council. This measure includes demountable defences along two sections of the port. the 100-year flood), although this period is not the These hard defences would protect to the 1% AEP flood event with an average height of 0.8m and a total length of 0.6km. The scheme comprises flood defence embankments and provides protection against a 1% AEP (100 year) fluvial event from the Owenagarney River for 16 properties. The Act was amended on a number of occasions, e.g. Full details are available here. This is also referred to as an Annual Exceedance Probability (AEP) of 10%. The map is a vector dataset. The Scheme comprises channel deepening and widening upstream and downstream of the N18 Road Bridge on the Gort/Cannahowna River for a length of 260m including associated bank protection walls, underpinning of the N18 Road Bridge and the construction of a flood embankment along the southern side of the N18 east of the bridge. Approx 215m2 flood free rural shed Suit storage Currently no power connected . the 200-year flood), although this period is not the length of time that will elapse between two such events occurring, as, although unlikely, two very severe events may occur within a short space of time. Installation of a simple flood forecasting unit, including a new hydrometric gauge with water level monitoring and telemetry to send warning messages when water level reaches a specified trigger point. These walls consist of a total of 416m of wall height ranging between 0.6m and 3m. When combined these works provide protection against a 100-Year flood (1% Annual Exceedance Probability) for 332 properties. comhaontaonn t nach n-sidfidh t an Suomh Grasin agus/n an Larscili Tscach Abhann Nisinta chun crocha mdhleathacha, agus go n-urramidh t gach dl agus rialachn is infheidhme. Read about our adopted and in-progress studies. This system would provide the ability to inform managing authorities and the public of the potential for failure or overtopping of flood defence structures and to trigger emergency response plans. You accept that the Commissioners reserve the right to change the content and/or presentation of the Flood Maps or any other content of the Website at their sole discretion at any time, and to change the Terms and Conditions. Flood maps show how likely it is for an area to flood. One location would consist of 67m of flood walls between 1m and 1.8m high and tanking of two existing building walls. The hard defences would protect to the 1% AEP fluvial flood event, with an average height of 1.4m and a total length of 0.5km. This will require a revised sectoral plan to be prepared by the OPW, covering the flood risk management sector. The properties in the Claddagh area, along Grattan road and Father Griffin would be provided protection by building a quay wall along the Claddagh basin and Nimmo's pier. The potential measure would protect at-risk properties against the 1% AEP Fluvial flood event by flood defences. The Scheme, which comprises of flood defences walls and embankments, flood retention ponds and floodgates is designed to provide protection against a 100-Year flood (1% Annual Exceedance Probability) for 838 properties; in the two local authorities areas primarily against fluvial flooding. The proposed measure for Navan that may be implemented after project-level assessment and planning or Exhibition and confirmation might include physical works, such as a series of hard defences (flood embankments and walls), road raising and clearance of a 500m reach of the Abbeylands Tributary. The OPW carried out a survey of these embankments in 1939 and 1940 as part of the work of the Browne Commission. M t aon fhoril de na Tarma agus Coinnollacha neamhdhleathach, ar neamhn n ar chis ar bith neamh-infheidhmithe, measfar go bhfuil an fhoril sin inscartha agus n dhanfaidh s difear do bhailocht agus infhorfheidhmitheacht na bhforlacha eile. Ciallaonn cearta ceadnaithe na cearta a dheonatear duit faoi rir na dTarma agus na gCoinnollacha seo at teoranta do gach ceart sonra cipchirt agus sui generis. $301,900. Construction of 142m of new flood defence wall and a 498m new embankment, and a flood gate. The proposed measure consists of using storage areas providing a combined volume of 66,310m 3 on the Ballywilly Brook along with a series of embankments and walls along the Donagh River. Separate maps were typically produced for each source of flooding relevant to the community. Expand this section to see catchment level measures at the selected location. High resolution forecasts are available at Galway Bay and, as part of a coastal flood forecasting system for Galway Bay, could be used to provide warning to the residents of Oranmore. Development applications Sub-menu. The proposed measure would include constructing new quay walls with piled foundations, 1.2m high at Bachelors Walk (470m long) and 0.6m high with 0.6m high railings above, in front of properties on Clare Street (340m long). process models to improve our knowledge and understanding of the behaviour and impact of tides, wave and sediment transport at the coast and of how these may change over time and potentially increase risk for coastal communities. to transpose EU Regulations and Directives such as the EIA, SEA, and Habitats Directives and the Aarhus Convention. objective that flood event data is collected effectively in a safe environment. allowances for projected future changes in climate and glacial isostatic adjustment (GIA). Channels and lakes were deepened and widened, weirs removed, embankments constructed, bridges replaced or modified and various other work was carried out. This system would provide the ability to inform managing authorities and the public of the potential for failure or overtopping of flood defence structures and to trigger emergency response plans. It provides protection against a 200-Year flood (0.5% Annual Exceedance Probability) for 615 properties against flooding from Waterford Harbour, the River Suir Estuary and the Johns River. The Commissioners, and GSI makes no representations, warranties or undertakings about the data or any aspect of the data including, without limitation, their accuracy, their completeness or