Anglesey House (W)BlackrockBC 1845IncompleteAnglesey House BC1845----------Partial File no drainage drawing Ardmore Park (E)SallynoginBC 1814IncompleteArdmore Park BC1814----------Partial File no drainage drawing Barclay Court (W)BlackrockBC 1854IncompleteBarclay Court BC1854----------Partial File no drainage drawing Carrickmines Manor (E)CarrickminesBC 1847CompleteCarrickmines Manor BC1847----------No drainage information available Cherrywood Town City (E)CherrywoodBC 1859IncompleteCherrywood T.C BC1859----------Partial File no drainage drawing Clonbur (E)FoxrockBC 1858IncompleteClonbur Foxrock BC1858----------Partial File no drainage drawing FeldbergGlenagearyBC 1846IncompleteFeldberg BC1846----------Partial File no drainage drawing Flanagan'sMount MerrionBC 1863Major IssueFlanagan's Mount Merrion BC1863----------Empty File Folder Fortwilliam Cottages (E)-BC 1828IncompleteFortwilliam Cottages BC1828----------Partial File no drainage drawing Greythorn Manor (E)GlenagearyBC 1823IncompleteGreythorn Manor BC1823----------Partial File no drainage drawing Hazelbrook Sq. The CourtRathfarnhamBC 1861IncompleteHazelbrook Sq. The Court BC1861----------Partial File no drainage drawing Kilmacud House (E)StillorganBC 1848IncompleteKilmacud House BC1848----------Partial File no drainage drawing Library Road (E)ShankillBC 1830IncompleteLibrary Rd. Shankill BC1830----------Partial File no surface water drainage shown on drawing Quarry Rd (E)RathmichaelBC 1834IncompleteQuarry Rd BC1834----------Partial File no drainage drawing Rosemount Cottage (W)DundrumBC 1853IncompleteRosemount Cottage BC1853----------Partial File no drainage drawing Stillorgan Park (E)StillorganBC 1855IncompleteStillorgan Park BC1855----------Partial File no drainage drawing Trimbleston Phase 2 (W)--Major Issue-----------Empty File Folder Adelaide Rd (E)Dun LaoghaireBC 1840CompleteAdelaide Rd BC1840DBFLNo`--------No attenuation details Belmont Sector 2 (W)SandyfordBC 1738.2CompleteBelmont-Sector 2 BC1738.2DBFLNo--------Apparently no attenuation present. FW and SW shown on drawing 133082 but not directly associated with Belmont Development Brookside (E)BlackrockBC 1851CompleteBrookside BC1851Virtus Construction ConsultantsNoNo-SoakawayMultiple Cultec Soakaways, one soakaway per house----- Carrrickmines Green (E)CarrickminesBC 1588CompleteCarrickmines Green BC1588Waterman MoylansNo--------- Clonlost House (E)DalkeyBC 1788CompleteClonlost House BC1788ONCE Civil & StructuralNoYesNo detailsOversized Pipe900mm Dia Oversized pipe----- Clon BrughAikens VillageBC1485ATIC Files - IncompleteClon Brugh BC1485A-NoNo-------- Greygates (W)Mount MerrionBC 1820CompleteGreygates BC1820Duffy Chartered EngineersNoNo-Enlarged Pipe600mm diameter pipe providing approximately 23m3 attenuationRainwater Harvesting Tank8000 litre rainwater harvesting tank--600mm diameter pipe used as attenuation, pipe is very close to building foundations. There is a wayleave but it is extend to one side only. Kenlar (W)SandyfordBC 1815CompleteKenler BC1815Pat O'Gorman & AssociatesNo--------Rainwater Butts and Soakaways present Royal Marine HotelDun LaoghaireBC 1789CompleteRoyal Marine Hotel BC 1789Muir Assoicates LtdNo--------- Springhill House (E)KillineyBC 1798IncompleteSpringhill House BC1798Killiney Design AssociatesNoNo-------No Attenuation 214 Rochestown Ave (E) - Auburn GreenGlenagearyBC 1841Complete214 Rochestown Ave. BC1841Barrett Mahony Con. EngYesYesHydrobrake, Discharge