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{"sheet":"Guidance notes","index":0,"n_rows":97,"n_cols":13,"rows_kept":97,"cut":false,"hidden":false,"merged":[[27,4,27,11],[61,4,61,14],[64,4,64,13],[74,4,74,14],[66,4,66,13],[70,4,70,13],[44,4,44,14],[45,4,45,14],[23,4,23,7],[16,4,16,12],[17,4,17,12],[19,4,19,13],[20,4,20,13],[21,4,21,13],[47,4,47,14],[58,4,58,13],[59,4,59,6],[83,4,83,14],[95,6,95,8]]}
[]
[null,null,null,null,"Enfield Council's Sustainable Drainage Proforma for Minor Developments"]
[]
[null,null,null,null,"Introduction"]
[null,null,null,null,"This Sustainable Drainage (SuDS) Proforma is intended for all minor developments that are below 250m² in size, including all Householder developments"]
[null,null,null,null,"It will be a requirement to fill in this form to validate your full application"]
[null,null,null,null,"For developments over this size, please use the London Sustainable Drainage Proforma on our website"]
[]
[null,null,null,null,"This form guides you through the information we require on the proposed SuDS measures based on the type of development"]
[]
[null,null,null,null,"You will need to submit this completed form alongside any relevant documentation such as:"]
[null,null,null,"1.","Drainage (and other) Drawings showing the location of the proposed SuDS features"]
[null,null,null,"2.","Specifications and cross sections of the proposed SuDS features"]
[null,null,null,"3.","Management Plan for future maintenance of the proposed SuDS features"]
[]
[null,null,null,1,"Ensure your development is safe from Flooding"]
[null,null,null,null,"As part of the feasibility of the development it is important to check if the site is subject to flood risk. This is to ensure the development is safe from flooding and does not increase flood risk elsewhere. "]
[null,null,null,null,"Developments that are subject to surface water or fluvial flood risk, those that impede overland flow routes or those that may cause localised groundwater flooding will be objected to"]
[null,null,null,null,"The EA's website ","is able to help you determine if your development is subject to surface water or fluvial (from rivers) flooding. In these maps:"]
[null,null,null,"­","Flood Zone 3 and 2 are highlighted as \"High\" and \"Medium\" risk respectively and correspond to the 1 in 100 and 1 in 1000 year flood event"]
[null,null,null,"­","Areas highlighted as \"Medium\" surface water flood risk corresponds to the 1 in 100 year flood event"]
[null,null,null,null,"For basement levels, it must be demonstrated that the basement does not impede groundwater flows as this can lead to localised flooding. A Groundwater Flood Risk Assessment is needed to determine this. Basement developments will not be allowed in areas subject to surface water or fluvial flood risk"]
[]
[null,null,null,null,"Site Specific Flood Risk Assessments (FRAs)"]
[null,null,null,null,"These are required when the site is subject to any type of flood risk (if your answer has been highlighted orange for questions 7 or 8 of the form). You will need:"]
[null,null,null,"●","Information on the flood depth (1 in 100 year + 35% climate change) for fluvial and surface water flood risk"]
[null,null,null,"●","To demonstrate that the finished floor levels of the development are 300mm above the fluvial flood depth and 100mm above the surface water flood depth"]
[null,null,null,"●","A flood evacuation plan with the evacuation route being in the \"low\" hazard level according to the FD2320",null,null,null,null,null,null,null,"R&D Technical Report FD2320"]
[null,null,null,"●","To demonstrate the development involves no net loss of flood storage on site"]
[null,null,null,"●","To demonstrate the development does not impede overland flow routes"]
[]
[null,null,null,null,"Groundwater Flood Risk Assessments (GW FRAs)"]
[null,null,null,null,"These are required for any development involving a basement level. You will require:"]
[null,null,null,"●","Onsite geological investigation recording the depth groundwater is encountered and the geology of the site"]
[null,null,null,"●","Information on the depth of the finished basement level (relative to the depth groundwater has been encountered)"]
[null,null,null,"●","Further information demonstrating the basement does not impede groundwater flows (if necessary)"]
[null,null,null,"●","Information on any mitigation measures to prevent groundwater ingress into the basement"]
[]
[null,null,null,null,"Proximity to a watercourse"]
[null,null,null,null,"Developments require permission from the relevant managing body if they are building within 8m of a watercourse"]
[null,null,null,null,"Check to see if your development is in close proximity to a watercourse on our website"]
[null,null,null,null,"If the development is in close proximity to a watercourse you will need to consult the",null,null,null,null,null,null,"Watercourses Team"]
[]
[null,null,null,2,"Ensure your development doesn't increase Flood Risk elsewhere by using SuDS"]
[null,null,null,null,"All areas of hardstanding can contribute to flooding downstream of a development. In Enfield, stormwater goes down drains and flows into the nearest river. During rainfall events, our local rivers can become overwhelmed and cause flooding. "]
[null,null,null,null,"Any loss of green space or increase in areas of hardstanding can make the problem worse. Therefore, according to the Council's policies, all developments must incoporate SuDS measures to reduce runoff offsite"]
[null,null,null,null,"This includes retrofitting SuDS into existing developments to manage existing flood risk"]
[null,null,null,null,"SuDS can provide multiple benefits as well as stormwater management, such as filtering pollutants, improving biodiversity, and increasing climate change resilience. They can provide great spaces for amenity too."]
