_id Development Name Location bldg__ctrl__no_ Status Hyperlink Consultant Engineers suds_built__y_n_ h_brake_1__y___n_ Hydrobrake Details SUDS Type 1 SUDS Measure Description 1 SUDS Type 2 SUDS Measure Description 2 Additional SUDS Additional SUDS Description Comments Comments - Additional Files 1 Anglesey House (W) Blackrock BC 1845 Incomplete Anglesey House BC1845 - - - - - - - - - - Partial File no drainage drawing 2 Ardmore Park (E) Sallynogin BC 1814 Incomplete Ardmore Park BC1814 - - - - - - - - - - Partial File no drainage drawing 3 Barclay Court (W) Blackrock BC 1854 Incomplete Barclay Court BC1854 - - - - - - - - - - Partial File no drainage drawing 4 Carrickmines Manor (E) Carrickmines BC 1847 Complete Carrickmines Manor BC1847 - - - - - - - - - - No drainage information available 5 Cherrywood Town City (E) Cherrywood BC 1859 Incomplete Cherrywood T.C BC1859 - - - - - - - - - - Partial File no drainage drawing 6 Clonbur (E) Foxrock BC 1858 Incomplete Clonbur Foxrock BC1858 - - - - - - - - - - Partial File no drainage drawing 7 Feldberg Glenageary BC 1846 Incomplete Feldberg BC1846 - - - - - - - - - - Partial File no drainage drawing 8 Flanagan's Mount Merrion BC 1863 Major Issue Flanagan's Mount Merrion BC1863 - - - - - - - - - - Empty File Folder 9 Fortwilliam Cottages (E) - BC 1828 Incomplete Fortwilliam Cottages BC1828 - - - - - - - - - - Partial File no drainage drawing 10 Greythorn Manor (E) Glenageary BC 1823 Incomplete Greythorn Manor BC1823 - - - - - - - - - - Partial File no drainage drawing 11 Hazelbrook Sq. The Court Rathfarnham BC 1861 Incomplete Hazelbrook Sq. The Court BC1861 - - - - - - - - - - Partial File no drainage drawing 12 Kilmacud House (E) Stillorgan BC 1848 Incomplete Kilmacud House BC1848 - - - - - - - - - - Partial File no drainage drawing 13 Library Road (E) Shankill BC 1830 Incomplete Library Rd. Shankill BC1830 - - - - - - - - - - Partial File no surface water drainage shown on drawing 14 Quarry Rd (E) Rathmichael BC 1834 Incomplete Quarry Rd BC1834 - - - - - - - - - - Partial File no drainage drawing 15 Rosemount Cottage (W) Dundrum BC 1853 Incomplete Rosemount Cottage BC1853 - - - - - - - - - - Partial File no drainage drawing 16 Stillorgan Park (E) Stillorgan BC 1855 Incomplete Stillorgan Park BC1855 - - - - - - - - - - Partial File no drainage drawing 17 Trimbleston Phase 2 (W) - - Major Issue - - - - - - - - - - - Empty File Folder 18 Adelaide Rd (E) Dun Laoghaire BC 1840 Complete Adelaide Rd BC1840 DBFL No `- - - - - - - - No attenuation details 19 Belmont Sector 2 (W) Sandyford BC 1738.2 Complete Belmont-Sector 2 BC1738.2 DBFL No - - - - - - - - Apparently no attenuation present. FW and SW shown on drawing 133082 but not directly associated with Belmont Development 20 Brookside (E) Blackrock BC 1851 Complete Brookside BC1851 Virtus Construction Consultants No No - Soakaway Multiple Cultec Soakaways, one soakaway per house - - - - - 21 Carrrickmines Green (E) Carrickmines BC 1588 Complete Carrickmines Green BC1588 Waterman Moylans No - - - - - - - - - 22 Clonlost House (E) Dalkey BC 1788 Complete Clonlost House BC1788 ONCE Civil & Structural No Yes No details Oversized Pipe 900mm Dia Oversized pipe - - - - - 23 Clon Brugh Aikens Village BC1485A TIC Files - Incomplete Clon Brugh BC1485A - No No - - - - - - - - 24 Greygates (W) Mount Merrion BC 1820 Complete Greygates BC1820 Duffy Chartered Engineers No No - Enlarged Pipe 600mm diameter pipe providing approximately 23m3 attenuation Rainwater Harvesting Tank 8000 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. 