Limited to 3.3 l/s, minimum size of hydrobrake opening to be 75mmAttenuation TankStormtech SC-740, 66m3. IL 45.782 / TOW 46.850-----Existing Foul and Surface Water have been diverted to proposed FW and SW systems. Onsite company director Matthew Lyster (0866676768) Aiken Village,Dun Gaoithe (W)Dun LaoghaireBC 1842CompleteAiken Village,Dun Gaoithe BC1842CS Consulting GroupYesYesHydrobrake, Discharge Limited to 4.1 l/s, CL 121.60, IL 116.222Attenuation TankStormtech, 335m3----Minimal Details on attenuation details Ard na Geine (W)ChurchtownBC 1831TIC Files - CompleteArd na Geine BC1831Kavanagh Burke Con.EngsYes--SoakawaySoakaway Stormtech x 2, No volume shown on the drawing----Drainage drawing found in TIC files- Ardilea Cresent (W)ClonskeaghBC1776TIC Files - CompleteArdilea Crescent BC1776DBFLYesNot on dwg. Prob. S4A-Attenuation TankAttenuation tank to store run off for 1 in 100 year storm. TWL=51.10m AOD, IL=49.60m, GL=52.00m. Dimensions=160m2 x 1.5m Deep, Volume=240m3, Dividing Weir Level=50.80mGreen Roof on apartment blocksNo details--Multiple issues with SW pipes, these include water infiltration, connections not sealed and joint gaps. Developer was O'Malley Construction Balure (E)GlenagearyBC1774CompleteBalure BC1774GNCEYesYesFlow restricted to 2.0l/s (S4)Stormtech"Designed for a 100yr event with a storage required of 115.0m3. IL 48.94m3"----- Beech ParkCabinteelyBC 1864Beechpark Cabinteely BC1864Muir AssociatesYesYHydrobrake, Discharge Limited to 9.6l/s / Hydrobrake, Discharge Limited to 1.0l/sAttenuation Tank"Proposed Underground 95% Void Ratio Modular Storage"Temporary pondTemporary surface water treatment and attenuation, discharge limited to 9.0 l/s--All SUDS measures to be place under road?Latest drawing is for enabling works and does not show the drainage plans for the apartment block to the East of the site. Belarmine Ph.3 (W)StepasideBC 1849CompleteBelarmine Ph.3 BC1849Waterman MoylansYesYesHydrobrake, Discharge Limited to 1.6l/s Hydrobrake, Discharge Limited to 3.6l/sAttenuation TankStormtec, Volume 241m3Attenuation TankUnderground Storage, 278m3, TWL 110.5m--- Belmont Sector 1 (W)SandyfordBC 1738CompleteBelmont,Sector 1, Aikens Village BC1738DBFLYesNo-Swale"Details to be agreed with DLRCC"----- Bishops Gate (Phase 1) (E)KilternanBC1810CompleteBishops Gate BC1810Rodger Mullarkey & AssociatesYesYes"Limiting flow to 25l/s, il=126.40. Provide a high level inlet/outlet 525 dia at il=128.00"GEO Light Storage TankOff-line Underground Stormcell TankDetention BasinBed Level 127.75m ODExisting spring to be diverted via 300 dia. 375mm x 450mm Culvert being diverted. Bishops Gate (Phase 2) (E)KilternanBC1810CompleteBishops Gate BC1810Rodger Mullarkey & AssociatesYesYes-Cellular Storage System200m3 Total----- Brehon Chair (W)RathfarnhamBC 1850CompleteBrehon Chair BC1850Corrigan Hodnett ConsultingYesYesHydrobrake, Discharge Limited to 1.2 l/sAttenuation TankMC3500 Stormtech Attenuation Tank---- Brighton Wood (W)LeopardstownBC1804IncompleteBrighton Wood BC1804Waterman MoylansYes-Multiple SwalesMultiple Swales adjacent to roadwaysPond to store M30 event/M30 to M100 storage in woodland area-Dry ditch present, proprosal for ditch to drain into swale. Foul storage tank, not sure if it is being used. Broadlands (E)GlenagearyBC 1801CompleteBroadlands BC1801Donnachadh O'Brien & AssociatesYesYes Att. Tank 1SW manhole with HRD, SHE-0090-3000-0500-3000 Flow control limited to 3.0 l/s, CL 59.37 /IL 57.70, (100mm