[null,null,null,null,"Crossovers, extensions and new basements should include at least one \"source control\" SuDS measure in the development"]
[null,null,null,null,"These types of SuDS measures include Rain Gardens, Green Roofs and Permeable Paving and should be designed to attenuate runoff for a 1 in 2 year storm event"]
[null,null,null,null,"New developments such as new houses must try to achieve greenfield runoff rates (1 in 100 year storm event) by using \"source control\" and \"attenuation\" SuDS measures"]
[null,null,null,null,"Rain Gardens and Permeable Paving can provide both source control and attenuation"]
[]
[null,null,null,null,"Geology"]
[null,null,null,null,"When choosing a site's appropriate SuDS measures, it is important to note the site's geology. "]
[null,null,null,null,"Sites that are underlain by gravel geology should consider full infiltration either using rain gardens or permeable paving"]
[null,null,null,null,"You should still use rain gardens and permeable paving in areas of clay geology, as these features do not rely on infiltration to function"]
[null,null,null,null,"It is encouraged to have an overflow in case full infiltration is not possible"]
[null,null,null,null,"If you are proposing to use full infiltration without an overflow or propose to use a soakaway, you will need to conduct an onsite "]
[null,null,null,null,"geological investigation in line with ",null,null,"BRE365"," to determine the geology, infiltration rate of the soils, and depth to the water table"]
[]
[null,null,null,null,"Here is some information on types of SuDS measures that are appropriate for small scale developments. These SuDS can easily be integrated into the landscape and provide the most benefits:"]
[]
[null,null,null,null,"Rain Gardens"]
[null,null,null,null,"These are sunken planted features made up of gravel sub-base, topsoil and planting, and the space between the planting layer and ground level (which is called freeboard)"]
[null,null,null,null,"Hardstanding areas can slope towards a rain garden, or rainwater pipes can discharge directly onto these features"]
[null,null,null,null,"You can size a rain garden to provide source control (1 in 2 year) and attenuation (up to 1 in 100 year plus climate change). The ratio of hardstanding draining to a rain garden should not exceed 10:1"]
[]
[null,null,null,null,"Permeable Paving"]
[null,null,null,null,"There are a variety of materials that are permeable, such as resin bound or block paving"]
[null,null,null,null,"Permeable paving can provide attenuation in its sub-base for up to the 1 in 100 year plus climate change event. Rainwater pipes can also discharge onto these areas to prevent the sub-base blocking up with silts"]
[null,null,null,null,"The ratio of hardstanding draining onto permeable paving should not exceed 3:1 unless the geology below the paving has a high infiltration rate"]
[]
[null,null,null,null,"Rain Planters"]
[null,null,null,null,"These are like raised rain gardens in a box planter that can only manage runoff generated from roofs. They do not provide attenuation exceeding a 1 in 2 year storm event"]
[null,null,null,null,"Rainwater pipes discharge onto the planter and filters down to the gravel layer where there is an overflow connection back to the existing surface sewer"]
[null,null,null,null,"The ratio of roof runoff draining to a planter should not exceed 50:1 (a planter draining 50m² of roof should be at least 1m² in size)"]
[]
[null,null,null,null,"Green Roofs"]
[null,null,null,null,"There are a wide variety of green, blue and brown roofs that are often easily maintainable and can be used on a variety of different roofs. They are mainly used on flat roofs"]
[null,null,null,null,"They can provide multiple benefits as well as stormwater management which include providing insulation for the building and reducing the urban heat island effect"]
[null,null,null,null,"Intensive green roofs provide the most stormwater, water quality, biodiversity and amenity benefit, although they require more loading capacity on the roof"]
[]
[null,null,null,null,"There are other SuDS features that can be used such as geocellular tanks to provide attenuation, but these are difficult to maintain for small scale developments and must be used in conjunction with Source Control SuDS measures if proposed"]
[]
[null,null,null,null,"Useful Links"]
[null,null,null,null,"o    Enfield's SuDS webpage, which contains a Design Guide"]
[null,null,null,null,"o    CIRIA C753 The SuDS Manual"]
[null,null,null,null,"o    UDL Designing a Rain Gardens: A Practical Guide"]
[null,null,null,null,"o    The London Plan Sustainable Design and Construction SPG"]
[null,null,null,null,"o    DEFRA non-statutory technical standards for sustainable drainage"]
[null,null,null,null,"o    Environment Agency climate change guidance"]
[]
[null,null,null,null,"Policy Documents"]
[null,null,null,"1.","London Borough of Enfield Development Management Document policy 61"]
[null,null,null,"2.","London Plan policy 5.13",null,"New London Plan policy SI13",null,null,"and new draft Local Plan policy SUS5."]
[null,null,null,"3.","The National Planning Policy Framework (NPPF)"]

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[null,null,null,null,null,null,null,null,null,"Key"]
[null,"1. Project and Site Details ",null,null,null,null,null,null,null,null,"Application invalid "]
[1,"Project/Site Name                                                                                                                                                                                                                                                                                                       ",null,null,null,null,null,null,null,null,"A Site Specific Flood Risk Assessment is needed"]
[2,"Site Address"]
[3,"LPA Reference"]
[4,"Type of Development"]
[5,"Total Site Area (m²)"]
[6,"Total Proposed Impermable Area (m²)"]
[7,"Is the site subject to flooding from rivers?"]