25 Kenlar (W) Sandyford BC 1815 Complete Kenler BC1815 Pat O'Gorman & Associates No - - - - - - - - Rainwater Butts and Soakaways present 26 Royal Marine Hotel Dun Laoghaire BC 1789 Complete Royal Marine Hotel BC 1789 Muir Assoicates Ltd No - - - - - - - - - 27 Springhill House (E) Killiney BC 1798 Incomplete Springhill House BC1798 Killiney Design Associates No No - - - - - - - No Attenuation 28 "214 Rochestown Ave (E) - Auburn Green" Glenageary BC 1841 Complete 214 Rochestown Ave. BC1841 Barrett Mahony Con. Eng Yes Yes Hydrobrake, Discharge Limited to 3.3 l/s, minimum size of hydrobrake opening to be 75mm Attenuation Tank Stormtech 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)" 29 Aiken Village,Dun Gaoithe (W) Dun Laoghaire BC 1842 Complete Aiken Village,Dun Gaoithe BC1842 CS Consulting Group Yes Yes "Hydrobrake, Discharge Limited to 4.1 l/s, CL 121.60, IL 116.222" Attenuation Tank Stormtech, 335m3 - - - - Minimal Details on attenuation details 30 Ard na Geine (W) Churchtown BC 1831 TIC Files - Complete Ard na Geine BC1831 Kavanagh Burke Con.Engs Yes - - Soakaway Soakaway Stormtech x 2, No volume shown on the drawing - - - - Drainage drawing found in TIC files - 31 Ardilea Cresent (W) Clonskeagh BC1776 TIC Files - Complete Ardilea Crescent BC1776 DBFL Yes Not on dwg. Prob. S4A - Attenuation Tank "Attenuation 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=50.80m" Green Roof on apartment blocks No details - - Multiple issues with SW pipes, these include water infiltration, connections not sealed and joint gaps. Developer was O'Malley Construction 32 Balure (E) Glenageary BC1774 Complete Balure BC1774 GNCE Yes Yes Flow restricted to 2.0l/s (S4) Stormtech """Designed for a 100yr event with a storage required of 115.0m3. IL 48.94m3""" - - - - - 33 Beech Park Cabinteely BC 1864 Beechpark Cabinteely BC1864 Muir Associates Yes Y Hydrobrake, Discharge Limited to 9.6l/s / Hydrobrake, Discharge Limited to 1.0l/s Attenuation Tank """Proposed Underground 95% Void Ratio Modular Storage""" Temporary pond Temporary 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. 34 Belarmine Ph.3 (W) Stepaside BC 1849 Complete Belarmine Ph.3 BC1849 Waterman Moylans Yes Yes "Hydrobrake, Discharge Limited to 1.6l/s Hydrobrake, Discharge Limited to 3.6l/s" Attenuation Tank Stormtec, Volume 241m3 Attenuation Tank Underground Storage, 278m3, TWL 110.5m - - - 35 Belmont Sector 1 (W) Sandyford BC 1738 Complete Belmont,Sector 1, Aikens Village BC1738 DBFL Yes No - Swale """Details to be agreed with DLRCC""" - - - - - 36 Bishops Gate (Phase 1) (E) Kilternan BC1810 Complete Bishops Gate BC1810 Rodger Mullarkey & Associates Yes Yes """Limiting flow to 25l/s, il=126.40. Provide a high level inlet/outlet 525 dia at il=128.00""" GEO Light Storage Tank Off-line Underground Stormcell Tank Detention Basin Bed Level 127.75m OD Existing spring to be diverted via 300 dia. 375mm x 450mm Culvert being diverted. 