Overflow IL 58.95) SW manhole with HRD, SHE-0090-3700-1100-3700 Flow control limited to 3.7 l/s, IL 58.35, (100mm Overflow IL 59.60)Pluvial Cube Attenuation Tank 1109m3 Storage IL 57.85mPluvial Cube Attenuation Tank 240m3 Storage IL 58.50mPluvial Cube Attenuation Tank 375m3 Storage IL 58.50m- Camberley Mews (W)ChurchtownBC 1808CompleteCamberley Mews BC1808Barrett Mahony Con. Eng.YesYesHydrobrake, Discharge Limited to 2.0 l/sAttenuation TankExisting attenuation tank, unsized---- Carraig Bui (E)CabinteelyBC 1852CompleteCarraig Bui BC1852Lohan & DonnellyYesNo"Outfall MH, Flow Control Device at 8.77 l/s & penstock"Stormtech SC-740"Attenuation Tank, min. volume 183m3" Further details on drawingGreen Roof on apartment block---Duplicate building control number with Glenageary Avenue Castlecourt (W)ChurchtownBC 1817Additional Files - CompleteCastlecourt, Churchtown BC1817Donnacadh O'Brien Con. EngsYesYesHydrobrake Manhole Outflow Limited to 2 l/sAttenuation TanksNo details for sizeYes95% void formed soakaway to serve individual houses in each garden, storage provided 9.5m3--Partial File, no drainage drawings, survey notes have completed some details. Development has been named Castle Park Clay Farm Phase 1 (W)BallyoganBC 1727CompleteClay Farm BC1727DBFLYesMultipleFlow control device for catchment A 16.3 l/s. IL 94.52. Flow control device for catchment B 22.9 l/s. IL 94.52 Flow control device for catchment C 43.1 l/s. IL 92.72 Flow control device for catchment D 55.9 l/s.Attenuation TankSurface water storage catchment A: Stormtech SC 740, Volume 108.2m3 (1:100 Year). IL 94.32m,TWL 95.375 Surface water storage catchment B: Stormtech SC 740, Volume 307.3m3 (1:100 Year). IL 93.24m,TWL 94.27Attenuation TankSurface water storage catchment C: Stormtech SC 740, Volume 290.1m3 (1:100 Year). IL 92.18m, TWL 93.397 Surface water storage catchment D: Stormtech SC 740, Volume 506.8m3 (1:100 Year). IL 90.97m, TWL 92.39Swales Bioretention AreasMultiple Swales Multiple Retention AreasAdditional details on drawingsSome issues with wayleaves and taken in charge drawings. Clay Farm Phase 2 (W)BallyoganBC 1727CompleteClay Farm BC1727DBFLYesMultipleFlow control device for catchment A 16.3 l/s, Flow control device for catchment B 8.6 l/s, Flow control device for catchment C 39.5 l/s, Flow control device for catchment D 13.6 l/s, Flow control device for catchment E 28.8 l/s, Flow control device for catchment F 23.5 l/s, Flow control device for catchment G 18.3 l/sAttenuation TankSurface water storage catchment A: Stormtech SC 780, Volume 689m3 (1:100 Year). IL 98.50m Surface water storage catchment B: Stormtech MC3500, Volume 1105m3 (1:100 Year). IL 101.81m, TWL 103.52 Surface water storage catchment C: Stormtech MC3500, Volume 506m3 (1:100 Year). IL 95.30m, TWL 96.52Attenuation TankSurface water storage catchment D: Stormtech MC3500, Volume 1256m3 (1:100 Year). IL 103.00m Surface water storage catchment E: Stormtech MC3500, Volume 568m3 (1:100 Year). IL 92.80m, TWL 94.27 Surface water storage catchment F: Stormtech MC3500, Volume 366m3 (1:100 Year). IL 95.90m, TWL 97.34 Surface water storage catchment G: Stormtech MC3500, Volume 1131m3 (1:100 Year). IL 101.3m, TWL 102.58Swales Bioretention AreasMultiple Swales Multiple Retention AreasAdditional details on drawings Clonkeen Road (E)BlackrockBC 1793CompleteClonkeen Road BC1793O'Connor Sutton CroninYesYesQ Max 0.6 l/s, Oriface=25mmAttenuation TankConcrete Storage Tank, 16m x 10m