their quality of fitness for any particular purpose. The vast majority of the Funding was provided by the Office of Public Works for this 20m scheme in three different counties. Key points: 305mm of rain was recorded at Taree Airport in the 24 hours to 9am on Thursday Mid North Coast residents say they have never seen so much rain It is currently at preliminary design stage, and is expected to go to planning in 2018. Sharing critical information with Twitter alerts For general information across NSW visit the State SES Facebook page for details NSW SES is the lead combat agency for flood, storm and tsunami emergencies follow us Watch us on YouTube. This project is roughly 2/3 in South Dublin and 1/3 in Dublin City Council hence SDCC will be the lead authority on it. Sea level rise map. The Mid-Range Future Scenario (MRFS) maps represent a projected future scenario for the end of century (circa 2100) and include allowances for projected future changes in sea levels and glacial isostatic adjustment (GIA). a multiple flood point symbol is used. The scheme also includes a new diversion channel from Forenaghts to the Morrell River. Maintain existing flood forecasting and public awareness campaign operated by the ESB. The proposed measure would protect to the 1% AEP flood event with a total wall length of 0.9km, a total embankment length of 0.6km, a total volume of in-channel excavation of 350m3, a total volume of storage area excavation of 3,874m3, one bridge upgrade and five culvert upgrades. The proposed measure would also consist of improving the channel conveyance along 646m of the Coolfitch watercourse and removal of a weir on the Kilwoghan watercourse. Phase 1A (the Clanmoyle Flood Alleviation Scheme) which comprised works in the Clontarf Golf Club and Clonmoyle Road areas has now been completed. Layer Information The replacement of the footbridge will have a minimum soffit level of 6.5mOD Malin. Scenario (HEFS) flood extents and the Present Day flood depths. Measures at this level are policies and other works aimed at, or related to, reducing flood risk throughout the River Basin (e.g., spatial planning, emergency response planning and maintenance of drainage schemes), including properties outside of the communities at potentially significant risk (the 'AFAs'). The Carlow Flood Relief Scheme was initiated in 1996 following severe flooding in 1995 and was constructed from 2010 to 2013. Flood event probabilities are referred to in terms of a percentage Annual Exceedance Probability, or AEP. However the measure identified has a BCR below unity and a detailed assessment of the costs is recommended to determine if an economically viable measure may exist that could justify the progression to full project level assessment. Layer Information Printable maps have been produced for the 300 communities (AFAs) at potentially significant flood risk from one or more sources of flooding. The flood extent and depth maps are suitable for the assessment of flood risk at a strategic scale only, and should not be used to assess the flood hazard and risk associated with individual properties or point locations, or to replace a detailed flood risk assessment. At risk properties affected by the River Finn and on the tributaries where it has been found to be the lowest cost option would be protected by a series of flood embankments and walls. This is also referred to as an Annual Exceedance Probability (AEP) of 0.5%. Construct 630m of new structural flood defence walls and 213m of flood defence embankments. The North City Drainage Network Upgrades was initiated in 2010 following major flooding in August 2008 and July 2009 with construction subsequently commencing in 2012. A phase of the Scheme was completed from Causeway Road to the Bull Island Wooden Bridge in Q2 2017. High End Future Scenario (HEFS), High + End Future Scenario (H+EFS) and High++ End Future Scenario (H++EFS) which represent a 0.5m, 1.0m, 1.5m and 2.0m increase in sea level The Scheme, that comprises conveyance improvement, culvert removal and replacement, Flood Defence walls and a trash screen, is expected to provide protection against the 100-Year flood (1% Annual Exceedance Probability) for about 130 properties from the Ballybrack Stream in Douglas, as well as about 100 properties from the Tramore River in Togher. The potential improvement in channel conveyance would also consist of 2m of channel widening and 110m of channel conveyance on the Cromoge River and channel conveyance of 95m and 88m of new channel to be cut on the tributary river. The proposed measure for Aughrim that may be implemented after project-level assessment and planning or Exhibition and confirmation might include physical works, such as a series of hard defences (flood embankments and walls). Maintain existing flood forecasting and public awareness campaign operated by the ESB. The Act was amended on a number of occasions, e.g. The bush fire prone land online mapping tool ("Tool") has been created using NSW Local Council's bush fire prone maps and is designed to identify if your property is designated as bush fire prone. A third phase downstream of Raheny village is planned for construction thereafter again subject to funding and planning approval. The development of a tidal flood forecasting system was proposed for Passage West under the Lee CFRAM Study. In addition, the flood extent mapping only takes into account coastal flooding from a combination of tide levels You accept all and any liability and responsibility for the interpretation and use of any content on the Website that is downloaded, read or interpreted or used in any way by you or which arises out of any content being passed to a third party by you. Aontaonn t gan an Suomh Grasin a sid ar bhealach a bhacfadh feidhmi, a dhanfadh ili bhair n a laghddh feidhmocht iomln an tSumh Grasin. The Office of Public Works makes no representations, warranties or undertakings about any of the information provided, without limitation, the accuracy, the completeness or the quality or fitness for any particular purpose. The proposed measure consists of a series of walls and embankments.
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