37 Bishops Gate (Phase 2) (E) Kilternan BC1810 Complete Bishops Gate BC1810 Rodger Mullarkey & Associates Yes Yes - Cellular Storage System 200m3 Total - - - - - 38 Brehon Chair (W) Rathfarnham BC 1850 Complete Brehon Chair BC1850 Corrigan Hodnett Consulting Yes Yes Hydrobrake, Discharge Limited to 1.2 l/s Attenuation Tank MC3500 Stormtech Attenuation Tank - - - - 39 Brighton Wood (W) Leopardstown BC1804 Incomplete Brighton Wood BC1804 Waterman Moylans Yes - Multiple Swales Multiple Swales adjacent to roadways Pond 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. 40 Broadlands (E) Glenageary BC 1801 Complete Broadlands BC1801 Donnachadh O'Brien & Associates Yes "Yes Att. Tank 1" "SW 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 1 "109m3 Storage IL 57.85m" Pluvial Cube Attenuation Tank 2 "40m3 Storage IL 58.50m" Pluvial Cube Attenuation Tank 3 "75m3 Storage IL 58.50m" - 41 Camberley Mews (W) Churchtown BC 1808 Complete Camberley Mews BC1808 Barrett Mahony Con. Eng. Yes Yes Hydrobrake, Discharge Limited to 2.0 l/s Attenuation Tank Existing attenuation tank, unsized - - - - 42 Carraig Bui (E) Cabinteely BC 1852 Complete Carraig Bui BC1852 Lohan & Donnelly Yes No """Outfall MH, Flow Control Device at 8.77 l/s & penstock""" Stormtech SC-740 """Attenuation Tank, min. volume 183m3"" Further details on drawing" Green Roof on apartment block - - - Duplicate building control number with Glenageary Avenue 43 Castlecourt (W) Churchtown BC 1817 Additional Files - Complete Castlecourt, Churchtown BC1817 Donnacadh O'Brien Con. Engs Yes Yes Hydrobrake Manhole Outflow Limited to 2 l/s Attenuation Tanks No details for size Yes 95% 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 44 Clay Farm Phase 1 (W) Ballyogan BC 1727 Complete Clay Farm BC1727 DBFL Yes Multiple "Flow 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 Tank "Surface 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 94.27" Attenuation Tank "Surface 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 92.39" "Swales Bioretention Areas" "Multiple Swales Multiple Retention Areas" Additional details on drawings Some issues with wayleaves and taken in charge drawings. 45 Clay Farm Phase 2 (W) Ballyogan BC 1727 Complete Clay Farm BC1727 DBFL Yes Multiple "Flow 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/s" Attenuation Tank "Surface 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 96.52" Attenuation Tank "Surface 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 102.58" "Swales Bioretention Areas" "Multiple Swales Multiple Retention Areas" Additional details on drawings 46 Clonkeen Road (E) Blackrock BC 1793 Complete Clonkeen Road BC1793 O'Connor Sutton Cronin Yes Yes Q Max 0.6 l/s, Oriface=25mm Attenuation Tank Concrete Storage Tank, 16m x 10m x 1m, 199m3 Storage, CL=39.265, TWL=38.465, IL=37.265 Interception Storage ESS Pluvial Cube, Storage 31.81m3, 5.5m x 6.0m x 1.075m - - - 47 Cluain Shee Aikens Village BC1485B TIC Files - Complete Cluain Shee BC1485B Terry & O'Flanagan Yes Yes S0 Hydrobrake, Cl 113.27, IL109.29 Attenuation Area Attenuation Area Storage Capacity = Circa 1100m. Cu - - - - Details taken from TIC drawings dated September 2007, D121-1002 48 Cualanor (E) Aikens Village BC 1779 Complete Cualanor BC1779 Waterman Moylans Yes Y Hydrobrake IL 27.60/CL 32.00. Allowable Discharge 19.8 l/s Attenuation Tank """Online Surface Water Attenuation Tank (CL 31.50) 1610m x 2.00 max water Level providing 3220m3 of storage""" Detention Basin Attenuation tank overflows to detention basin. 