x 1m, 199m3 Storage, CL=39.265, TWL=38.465, IL=37.265Interception StorageESS Pluvial Cube, Storage 31.81m3, 5.5m x 6.0m x 1.075m--- Cluain SheeAikens VillageBC1485BTIC Files - CompleteCluain Shee BC1485BTerry & O'FlanaganYesYesS0 Hydrobrake, Cl 113.27, IL109.29Attenuation AreaAttenuation Area Storage Capacity = Circa 1100m. Cu----Details taken from TIC drawings dated September 2007, D121-1002 Cualanor (E)Aikens VillageBC 1779CompleteCualanor BC1779Waterman MoylansYesYHydrobrake IL 27.60/CL 32.00. Allowable Discharge 19.8 l/sAttenuation Tank"Online Surface Water Attenuation Tank (CL 31.50) 1610m x 2.00 max water Level providing 3220m3 of storage"Detention BasinAttenuation tank overflows to detention basin.2 X bio-retention areas at bowling club-- Dunedin (E)MonkstownBC 1833CompleteDunedin BC1833D.C. Turley and AssociatesYesNoOutfall manhole with oriface plate 33dia max, discharge limited to 2 l/s------No attenuation Eaton Brae House (E)Windy ArbourBC 1856CompleteEaton Brae House BC1856Dean Turner AssociatesYesYPenstock valve and flow control device @ 4l/s with min. 75mm morifice and bypass doorAttenuation Tank"Surface Water Attenuation System Wavin Aquacell Size 37.5M Long X 4m Wide X 0.8m Deep. (Volume 120m)"----No connection shown from attenuation tank to pipe work Ely PlaceRathfarnhamBC 1712CompleteEly Place BC1712BurroughsYesYes"Manhole S1/4 to house orifice control perforated riser for 1/1, 1/30 & 1/100 storm flows.Under-ground storage tank150m3 of Q100 storm storage to be provided in underground storage tank. CL 49.92/IL 48.35----- EnderlyDalkeyBC 1782CompleteEnderly, Dalkey BC1782-YesYes"SW MH No. SW6 to incorporate flow control device - hydrobrake or similar approved to restrict flow to 4.6 l/s sec max."Stormtech"Stormtech Surface Water Attenuation tank chamber system Ref. MC-3500 (or similar) with 300mm of CL505 stone (min. 43% voids) above and below chambers"----Discharges to combined sewer? Duplicate BC number with The Cottages, Tivoli Road Fernbank House (W)ChurchtownBC 1816CompleteFernbank House BC1816DBFLYesYesHydrobrake, Discharge Limited to 3.2 l/s Hydrobrake, Discharge Limited to 2.1 l/sAttenuation TankStormbloc, Volume 718m3, IL 45.82m, TWL 47.80mAttenuation TankStormbloc, Volume 148m3, IL 45.56m, TWL 46.22mGreen Roof SwaleMultiple green roof, Area not provided Dry Swale 58m x 2m x 0.5m- Glenart AvenueBlackrockBC 1821CompleteGlenart Avenue BC1821Cronin & Sutton ConsultingYesYesOriface Plate Flow Restricter to Limit Outflow to 2l/sAttenuation TankAttenuation Tank per property x 4----- GlensavageBlackrockBC 1860CompleteGlensavage Blackrock BC1860CS Consulting GroupYesYesFlow Control Manhole, discharge limited to 3.4 l/sAttenuation TankPre-cast attenuation tank, 180m3, 0.9m DeepStorage BasinBasin with 1:2 side slopes to cater for emergency storm storage--- Grange Hill (W)BallinteerBC 1759CompleteGrange Hill BC1759AKM ConsultantsYesYesHydrobrake IL 115.80/CL 118.10Concrete Attenuation Tank150m3Detention BasinIL 117.80--- Hawthorn (W)ClonskeaghBC 1803CompleteHawthorn BC1803Downes AssociatesYesYesFlow Control Manhole restricted to 8.29 l/sStormtech SC-790 (740?)STORMTECH SC-790 ATTENUATION STORAGE UNITS OR SIMILAR APPROVED I.L = 30.515, Volume = 346m2Detention Basin---Seems to be a combination of detention basin and Stormtech SC-740 Inglenook (E)CarrickminesBC 1826CompleteInglenook BC1826D. Fallon Consulting EngineersYesYesDischarge Limited to 3.3 l/sAttenuation TankStormtech SC-740, 