[8,"Is the site subject to surface water flood risk?"]
[9,"Is the site within 8m of a watercourse or culvert?"]
[10,"Site infiltration potential"]
[null,"2. Additional Information",null,null,null,null,null,null,null,null,null,null,null,null,null,"Ground Floor Extension"]
[11,"Have you submitted drawings of SuDS proposals?",null,null,null,null,null,null,null,null,null,null,null,null,null,"Upper Floor/Vertical Extension"]
[12,"Have you submitted a management plan for SuDS features?",null,null,null,null,null,null,null,null,null,null,null,null,null,"New Build"]
["`","3. Design Details ",null,null,null,null,null,null,null,null,null,null,null,null,null,"New Build with basement"]
[13,"No. of SuDS Features ",0,"Target Attenuation (m3)","Minimum Attenution Needed (m3)","Please provide reasoning if target attenuation is not provided ",null,null,null,null,null,null,null,null,null,"Basement"]
[14,"Total attenuation provided (m3)",{"$f":"SUM(E$20:E$23)","v":0},{"$f":"One_in_hundred","v":0},{"$f":"One_in_two","v":0},null,null,null,null,null,null,null,null,null,null,"Vehicle Crossover or New Hardstanding"]
[null,"Type of Feature ","Area of SuDS feature (m2)","Area Drained to SuDS feature (m2)","Attenuation Volume of SuDS feature (m3)",null,null,null,null,null,null,null,null,null,null,"Change of use"]
["A",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other"]
["B"]
["C"]
["D"]
[]
[]
[]
[]
[{"$f":"IF(Development=\"Other\",\"5\",\" \")","v":" "},{"$f":"IF(Development=\"Other\",\"Please provide development Information\",\" \")","v":" "},null,null,null,null,null,null,null,null,null,null,null,null,null,"High Risk"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Medium Risk "]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Low Risk"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Very Low Risk"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Full Infiltration"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Partial Infiltration"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Yes"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rain Garden"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Green Roof"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Permeable Paving"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rain Planter"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Soakaway"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Geocellular Tank"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainwater Harvesting System"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Water Butt"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Other"]

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[null,null,null,null,null,null,null,null,"Consult the Watercourses Team "]
[]
[1,"Does the Watercourses Team need to be consulted? "]
[]
[null,"Type of development",{"$f":"Development","v":0}]
[null,"Proposed Impermeable Area ",{"$f":"Total_Proposed_Impermable_Area","v":0}]
[null,"Is the site in Flood Zone 2 or 3?",{"$f":"Fluvial","v":0}]
[null,"Surface Water",{"$f":"Surface","v":0}]
[null,"Basement",{"$f":"IF(Development=\"Basement\",\"Yes\",IF(Development=\"New Build with basement\",\"Yes\",\"No\"))","v":"No"}]
[null,"Within 8m of a watercourse",{"$f":"Watercourse","v":0}]
[]
[2,"Is the attenuation provided adequate?"]
[]
[null,"Attenuation provided (m3)",{"$f":"IF(Number_of_SuDS_Features=0,\"0\",Total_attenuation_provided__m3)","v":"0"},null,null,null,null,null,null,null,null,null,null,"Yes"]
[null,"1 in 1 (m3)",{"$f":"One_in_one","v":0}]
[null,"1 in 2 (m3)",{"$f":"One_in_two","v":0}]
[null,"1 in 30 (m3)",{"$f":"One_in_thirty","v":0},null,null,null,null,null,null,null,null,null,null,"No"]
[null,"1 in 100 (m3)",{"$f":"One_in_hundred","v":0},null,null,null,null,null,null,null,null,null,null,"N/A"]
[]
[null,"Decision",{"$f":"IF(C14<=C16,\"Object, storage requirment not met\",IF(C14<=C18,\"Check justification for not providing maximum storage\",\"Adequate storage provided\"))","v":"Adequate storage provided"}]
[]
[3,"SuDS Checklist"]
[]
[null,"Number of SuDS Features",{"$f":"No._of_SuDS_Features","v":0}]
[null,"SuDS features used",{"$f":"IF(Number_of_SuDS_Features=\"0\",\"-\",'Applicant Details '!B20&\"  \"&'Applicant Details '!B21&\"  \"&'Applicant Details '!B22&\"  \"&'Applicant Details '!B22&\"\")","v":"      "}]
[null,"Drawing","Yes"]
[null,"Management plan for SuDS ","No"]
[null,"Have you checked the fluvial flood risk on site?"]
[null,"Have you checked the surface water flood risk om site?"]