2 X bio-retention areas at bowling club - - 49 Dunedin (E) Monkstown BC 1833 Complete Dunedin BC1833 D.C. Turley and Associates Yes No Outfall manhole with oriface plate 33dia max, discharge limited to 2 l/s - - - - - - No attenuation 50 Eaton Brae House (E) Windy Arbour BC 1856 Complete Eaton Brae House BC1856 Dean Turner Associates Yes Y Penstock valve and flow control device @ 4l/s with min. 75mm morifice and bypass door Attenuation 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 51 Ely Place Rathfarnham BC 1712 Complete Ely Place BC1712 Burroughs Yes Yes """Manhole S1/4 to house orifice control perforated riser for 1/1, 1/30 & 1/100 storm flows." Under-ground storage tank 150m3 of Q100 storm storage to be provided in underground storage tank. CL 49.92/IL 48.35 - - - - - 52 Enderly Dalkey BC 1782 Complete Enderly, Dalkey BC1782 - Yes Yes """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 53 Fernbank House (W) Churchtown BC 1816 Complete Fernbank House BC1816 DBFL Yes Yes "Hydrobrake, Discharge Limited to 3.2 l/s Hydrobrake, Discharge Limited to 2.1 l/s" Attenuation Tank Stormbloc, Volume 718m3, IL 45.82m, TWL 47.80m Attenuation Tank Stormbloc, Volume 148m3, IL 45.56m, TWL 46.22m "Green Roof Swale" "Multiple green roof, Area not provided Dry Swale 58m x 2m x 0.5m" - 54 Glenart Avenue Blackrock BC 1821 Complete Glenart Avenue BC1821 Cronin & Sutton Consulting Yes Yes Oriface Plate Flow Restricter to Limit Outflow to 2l/s Attenuation Tank Attenuation Tank per property x 4 - - - - - 55 Glensavage Blackrock BC 1860 Complete Glensavage Blackrock BC1860 CS Consulting Group Yes Yes Flow Control Manhole, discharge limited to 3.4 l/s Attenuation Tank Pre-cast attenuation tank, 180m3, 0.9m Deep Storage Basin Basin with 1:2 side slopes to cater for emergency storm storage - - - 56 Grange Hill (W) Ballinteer BC 1759 Complete Grange Hill BC1759 AKM Consultants Yes Yes Hydrobrake IL 115.80/CL 118.10 Concrete Attenuation Tank 150m3 Detention Basin IL 117.80 - - - 57 Hawthorn (W) Clonskeagh BC 1803 Complete Hawthorn BC1803 Downes Associates Yes Yes Flow Control Manhole restricted to 8.29 l/s Stormtech SC-790 (740?) "STORMTECH SC-790 ATTENUATION STORAGE UNITS OR SIMILAR APPROVED I.L = 30.515, Volume = 346m2" Detention Basin - - - Seems to be a combination of detention basin and Stormtech SC-740 58 Inglenook (E) Carrickmines BC 1826 Complete Inglenook BC1826 D. Fallon Consulting Engineers Yes Yes Discharge Limited to 3.3 l/s Attenuation Tank Stormtech SC-740, 177m3 - - - - - 59 Knockrabro (W) Goatstown BC 1792 Complete Knocknabro BC1792 DBFL Yes Yes Hydrobrake Optimum Flow Device Manhole 13 l/s @1.6m Attenuation Tank Stormtech mc3500, 9 Rows x 7 Chambers, Volume 344m3, IL 59.263 Swale Bio-retention swale 60m x 5m x 0.5m deep, 61m3 "Green Roof Bioretention