{
  "fields": [{"id":"_id","type":"int"},{"id":"Development Name","type":"text","info":{"label":"Development Name"}},{"id":"Location","type":"text","info":{"label":"Location"}},{"id":"bldg__ctrl__no_","type":"text","info":{"label":"Bldg. Ctrl. No."}},{"id":"Status","type":"text","info":{"label":"Status"}},{"id":"Hyperlink","type":"text","info":{"label":"Hyperlink"}},{"id":"Consultant Engineers","type":"text","info":{"label":"Consultant Engineers"}},{"id":"suds_built__y_n_","type":"text","info":{"label":"SUDS Built (Y/N)"}},{"id":"h_brake_1__y___n_","type":"text","info":{"label":"H.brake 1 (Y / N)"}},{"id":"Hydrobrake Details","type":"text","info":{"label":"Hydrobrake Details"}},{"id":"SUDS Type 1","type":"text","info":{"label":"SUDS Type 1"}},{"id":"SUDS Measure Description 1","type":"text","info":{"label":"SUDS Measure Description 1"}},{"id":"SUDS Type 2","type":"text","info":{"label":"SUDS Type 2"}},{"id":"SUDS Measure Description 2","type":"text","info":{"label":"SUDS Measure Description 2"}},{"id":"Additional SUDS","type":"text","info":{"label":"Additional SUDS"}},{"id":"Additional SUDS Description","type":"text","info":{"label":"Additional SUDS Description"}},{"id":"Comments","type":"text","info":{"label":"Comments"}},{"id":"Comments - Additional Files","type":"text","info":{"label":"Comments - Additional Files"}}],
  "records": [
    [1,"Anglesey House (W)","Blackrock","BC 1845","Incomplete","Anglesey House BC1845","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [2,"Ardmore Park (E)","Sallynogin","BC 1814","Incomplete","Ardmore Park BC1814","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [3,"Barclay Court (W)","Blackrock","BC 1854","Incomplete","Barclay Court BC1854","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [4,"Carrickmines Manor (E)","Carrickmines","BC 1847","Complete","Carrickmines Manor BC1847","-","-","-","-","-","-","-","-","-","-","No drainage information available",null],
    [5,"Cherrywood Town City (E)","Cherrywood","BC 1859","Incomplete","Cherrywood T.C BC1859","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [6,"Clonbur (E)","Foxrock","BC 1858","Incomplete","Clonbur Foxrock BC1858","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [7,"Feldberg","Glenageary","BC 1846","Incomplete","Feldberg BC1846","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [8,"Flanagan's","Mount Merrion","BC 1863","Major Issue","Flanagan's Mount Merrion BC1863","-","-","-","-","-","-","-","-","-","-","Empty File Folder",null],
    [9,"Fortwilliam Cottages (E)","-","BC 1828","Incomplete","Fortwilliam Cottages BC1828","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [10,"Greythorn Manor (E)","Glenageary","BC 1823","Incomplete","Greythorn Manor BC1823","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [11,"Hazelbrook Sq. The Court","Rathfarnham","BC 1861","Incomplete","Hazelbrook Sq. The Court BC1861","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [12,"Kilmacud House (E)","Stillorgan","BC 1848","Incomplete","Kilmacud House BC1848","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [13,"Library Road (E)","Shankill","BC 1830","Incomplete","Library Rd. Shankill BC1830","-","-","-","-","-","-","-","-","-","-","Partial File no surface water drainage shown on drawing",null],
    [14,"Quarry Rd (E)","Rathmichael","BC 1834","Incomplete","Quarry Rd BC1834","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [15,"Rosemount Cottage (W)","Dundrum","BC 1853","Incomplete","Rosemount Cottage BC1853","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [16,"Stillorgan Park (E)","Stillorgan","BC 1855","Incomplete","Stillorgan Park BC1855","-","-","-","-","-","-","-","-","-","-","Partial File no drainage drawing",null],
    [17,"Trimbleston Phase 2 (W)","-","-","Major Issue","-","-","-","-","-","-","-","-","-","-","-","Empty File Folder",null],
    [18,"Adelaide Rd (E)","Dun Laoghaire","BC 1840","Complete","Adelaide Rd BC1840","DBFL","No","`-","-","-","-","-","-","-","-","No attenuation details",null],
    [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",null],
    [20,"Brookside (E)","Blackrock","BC 1851","Complete","Brookside BC1851","Virtus Construction Consultants","No","No","-","Soakaway","Multiple Cultec Soakaways, one soakaway per house","-","-","-","-","-",null],
    [21,"Carrrickmines Green (E)","Carrickmines","BC 1588","Complete","Carrickmines Green BC1588","Waterman Moylans","No","-","-","-","-","-","-","-","-","-",null],