[null,"Have you checked whether the development is close to a watercourse (within 8m)? "]

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[null,"SuDS Hydrological Modelling Tool"]
[null,"Estimates greenfield runoff rates and storage volumes for post development sites"]
[null,"Standard LBE storage policy for a 1 in 1, 1 in 30 and 1 in 100 year return periods"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Highland Rainfall","Data from FEH - Trent Park "]
[null,"User Guide"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 in 1"]
[1,"Site Details"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Avg Outflow",{"$f":"((Q_1)/2/1000/10000)","v":6.758185720825197E-8},"m3/s/m2"]
[null,null,"Site Area ",0.1,"ha","Site area (includes permeable area - which still contributes runoff to areas that are drained)"]
[null,null,"Drained Area ",{"$f":"'Applicant Details '!C8","v":0},"m2","Cannot exceed site area, usually impermeable but not always",null,null,null,null,null,null,null,null,null,null,null,"Rainfall Duration (min)","Rainfall Depth (mm)","Rainfall Depth +CC (mm)","Intensity (mm/hr)","Inflow volume (m3/m2)","Rainfall Duration (Secs)","Outflow vol (m3/m2)","Volume (m3/m2)",null,"Volume (m3/m2)","Rainfall Duration (min)",null,null,null,"Rainfall Duration (min)","Rainfall Depth (mm)","Rainfall Depth +CC (mm)","Intensity (mm/hr)","Inflow volume (m3/m2)","Rainfall Duration (Secs)","Outflow vol (m3/m2)","Volume (m3/m2)",null,"Volume (m3/m2)","Rainfall Duration (min)"]
[null,null,"Location",3,null,"Please select location on hydrological Map",null,null,null,null,null,null,null,null,null,null,null,15,7.49,{"$f":"S11*1.4","v":10.485999999999999},{"$f":"(S11/R11)*60","v":29.96},{"$f":"(T11*10^-3)","v":1.0485999999999999E-2},{"$f":"R11*60","v":900},{"$f":"$S$8*W11","v":6.0823671487426776E-5},{"$f":"MAX(0,$V$11-$X$11)","v":1.0425176328512573E-2},null,{"$f":"MAX(0,$V$11-$X$11)","v":1.0425176328512573E-2},15,null,null,null,15,8.3699999999999992,{"$f":"AG11*1.4","v":11.717999999999998},{"$f":"(AG11/AF11)*60","v":33.479999999999997},{"$f":"(AH11*10^-3)","v":1.1717999999999999E-2},{"$f":"AF11*60","v":900},{"$f":"$S$8*AK11","v":6.0823671487426776E-5},{"$f":"MAX(0,$V$11-$X$11)","v":1.0425176328512573E-2},null,{"$f":"MAX(0,$V$11-$X$11)","v":1.0425176328512573E-2},15]
[null,null,"SAAR ",{"$f":"VLOOKUP(D11,B58:C63,2,FALSE)","v":623},"mm",null,null,null,null,null,null,null,null,null,null,null,null,30,9.3800000000000008,{"$f":"S12*1.4","v":13.132},18.760000000000002,{"$f":"(T12*10^-3)","v":1.3132E-2},1800,1.2164734297485355E-4,{"$f":"MAX(0,$V$12-$X$12)","v":1.3010352657025145E-2},null,{"$f":"MAX(0,$V$12-$X$12)","v":1.3010352657025145E-2},30,null,null,null,30,10.7,{"$f":"AG12*1.4","v":14.979999999999999},21.4,{"$f":"(AH12*10^-3)","v":1.4979999999999999E-2},1800,1.2164734297485355E-4,{"$f":"MAX(0,$V$12-$X$12)","v":1.3010352657025145E-2},null,{"$f":"MAX(0,$V$12-$X$12)","v":1.3010352657025145E-2},30]
[null,null,"SPR",{"$f":"VLOOKUP($D$11,D58:E62,2,TRUE)","v":0.3},null,null,null,null,null,null,null,null,null,null,null,null,null,60,11.7,16.38,11.7,1.6379999999999999E-2,3600,2.432946859497071E-4,{"$f":"MAX(0,$V$13-$X$13)","v":1.613670531405029E-2},null,{"$f":"MAX(0,$V$13-$X$13)","v":1.613670531405029E-2},60,null,null,null,60,13.09,18.325999999999997,13.09,1.8325999999999999E-2,3600,2.432946859497071E-4,{"$f":"MAX(0,$V$13-$X$13)","v":1.613670531405029E-2},null,{"$f":"MAX(0,$V$13-$X$13)","v":1.613670531405029E-2},60]
[null,null,"Climate Change Factor ",0.4,null,"40% increase on design rainfall now accepted as industry standard",null,null,null,null,null,null,null,null,null,null,null,120,14.57,20.398,7.2850000000000001,2.0397999999999999E-2,7200,4.865893718994142E-4,{"$f":"MAX(0,$V$14-$X$14)","v":1.9911410628100586E-2},null,{"$f":"MAX(0,$V$14-$X$14)","v":1.9911410628100586E-2},120,"`",null,null,120,19.16,26.823999999999998,9.58,2.6823999999999997E-2,7200,4.865893718994142E-4,{"$f":"MAX(0,$V$14-$X$14)","v":1.9911410628100586E-2},null,{"$f":"MAX(0,$V$14-$X$14)","v":1.9911410628100586E-2},120]