Areas" "4 x Green Roof, Approx 877m2 Multiple Retention Areas" - 60 Northumberland Close (E) Dun Laoghaire BC 1838 Incomplete Northumberland Close BC1838 Corrigan Hodnett Consulting Yes - - - - - - - - Some SUDS measures on drawing. No details identified 61 Rockville House (W) Glenamuck BC 1843 Complete Rockville House BC1843 Atkins Yes Yes Vortex Flow Control Device to limit discharge rate 4.4 l/s during 1 in 100 year event Swale - - - - - No details for the swale (volume, size) 62 Shandon Park (E) Monkstown BC 1844 Complete Shandon Park BC1844 Killiney Design Associates Yes Y "Flow control manhole. Discharge to be 2.0 l/s/hectare" Attenuation Tank Aquacell Attenuation Tank (5.0m x 3.0m x 1.0m) Attenuation Tank - - - No details on second attenuation tank 63 Sliverton (W) Rathfarnham BC 1781 Complete Sliverton BC1781 O'Connor Sutton Cronin Yes Y "1200mm, 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/s" Attenuation Tank "STORAGE TANK #1, Stormtech SC 740 Series Total Attenuation Storage Provided - 57.07m3 with 200mm layer of OCCR above tank." Attenuation Tank "STORAGE 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 64 St Paul's Adelaides Rd (E) Glenageary BC 1829 Incomplete St Paul's Adelaides Rd. BC1829 Kavanagh Burke Con. Engs Yes Yes Hydrobrake, Discharge Limited to 2.0 l/s Attenuation Tank Details for attenuation systems are off the page. - - - - No attenuation details 65 Stanford Park (E) Foxrock BC 1818 Complete Stanford Park BC1818 Conor Furey & Associates Ltd Yes Yes """SW 1.6, Hydrobrake MH. CL 73.33m, IL 70.528m" Attenuation Tank "Stormtech MC4500, 184m3 Storage Provided. CL 73.28m, TWL 72.67m (>500MM below lowest FFL). IL 71.146, OL 71.146" Attenuation Tank Stormtech MC4500, 52m3 Storage Provided. CL 72.09m, TWL 71.12m (>500mm below dwelling FFL). IL 71.12 Infiltration Swale "Side Slope 1:3 2.9m(W) top, 0.5m (W) bot 13m (L) x 0.4m (DP)" 66 Stepaside Park (Phase 2) (E) Stepaside BC 1379.1 Complete Stepaside Park BC1379.1 DBFL Yes Yes Flow Control Manhole restricted to 52 l/s. Design Head 2.46m Swale 1 - Detention Basin "100 yr Flood Volume 600m3" - - Filter sewer 67 Taney Nurseries (W) Dundrum BC 1825 Complete Taney Nurseries BC1825 Mc Kenna Pearce Practice Yes Yes Hydrobrake, Discharge Limited to 4.73 l/s Attenuation Tank Aquacell Attenuation Tank (20.0m x 4.5m x 1.2m). Volume 102m3 Soakaway 7 x Aquacell Soakaway, 12m x 1.5m x 0.8m, 1 x Aquacell Soakaway, 14m x 1.5m x 0.8m - - 68 The Grove (W) Goatstown BC 1764 Complete The Grove BC1764 DBFL Yes Yes Flow Control Manhole Limiting Outflow to 5 l/s Attenuation Tank "Attenuation storage using stormtech sc 740 units. Total volume provided = 160m3, IL 38.70m" - - - - - 69 The Rise (W) Mount Merrion BC 1839 Complete The Rise BC1839 Laurence Buckley Con. Eng Yes Yes Hydrobrake, Discharge Limited to 2.0 l/s Attenuation Tank JFC Hydro Chamber or Similar Approved - - - - Very little information on SUDS measures 70 Westminster Wood (E) Foxrock BC 1837 Complete Westminster Wood BC1837 J.B. Barrys C. Engs Yes Yes Hydrobrake, Discharge Limited to 2.0 l/s Attenuation Tank Pluvial Cube, Volume 230m3 - - - - - 71 Ashwood Farm (Not Constructed) 72 Kenmay Incomplete 73 Priory Drive Incomplete Mislabelled?