    [22,"Clonlost House (E)","Dalkey","BC 1788","Complete","Clonlost House BC1788","ONCE Civil & Structural","No","Yes","No details","Oversized Pipe","900mm Dia Oversized pipe","-","-","-","-","-",null],
    [23,"Clon Brugh","Aikens Village","BC1485A","TIC Files - Incomplete","Clon Brugh BC1485A","-","No","No","-","-","-","-","-","-","-","-",null],
    [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.",null],
    [25,"Kenlar (W)","Sandyford","BC 1815","Complete","Kenler BC1815","Pat O'Gorman & Associates","No","-","-","-","-","-","-","-","-","Rainwater Butts and Soakaways present",null],
    [26,"Royal Marine Hotel","Dun Laoghaire","BC 1789","Complete","Royal Marine Hotel BC 1789","Muir Assoicates Ltd","No","-","-","-","-","-","-","-","-","-",null],
    [27,"Springhill House (E)","Killiney","BC 1798","Incomplete","Springhill House BC1798","Killiney Design Associates","No","No","-","-","-","-","-","-","-","No Attenuation",null],
    [28,"214 Rochestown Ave (E)\r - 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.\r 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, \r CL 121.60, IL 116.222","Attenuation Tank","Stormtech, 335m3","-","-","-","-","Minimal Details on attenuation details",null],
    [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.\r Dimensions=160m2 x 1.5m Deep, Volume=240m3, Dividing Weir Level=50.80m","Green Roof on apartment blocks","No details","-","-",null,"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\"","-","-","-","-","-",null],
    [33,"Beech Park","Cabinteely","BC 1864",null,"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\r Hydrobrake, Discharge Limited to 3.6l/s","Attenuation Tank","Stormtec, Volume  241m3","Attenuation Tank","Underground Storage, 278m3, TWL 110.5m","-","-","-",null],
    [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\"","-","-","-","-","-",null],
    [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.\r 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",null,null,"Existing spring to be diverted via 300 dia. 375mm x 450mm Culvert being diverted.",null],
    [37,"Bishops Gate (Phase 2) (E)","Kilternan","BC1810","Complete","Bishops Gate BC1810","Rodger Mullarkey & Associates","Yes","Yes","-","Cellular Storage System","200m3 Total","-","-","-","-","-",null],
    [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","-","-","-","-",null,null],
    [39,"Brighton Wood (W)","Leopardstown","BC1804","Incomplete","Brighton Wood BC1804","Waterman Moylans","Yes",null,"-","Multiple Swales","Multiple Swales adjacent to roadways","Pond to store M30 event/M30 to M100 storage in woodland area","-",null,null,"Dry ditch present, proprosal for ditch to drain into swale. Foul storage tank, not sure if it is being used.",null],
    [40,"Broadlands (E)","Glenageary","BC 1801","Complete","Broadlands BC1801","Donnachadh O'Brien & Associates","Yes","Yes\r 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)\r 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\r IL 57.85m","Pluvial Cube Attenuation Tank 2","40m3 Storage\r IL 58.50m","Pluvial Cube Attenuation Tank 3","75m3 Storage\r IL 58.50m","-",null],
    [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","-","-","-","-",null,null],
    [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\"\r Further details on drawing","Green Roof on apartment block","-","-","-","Duplicate building control number with Glenageary Avenue",null],
    [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",null],
    [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.\r Flow control device for catchment B 22.9 l/s. IL 94.52\r Flow control device for catchment C 43.1 l/s. IL 92.72\r 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\r 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\r Surface water storage catchment D: Stormtech SC 740, Volume 506.8m3 (1:100 Year). IL 90.97m, TWL 92.39","Swales\r Bioretention Areas","Multiple Swales\r 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,\r Flow control device for catchment C 39.5 l/s, Flow control device for catchment D 13.6 l/s,\r Flow control device for catchment E 28.8 l/s, Flow control device for catchment F 23.5 l/s,\r 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\r Surface water storage catchment B: Stormtech MC3500, Volume 1105m3 (1:100 Year). IL 101.81m, TWL 103.52\r 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\r Surface water storage catchment E: Stormtech MC3500, Volume 568m3 (1:100 Year). IL 92.80m, TWL 94.27\r Surface water storage catchment F: Stormtech MC3500, Volume 366m3 (1:100 Year). IL 95.90m, TWL 97.34\r Surface water storage catchment G: Stormtech MC3500, Volume 1131m3 (1:100 Year). IL 101.3m, TWL 102.58","Swales\r Bioretention Areas","Multiple Swales\r Multiple Retention Areas","Additional details on drawings",null],