[null,null,"Urban Creep Factor",1.1000000000000001,null,"Taken from Scottish Sewer for Adoption",null,null,null,null,null,null,null,null,null,null,null,240,18.100000000000001,25.34,4.5250000000000004,2.5340000000000001E-2,14400,9.7317874379882841E-4,{"$f":"MAX(0,$V$15-$X$15)","v":2.4366821256201172E-2},null,{"$f":"MAX(0,$V$15-$X$15)","v":2.4366821256201172E-2},240,null,null,null,240,25.43,35.601999999999997,6.3574999999999999,3.5601999999999995E-2,14400,9.7317874379882841E-4,{"$f":"MAX(0,$V$15-$X$15)","v":2.4366821256201172E-2},null,{"$f":"MAX(0,$V$15-$X$15)","v":2.4366821256201172E-2},240]
[null,null,null,null,null,null,null,"Enfield Hydrological Map",null,null,null,null,null,null,null,null,null,360,20.53,28.742000000000001,3.4216666666666669,2.8742E-2,21600,1.4597681156982426E-3,{"$f":"MAX(0,$V$16-$X$16)","v":2.7282231884301757E-2},null,{"$f":"MAX(0,$V$16-$X$16)","v":2.7282231884301757E-2},360,null,null,null,360,28.83,40.361999999999995,4.8049999999999997,4.0361999999999995E-2,21600,1.4597681156982426E-3,{"$f":"MAX(0,$V$16-$X$16)","v":2.7282231884301757E-2},null,{"$f":"MAX(0,$V$16-$X$16)","v":2.7282231884301757E-2},360]
[2,"Calculating Greenfield Runoff Rate",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,720,25.46,35.643999999999998,2.121666666666667,3.5644000000000002E-2,43200,2.9195362313964852E-3,{"$f":"MAX(0,$V$17-$X$17)","v":3.2724463768603516E-2},null,{"$f":"MAX(0,$V$17-$X$17)","v":3.2724463768603516E-2},720,null,null,null,720,34.04,47.655999999999999,2.8366666666666669,4.7655999999999997E-2,43200,2.9195362313964852E-3,{"$f":"MAX(0,$V$17-$X$17)","v":3.2724463768603516E-2},null,{"$f":"MAX(0,$V$17-$X$17)","v":3.2724463768603516E-2},720]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"24*60","v":1440},30.97,43.357999999999997,1.2904166666666665,4.3358000000000001E-2,86400,5.8390724627929705E-3,{"$f":"MAX(0,$V$18-$X$18)","v":3.7518927537207029E-2},null,{"$f":"MAX(0,$V$18-$X$18)","v":3.7518927537207029E-2},{"$f":"24*60","v":1440},null,null,null,{"$f":"24*60","v":1440},39.03,54.641999999999996,1.6262500000000002,5.4641999999999996E-2,86400,5.8390724627929705E-3,{"$f":"MAX(0,$V$18-$X$18)","v":3.7518927537207029E-2},null,{"$f":"MAX(0,$V$18-$X$18)","v":3.7518927537207029E-2},{"$f":"24*60","v":1440}]
[null,"Qbar(rural)=1.08Area0.89SAAR1.17SPR2.17",null,{"$f":"1.08*0.5^0.89*SAAR^1.17*SPR^2.17","v":79.508067303825854},"l/s/50ha for calc)","IH124 method",null,null,null,null,null,null,null,null,null,null,null,{"$f":"48*60","v":2880},37.659999999999997,52.72399999999999,0.78458333333333319,5.2723999999999993E-2,172800,1.1678144925585941E-2,{"$f":"MAX(0,$V$19-$X$19)","v":4.104585507441405E-2},null,{"$f":"MAX(0,$V$19-$X$19)","v":4.104585507441405E-2},{"$f":"48*60","v":2880},null,null,null,{"$f":"48*60","v":2880},45.16,63.22399999999999,0.9408333333333333,6.3223999999999989E-2,172800,1.1678144925585941E-2,{"$f":"MAX(0,$V$19-$X$19)","v":4.104585507441405E-2},null,{"$f":"MAX(0,$V$19-$X$19)","v":4.104585507441405E-2},{"$f":"48*60","v":2880}]
[null,null,"Qbar",{"$f":"Q50ha/50","v":1.5901613460765172},"l/s/ha"]
[]
[null,"Growth Curves",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 in 30"]
[]
[null,"Q1","Qbar x 0.85 =",{"$f":"Qbar*0.85","v":1.3516371441650394},"l/s/ha",null,null,null,null,null,null,null,null,null,null,null,null,"Avg Outflow",{"$f":"((Q_30)/2/1000/10000)","v":1.8286855479879947E-7},"m3/s/m2"]
[null,"Q2","Qbar x 0.95 =",{"$f":"Qbar*0.95","v":1.5106532787726912},"l/s/ha"]
[null,"Q30","Qbar x 2.3  =",{"$f":"Qbar*2.3","v":3.6573710959759893},"l/s/ha",null,null,null,null,null,null,null,null,null,null,null,null,"Rainfall Duration (min)","Rainfall Depth (mm)","Rainfall Depth +CC (mm)","Intensity (mm/hr)","Inflow volume (m3/m2)","Rainfall Duration (Secs)","Outflow vol (m3/m2)","Volume (m3/m2)",null,"Volume (m3/m2)","Rainfall Duration (min)"]
[null,"Q100","Qbar x 3.2   =",{"$f":"Qbar*3.2","v":5.0885163074448556},"l/s/ha",null,null,null,null,null,null,null,null,null,null,null,null,15,25.66,{"$f":"S27*1.4","v":35.923999999999999},{"$f":"(S27/R27)*60","v":102.64},{"$f":"(T27*10^-3)","v":3.5923999999999998E-2},900,{"$f":"$S$24*W27","v":1.6458169931891952E-4},{"$f":"MAX(0,$V$27-$X$27)","v":3.5759418300681078E-2},null,{"$f":"MAX(0,$V$27-$X$27)","v":3.5759418300681078E-2},15]