177m3----- Knockrabro (W)GoatstownBC 1792CompleteKnocknabro BC1792DBFLYesYesHydrobrake Optimum Flow Device Manhole 13 l/s @1.6mAttenuation TankStormtech mc3500, 9 Rows x 7 Chambers, Volume 344m3, IL 59.263SwaleBio-retention swale 60m x 5m x 0.5m deep, 61m3Green Roof Bioretention Areas4 x Green Roof, Approx 877m2 Multiple Retention Areas- Northumberland Close (E)Dun LaoghaireBC 1838IncompleteNorthumberland Close BC1838Corrigan Hodnett ConsultingYes--------Some SUDS measures on drawing. No details identified Rockville House (W)GlenamuckBC 1843CompleteRockville House BC1843AtkinsYesYesVortex Flow Control Device to limit discharge rate 4.4 l/s during 1 in 100 year eventSwale-----No details for the swale (volume, size) Shandon Park (E)MonkstownBC 1844CompleteShandon Park BC1844Killiney Design AssociatesYesYFlow control manhole. Discharge to be 2.0 l/s/hectareAttenuation TankAquacell Attenuation Tank (5.0m x 3.0m x 1.0m)Attenuation Tank---No details on second attenuation tank Sliverton (W)RathfarnhamBC 1781CompleteSliverton BC1781O'Connor Sutton CroninYesY1200mm, CL 114.511m, Hydrobrake MH Limited to 2.7 l/s, 450mm(d) Catchpit & Backdrop facility S14, 1200mm, CL 112.300m, Hydrobrake MH, Limited to 3.2l/sAttenuation TankSTORAGE TANK #1, Stormtech SC 740 Series Total Attenuation Storage Provided - 57.07m3 with 200mm layer of OCCR above tank.Attenuation TankSTORAGE TANK #2 Stormtech SC 740 Series Total Attenuation Storage Provided - 70.70m3 with 200mm layer of OCCR above tank.--Additonal details on drawing number N210-H01 St Paul's Adelaides Rd (E)GlenagearyBC 1829IncompleteSt Paul's Adelaides Rd. BC1829Kavanagh Burke Con. EngsYesYesHydrobrake, Discharge Limited to 2.0 l/sAttenuation TankDetails for attenuation systems are off the page.----No attenuation details Stanford Park (E)FoxrockBC 1818CompleteStanford Park BC1818Conor Furey & Associates LtdYesYes"SW 1.6, Hydrobrake MH. CL 73.33m, IL 70.528mAttenuation TankStormtech MC4500, 184m3 Storage Provided. CL 73.28m, TWL 72.67m (>500MM below lowest FFL). IL 71.146, OL 71.146Attenuation TankStormtech MC4500, 52m3 Storage Provided. CL 72.09m, TWL 71.12m (>500mm below dwelling FFL). IL 71.12Infiltration SwaleSide Slope 1:3 2.9m(W) top, 0.5m (W) bot 13m (L) x 0.4m (DP) Stepaside Park (Phase 2) (E)StepasideBC 1379.1CompleteStepaside Park BC1379.1DBFLYesYesFlow Control Manhole restricted to 52 l/s. Design Head 2.46mSwale 1-Detention Basin100 yr Flood Volume 600m3--Filter sewer Taney Nurseries (W)DundrumBC 1825CompleteTaney Nurseries BC1825Mc Kenna Pearce PracticeYesYesHydrobrake, Discharge Limited to 4.73 l/sAttenuation TankAquacell Attenuation Tank (20.0m x 4.5m x 1.2m). Volume 102m3Soakaway7 x Aquacell Soakaway, 12m x 1.5m x 0.8m, 1 x Aquacell Soakaway, 14m x 1.5m x 0.8m-- The Grove (W)GoatstownBC 1764CompleteThe Grove BC1764DBFLYesYesFlow Control Manhole Limiting Outflow to 5 l/sAttenuation TankAttenuation storage using stormtech sc 740 units. Total volume provided = 160m3, IL 38.70m----- The Rise (W)Mount MerrionBC 1839CompleteThe Rise BC1839Laurence Buckley Con. EngYesYesHydrobrake, Discharge Limited to 2.0 l/sAttenuation TankJFC Hydro Chamber or Similar Approved----Very little information on SUDS measures Westminster Wood (E)FoxrockBC 1837CompleteWestminster Wood BC1837J.B. Barrys C. EngsYesYesHydrobrake, Discharge Limited to 2.0 l/sAttenuation TankPluvial Cube, Volume 230m3----- Ashwood Farm (Not Constructed) KenmayIncomplete Priory DriveIncompleteMislabelled?