    [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","-","-","-",null],
    [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",null],
    [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","-","-",null],
    [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",null],
    [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\r Wavin Aquacell Size 37.5M Long X 4m\r Wide X 0.8m Deep. (Volume 120m)\"","-","-","-","-","No connection shown from attenuation tank to pipe work",null],
    [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","-","-","-","-","-",null],
    [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)\r with 300mm of CL505 stone (min. 43% voids) above and below chambers\"","-","-","-","-","Discharges to combined sewer? Duplicate BC number with The Cottages, Tivoli Road",null],
    [53,"Fernbank House (W)","Churchtown","BC 1816","Complete","Fernbank House BC1816","DBFL","Yes","Yes","Hydrobrake, Discharge Limited to 3.2 l/s\r 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\r Swale","Multiple green roof, Area not provided\r Dry Swale 58m x 2m x 0.5m","-",null],
    [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","-","-","-","-","-",null],
    [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","-","-","-",null],
    [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","-","-","-",null],
    [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\r I.L = 30.515, Volume = 346m2","Detention Basin","-","-","-","Seems to be a combination of detention basin and Stormtech SC-740",null],
    [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","-","-","-","-","-",null],
    [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\r Bioretention Areas","4 x Green Roof, Approx 877m2\r Multiple Retention Areas","-",null],
    [60,"Northumberland Close (E)","Dun Laoghaire","BC 1838","Incomplete","Northumberland Close BC1838","Corrigan Hodnett Consulting","Yes","-","-","-","-","-","-","-","-","Some SUDS measures on drawing. No details identified",null],
    [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)",null],
    [62,"Shandon Park (E)","Monkstown","BC 1844","Complete","Shandon Park BC1844","Killiney Design Associates","Yes","Y","Flow control manhole.\r 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",null],
    [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\r S14, 1200mm, CL 112.300m, Hydrobrake MH, Limited to 3.2l/s","Attenuation Tank","STORAGE TANK #1, Stormtech SC 740 Series\r Total Attenuation Storage Provided - 57.07m3\r with 200mm layer of OCCR above tank.","Attenuation Tank","STORAGE TANK #2\r Stormtech SC 740 Series\r Total Attenuation Storage Provided - 70.70m3\r with 200mm layer of OCCR above tank.","-","-","Additonal details on drawing number N210-H01",null],
    [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",null],
    [65,"Stanford Park (E)","Foxrock","BC 1818","Complete","Stanford Park BC1818","Conor Furey & Associates Ltd","Yes","Yes","\"SW 1.6, Hydrobrake MH.\r CL 73.33m, IL 70.528m","Attenuation Tank","Stormtech MC4500, 184m3 Storage Provided. CL 73.28m, TWL 72.67m (>500MM below lowest FFL).\r 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\r 2.9m(W) top, 0.5m (W) bot 13m (L) x 0.4m (DP)",null,null],
    [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\r Volume 600m3","-","-","Filter sewer",null],
    [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","-","-",null,null],
    [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.\r Total volume provided = 160m3, IL 38.70m","-","-","-","-","-",null],
    [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",null],
    [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","-","-","-","-","-",null],
    [71,"Ashwood Farm (Not Constructed)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null],
    [72,"Kenmay",null,null,"Incomplete",null,null,null,null,null,null,null,null,null,null,null,null,null],
    [73,"Priory Drive",null,null,"Incomplete",null,null,null,null,null,null,null,null,null,null,null,"Mislabelled?",null]
]}