[3,"Full Site Discharge Rates",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,30.3,{"$f":"S28*1.4","v":42.42},60.6,{"$f":"(T28*10^-3)","v":4.2419999999999999E-2},1800,{"$f":"$S$24*W28","v":3.2916339863783904E-4},{"$f":"MAX(0,$V$28-$X$28)","v":4.2090836601362161E-2},null,{"$f":"MAX(0,$V$28-$X$28)","v":4.2090836601362161E-2},30]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,35.65,49.91,35.65,4.9909999999999996E-2,3600,6.5832679727567808E-4,{"$f":"MAX(0,$V$29-$X$29)","v":4.9251673202724319E-2},null,{"$f":"MAX(0,$V$29-$X$29)","v":4.9251673202724319E-2},60]
[null,"Q1","Qbar x 0.85 x Site Area =",{"$f":"Q_1*Area__ha","v":0.13516371441650396},"l/s",null,null,null,null,null,null,null,null,null,null,null,null,120,41.84,58.576000000000001,20.92,5.8576000000000003E-2,7200,1.3166535945513562E-3,{"$f":"MAX(0,$V$30-$X$30)","v":5.725934640544865E-2},null,{"$f":"MAX(0,$V$30-$X$30)","v":5.725934640544865E-2},120]
[null,"Q2","Qbar x 0.95 x Site Area =",{"$f":"Q__2*Area__ha","v":0.15106532787726912},"l/s",null,null,null,null,null,null,null,null,null,null,null,null,240,49.02,68.628,12.255000000000001,6.8628000000000008E-2,14400,2.6333071891027123E-3,{"$f":"MAX(0,$V$31-$X$31)","v":6.5994692810897301E-2},null,{"$f":"MAX(0,$V$31-$X$31)","v":6.5994692810897301E-2},240]
[null,"Q30","Qbar x 2.3 x Site Area   =",{"$f":"Q_30*Area__ha","v":0.36573710959759897},"l/s",null,null,null,null,null,null,null,null,null,null,null,null,360,53.74,75.236000000000004,8.956666666666667,7.5236000000000011E-2,21600,3.9499607836540685E-3,{"$f":"MAX(0,$V$32-$X$32)","v":7.1286039216345937E-2},null,{"$f":"MAX(0,$V$32-$X$32)","v":7.1286039216345937E-2},360]
[null,"Q100","Qbar x 3.2 x Site Area   =",{"$f":"Q_100*Area__ha","v":0.50885163074448558},"l/s",null,null,null,null,null,null,null,null,null,null,null,null,720,62.82,87.947999999999993,5.2349999999999994,8.7947999999999998E-2,43200,7.899921567308137E-3,{"$f":"MAX(0,$V$33-$X$33)","v":8.0048078432691863E-2},null,{"$f":"MAX(0,$V$33-$X$33)","v":8.0048078432691863E-2},720]
[4,"Attenuation Estimation ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"24*60","v":1440},72.069999999999993,100.89799999999998,3.0029166666666662,0.10089799999999999,86400,1.5799843134616274E-2,{"$f":"MAX(0,$V$34-$X$34)","v":8.5098156865383717E-2},null,{"$f":"MAX(0,$V$34-$X$34)","v":8.5098156865383717E-2},{"$f":"24*60","v":1440}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"48*60","v":2880},82.62,115.66799999999999,1.7212500000000002,0.11566799999999999,172800,3.1599686269232548E-2,{"$f":"MAX(0,$V$35-$X$35)","v":8.4068313730767452E-2},null,{"$f":"MAX(0,$V$35-$X$35)","v":8.4068313730767452E-2},{"$f":"48*60","v":2880}]
[null,null,"Critical Duration (mins)","Storage Volumes (m3)"]
[null,"1:1",{"$f":"IF(OR(D11=1,D11=2,D11=5),VLOOKUP(MAX(Y11:Y19),AA11:AB19,2,FALSE),VLOOKUP(MAX(Y61:Y69),AA61:AB69,2,FALSE))","v":2880},{"$f":"IF(OR(D11=1,D11=2,D11=5),MAX(Y11:Y19)*Impermeable_Area__m2*Urban_Creep_Factor,MAX(Y61:Y69)*Impermeable_Area__m2*Urban_Creep_Factor)","v":0},"m3",null,null,null,null,null,null,null,null,null,null,null,null,"1 in 100"]
[null,"1:2",null,{"$f":"MAX(AM11:AM19)*Impermeable_Area__m2*Urban_Creep_Factor","v":0}]
[null,"1:30",{"$f":"IF(OR(D11=1,D11=2,D11=5),VLOOKUP(MAX(Y27:Y35),AA27:AB35,2,FALSE),VLOOKUP(MAX(Y77:Y85),AA77:AB85,2,FALSE))","v":1440},{"$f":"IF(OR(D11=1,D11=2,D11=5),MAX(Y27:Y35)*Impermeable_Area__m2*Urban_Creep_Factor,MAX(Y77:Y85)*Impermeable_Area__m2*Urban_Creep_Factor)","v":0},"m3",null,"*Click on PDF to view",null,null,null,null,null,null,null,null,null,null,"Avg Outflow",{"$f":"((Q_100)/2/1000/10000)","v":2.5442581537224276E-7},"m3/s/m2"]
[null,"1:100",{"$f":"IF(OR(D11=1,D11=2,D11=5),VLOOKUP(MAX(Y42:Y50),AA42:AB50,2,FALSE),VLOOKUP(MAX(Y92:Y100),AA92:AB100,2,FALSE))","v":1440},{"$f":"IF(OR(D11=1,D11=2,D11=5),MAX(Y42:Y50)*Impermeable_Area__m2*Urban_Creep_Factor,MAX(Y92:Y100)*Impermeable_Area__m2*Urban_Creep_Factor)","v":0},"m3",null,null,"Location","SAAR","SPR"]
[null,null,null,null,null,null,null,1,679,0.47,null,null,null,null,null,null,null,"Rainfall Duration (min)","Rainfall Depth (mm)","Rainfall Depth +CC (mm)","Intensity (mm/hr)","Inflow volume (m3/m2)","Rainfall Duration (Secs)","Outflow vol (m3/m2)","Volume (m3/m2)",null,"Volume (m3/m2)","Rainfall Duration (min)"]
