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requires the design of the hydrological aspects of a residential developmentas follows:1. The person shall source a greenfield site of their choice with an overall area of circa 10 –15 Ha.3. The site is to be used for a new residential development with Phase 1 comprising 70houses and a community centre with a building plan area of 1,500 m2.4. The local Council require that the design for the development complies with therecommendations set out in the Carlow County Council SuDS Policy document.5. The project must include the following:a) Site Locationi. A description of the site (to include its location, topography, current use,adjacent roadways and watercourses etc.).ii. An overall Site Location Map clearly showing the site in relation to nearbyidentifiable features e.g. nearest town etc.iii. A location map of the greenfield site. This can be either a Discovery Seriesmap, or a print from Google Earth. It must denote the scale, north directionand local watercourse suitable for discharge of stormwater.iv. Site area calculations.b) Flood assessmenti. A review of historic flooding on or adjacent to the site.ii. An assessment of any possible impacts of the proposed development onflooding within the catchment of the nearest surface water.Evidence of searching both the OPW and CFRAMS databases mustbe provided.c) Details of the Development:i. A description of the proposed development.ii. Outline plans of the proposed development (Phase 1). This must show ageneral layout of the buildings, hardstanding areas, roads / paths and parkingareas.iii. Drainage layout (pipes and manholes with each pipe to be numberedLEGIBLY on the layout plan) for the Phase 1 development showingdischarge location from drainage system to nearby watercourse. Attenuationstorage should be shown.iv. Schedule of drainage pipes listing each pipe number and its correspondinglength (m).v. Hardstanding area (roofs / roads / paths etc.) calculation identifying the area(m2) for each type of hardstanding and the overall hardstanding area.d) Greenfield Site Analysis:i. Interception Storageii. Median annual flood (QBAR); Q2 and Q30.iii. Attenuation StorageMet Eireann rainfall depth table must be included in this section.All calculations and assumptions should be explained.All calculations in Section d) Greenfield Site Analysis must be included in yourreport as legible hand calculations on calculation sheets.
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