[null,null,null,null,null,null,null,2,679,0.47,null,null,null,null,null,null,null,15,40.020000000000003,{"$f":"S42*1.4","v":56.027999999999999},{"$f":"(S42/R42)*60","v":160.08000000000001},{"$f":"(T42*10^-3)","v":5.6028000000000001E-2},900,{"$f":"$S$39*W42","v":2.2898323383501847E-4},{"$f":"MAX(0,$V$42-$X$42)","v":5.5799016766164986E-2},null,{"$f":"MAX(0,V42-X42)","v":5.5799016766164986E-2},15]
[null,null,null,null,null,null,null,3,623,0.3,null,null,null,null,null,null,null,30,46.25,{"$f":"S43*1.4","v":64.75},92.5,{"$f":"(T43*10^-3)","v":6.4750000000000002E-2},1800,4.5796646767003695E-4,{"$f":"MAX(0,$V$43-$X$43)","v":6.429203353232997E-2},null,{"$f":"MAX(0,V43-X43)","v":6.429203353232997E-2},30]
[null,null,null,null,null,null,null,4,645,0.47,null,null,null,null,null,null,null,60,53.28,74.591999999999999,53.28,7.4592000000000006E-2,3600,9.1593293534007389E-4,{"$f":"MAX(0,$V$44-$X$44)","v":7.3676067064659928E-2},null,7.3676067064659928E-2,60]
[null,null,null,null,null,null,null,5,667,0.47,null,null,null,null,null,null,null,120,61.22,85.707999999999998,30.61,8.5708000000000006E-2,7200,1.8318658706801478E-3,{"$f":"MAX(0,V45-X45)","v":8.3876134129319865E-2},null,8.3876134129319865E-2,120]
[null,null,null,null,null,null,null,6,629,0.3,null,null,null,null,null,null,null,240,70.22,98.307999999999993,17.555,9.8307999999999993E-2,14400,3.6637317413602956E-3,9.4644268258639697E-2,null,9.4644268258639697E-2,240]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,360,76.03,106.44199999999999,12.671666666666667,0.10644199999999999,21600,5.495597612040444E-3,0.10094640238795954,null,0.10094640238795954,360]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,720,87.02,121.82799999999999,7.251666666666666,0.12182799999999999,43200,1.0991195224080888E-2,0.1108368047759191,null,0.1108368047759191,720]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"24*60","v":1440},97.74,136.83599999999998,4.0724999999999998,0.13683599999999999,86400,2.1982390448161776E-2,0.11485360955183821,null,0.11485360955183821,{"$f":"24*60","v":1440}]
[null,null,null,"Location","SAAR",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"48*60","v":2880},109.7,153.57999999999998,2.2854166666666669,0.15357999999999999,172800,4.3964780896323552E-2,0.10961521910367644,null,0.10961521910367644,{"$f":"48*60","v":2880}]
[null,null,null,1,627]
[null,null,null,2,576]
[null,null,null,3,456,null,null,null,null,null,null,null,null,null,null,null,null,"Lowland Rainfall"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Data from FEH - Haselbury "]
[null,null,null,4,689]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 in 1"]
[null,"Location","SAAR","Location","SPR"]
[null,1,679,1,0.47,null,null,null,null,null,null,null,null,null,null,null,null,"Avg Outflow",{"$f":"((Q_1)/2/1000/10000)","v":6.758185720825197E-8},"m3/s/m2"]
[null,2,679,2,0.47]
[null,3,623,3,0.3,null,null,null,null,null,null,null,null,null,null,null,null,"Rainfall Duration (min)","Rainfall Depth (mm)","Rainfall Depth +CC (mm)","Intensity (mm/hr)","Inflow volume (m3/m2)","Rainfall Duration (Secs)","Outflow vol (m3/m2)","Volume (m3/m2)",null,"Volume (m3/m2)","Rainfall Duration (min)"]
[null,4,645,4,0.47,null,null,null,null,null,null,null,null,null,null,null,null,15,5.33,{"$f":"S61*1.4","v":7.4619999999999997},{"$f":"(S61/R61)*60","v":21.32},{"$f":"(T61*10^-3)","v":7.4619999999999999E-3},{"$f":"R61*60","v":900},{"$f":"$S$8*W61","v":6.0823671487426776E-5},{"$f":"MAX(0,V61-X61)","v":7.4011763285125728E-3},null,{"$f":"MAX(0,V61-X61)","v":7.4011763285125728E-3},15]
[null,5,667,5,0.47,null,null,null,null,null,null,null,null,null,null,null,null,30,6.85,{"$f":"S62*1.4","v":9.5899999999999981},13.7,{"$f":"(T62*10^-3)","v":9.5899999999999978E-3},1800,1.2164734297485355E-4,{"$f":"MAX(0,V62-X62)","v":9.4683526570251437E-3},null,{"$f":"MAX(0,V62-X62)","v":9.4683526570251437E-3},30]
[null,6,629,6,0.3,null,null,null,null,null,null,null,null,null,null,null,null,60,8.48,11.872,8.48,1.1872000000000001E-2,3600,2.432946859497071E-4,1.1628705314050294E-2,null,1.1628705314050294E-2,60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,120,13.77,19.277999999999999,6.8849999999999998,1.9278E-2,7200,4.865893718994142E-4,1.8791410628100587E-2,null,1.8791410628100587E-2,120]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,240,19.34,27.075999999999997,4.835,2.7075999999999996E-2,14400,9.7317874379882841E-4,2.6102821256201166E-2,null,2.6102821256201166E-2,240]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,360,22.34,31.275999999999996,3.7233333333333336,3.1275999999999998E-2,21600,1.4597681156982426E-3,2.9816231884301755E-2,null,2.9816231884301755E-2,360]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,720,26.99,37.785999999999994,2.2491666666666665,3.7785999999999993E-2,43200,2.9195362313964852E-3,3.4866463768603508E-2,null,3.4866463768603508E-2,720]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"24*60","v":1440},31.25,43.75,1.3020833333333333,4.3750000000000004E-2,86400,5.8390724627929705E-3,3.7910927537207033E-2,null,3.7910927537207033E-2,{"$f":"24*60","v":1440}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"48*60","v":2880},36.5,51.099999999999994,0.76041666666666663,5.1099999999999993E-2,172800,1.1678144925585941E-2,3.942185507441405E-2,null,3.942185507441405E-2,{"$f":"48*60","v":2880}]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 in 30"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Avg Outflow",{"$f":"((Q_30)/2/1000/10000)","v":1.8286855479879947E-7},"m3/s/m2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainfall Duration (min)","Rainfall Depth (mm)","Rainfall Depth +CC (mm)","Intensity (mm/hr)","Inflow volume (m3/m2)","Rainfall Duration (Secs)","Outflow vol (m3/m2)","Volume (m3/m2)",null,"Volume (m3/m2)","Rainfall Duration (min)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,20.5,{"$f":"S77*1.4","v":28.7},{"$f":"(S77/R77)*60","v":82},{"$f":"(T77*10^-3)","v":2.87E-2},900,{"$f":"$S$24*W77","v":1.6458169931891952E-4},{"$f":"MAX(0,V77-X77)","v":2.8535418300681081E-2},null,{"$f":"MAX(0,V77-X77)","v":2.8535418300681081E-2},15]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,30,26.75,{"$f":"S78*1.4","v":37.449999999999996},53.5,{"$f":"(T78*10^-3)","v":3.7449999999999997E-2},1800,{"$f":"$S$24*W78","v":3.2916339863783904E-4},{"$f":"MAX(0,V78-X78)","v":3.7120836601362159E-2},null,{"$f":"MAX(0,V78-X78)","v":3.7120836601362159E-2},30]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,60,33,46.199999999999996,33,4.6199999999999998E-2,3600,6.5832679727567808E-4,4.5541673202724321E-2,null,4.5541673202724321E-2,60]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,120,43.05,60.269999999999989,21.524999999999999,6.026999999999999E-2,7200,1.3166535945513562E-3,5.8953346405448637E-2,null,5.8953346405448637E-2,120]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,240,53.26,74.563999999999993,13.315,7.4563999999999991E-2,14400,2.6333071891027123E-3,7.1930692810897284E-2,null,7.1930692810897284E-2,240]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,360,58.62,82.067999999999998,9.77,8.2068000000000002E-2,21600,3.9499607836540685E-3,7.8118039216345928E-2,null,7.8118039216345928E-2,360]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,720,66.37,92.918000000000006,5.5308333333333337,9.2918000000000014E-2,43200,7.899921567308137E-3,8.5018078432691879E-2,null,8.5018078432691879E-2,720]
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[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1 in 100"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Avg Outflow",{"$f":"((Q_100)/2/1000/10000)","v":2.5442581537224276E-7},"m3/s/m2"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Rainfall Duration (min)","Rainfall Depth (mm)","Rainfall Depth +CC (mm)","Intensity (mm/hr)","Inflow volume (m3/m2)","Rainfall Duration (Secs)","Outflow vol (m3/m2)","Volume (m3/m2)",null,"Volume (m3/m2)","Rainfall Duration (min)"]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,120,57.34,{"$f":"S95*1.4","v":80.275999999999996},28.67,8.0276E-2,7200,1.8318658706801478E-3,7.8444134129319859E-2,null,7.8444134129319859E-2,120]
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