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{"id":3520507707479,"title":"SuDS Rainwater Attenuation Sizing Design Calculation","handle":"suds-attenuation-sizing-design","description":"\u003cp\u003eIf you or your client are at the pre planning stage, have a planning condition or need to satisfy building control you may require an Attenuation tank or Soakaway sizing design to demonstrate the attenuation volume required. \u003c\/p\u003e\n\u003cp\u003eThe output is a pdf document which provides the \u003cstrong\u003eattenuation volume required\u003c\/strong\u003e.  \u003c\/p\u003e\n\u003cp\u003eWhat we require:  \u003c\/p\u003e\n\u003col\u003e\n\u003cli\u003eAddress and Postcode of development \u003c\/li\u003e\n\u003cli\u003eRoof Area in plan  (m2, a runoff coefficient of 0.95 will be assumed unless otherwise stated) \u003c\/li\u003e\n\u003cli\u003eOther (non roof) impermeable ground surface area which discharge to drain\/attenuation tank (m2, a runoff coefficient of 0.90 will be assumed unless otherwise stated) \u003c\/li\u003e\n\u003cli\u003eAllowable discharge rate (l\/s). Usually provided by planning within the planning conditions, Building control depending on the stage of project or the Water company.   \u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eFlow Control Device if specified or \u003ca href=\"https:\/\/www.freeflush.co.uk\/products\/vortiflo-complete-vortex-flow-control-chamber-300-and-450mm?_pos=6\u0026amp;_sid=3c0ecb161\u0026amp;_ss=r\"\u003eFlowBrake\u003c\/a\u003e assumed i.e lowest blockage risk option.\u003c\/li\u003e\n\u003cli\u003eClimate change factor will be based on DEFRA's \u003ca href=\"https:\/\/environment.data.gov.uk\/hydrology\/climate-change-allowances\/rainfall\" data-mce-href=\"https:\/\/environment.data.gov.uk\/hydrology\/climate-change-allowances\/rainfall\"\u003eclimate change allowance map\u003c\/a\u003e assuming an epoch for development with a lifetime between 2061 and 2125. \u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eDesign Storm period (if specified, otherwise 1 in 100 year summer storm assumed)\u003c\/li\u003e\n\u003cli\u003eDesign Rainfall Data, FSR assumed, FEH available for an additional fee.\u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eUrban creep will be assumed as zero unless specified otherwise.\u003c\/li\u003e\n\u003cli\u003eAnticipated loading of tank\/soakaway (\u0026lt;3T = min 0.27m cover, 12T = min 0.65m cover, 40T = min 0.85m cover, 60T = min 1.02m cover)\u003c\/li\u003e\n\u003cli\u003eSite constraints. Typically invert level of receiving sewer so that the proposed system can discharge by gravity.\u003c\/li\u003e\n\u003cli\u003ePreferred plan dimensions\/constraints (e.g. 6m x 4.2m, standard crates measure 1.2l x 0.6w x 0.42h m)\u003c\/li\u003e\n\u003c\/ol\u003e\n\u003cp\u003eIf you are combining attenuation with rainwater harvesting the additional info is required:  \u003c\/p\u003e\n\u003cul\u003e\n\u003cli\u003eNo of bedrooms of proposed development\u003c\/li\u003e\n\u003cli\u003euse of rainwater - toilet flushing, toilet flushing and irrigation, toilet flushing machine washing and irrigation\u003c\/li\u003e\n\u003c\/ul\u003e\n\u003cp\u003eSimply post these details in the notes or email technical with your order number as the subject line. \u003c\/p\u003e\n\u003cp\u003eThe pdf will be delivered to the email address you have registered with. \u003c\/p\u003e\n\u003cp\u003e\u003cspan style=\"text-decoration: underline;\" data-mce-style=\"text-decoration: underline;\"\u003eNotes\u003c\/span\u003e\u003c\/p\u003e\n\u003cul\u003e\n\u003cli\u003e\u003cstrong\u003eAllow 10 working days for the output to be delivered from supply of information requested above. \u003c\/strong\u003e\u003c\/li\u003e\n\u003cli\u003eInformation requested is required to complete the calculation. The calculation cannot be commenced until the information requested is provided by the client in the format requested above. \u003c\/li\u003e\n\u003cli\u003eCalculation revisions charged at £50+VAT.\u003c\/li\u003e\n\u003c\/ul\u003e","published_at":"2019-04-26T09:19:33+01:00","created_at":"2019-04-26T09:28:32+01:00","vendor":"FreeFlush","type":"calculation","tags":[],"price":6000,"price_min":6000,"price_max":12000,"available":true,"price_varies":true,"compare_at_price":null,"compare_at_price_min":0,"compare_at_price_max":0,"compare_at_price_varies":false,"variants":[{"id":40177707090007,"title":"Full calculation","option1":"Full calculation","option2":null,"option3":null,"sku":"Sudscalc","requires_shipping":false,"taxable":true,"featured_image":null,"available":true,"name":"SuDS Rainwater Attenuation Sizing Design Calculation - Full calculation","public_title":"Full calculation","options":["Full calculation"],"price":12000,"weight":0,"compare_at_price":null,"inventory_quantity":-97,"inventory_management":null,"inventory_policy":"deny","barcode":"","requires_selling_plan":false,"selling_plan_allocations":[]},{"id":40177707122775,"title":"Revision","option1":"Revision","option2":null,"option3":null,"sku":"Sudscalc revision","requires_shipping":false,"taxable":true,"featured_image":null,"available":true,"name":"SuDS Rainwater Attenuation Sizing Design Calculation - Revision","public_title":"Revision","options":["Revision"],"price":6000,"weight":0,"compare_at_price":null,"inventory_quantity":-9,"inventory_management":null,"inventory_policy":"deny","barcode":"","requires_selling_plan":false,"selling_plan_allocations":[]}],"images":["\/\/www.freeflush.co.uk\/cdn\/shop\/products\/SuDSsizing.jpg?v=1625050194"],"featured_image":"\/\/www.freeflush.co.uk\/cdn\/shop\/products\/SuDSsizing.jpg?v=1625050194","options":["Calculation type"],"media":[{"alt":null,"id":20534025191511,"position":1,"preview_image":{"aspect_ratio":0.707,"height":934,"width":660,"src":"\/\/www.freeflush.co.uk\/cdn\/shop\/products\/SuDSsizing.jpg?v=1625050194"},"aspect_ratio":0.707,"height":934,"media_type":"image","src":"\/\/www.freeflush.co.uk\/cdn\/shop\/products\/SuDSsizing.jpg?v=1625050194","width":660}],"requires_selling_plan":false,"selling_plan_groups":[],"content":"\u003cp\u003eIf you or your client are at the pre planning stage, have a planning condition or need to satisfy building control you may require an Attenuation tank or Soakaway sizing design to demonstrate the attenuation volume required. \u003c\/p\u003e\n\u003cp\u003eThe output is a pdf document which provides the \u003cstrong\u003eattenuation volume required\u003c\/strong\u003e.  \u003c\/p\u003e\n\u003cp\u003eWhat we require:  \u003c\/p\u003e\n\u003col\u003e\n\u003cli\u003eAddress and Postcode of development \u003c\/li\u003e\n\u003cli\u003eRoof Area in plan  (m2, a runoff coefficient of 0.95 will be assumed unless otherwise stated) \u003c\/li\u003e\n\u003cli\u003eOther (non roof) impermeable ground surface area which discharge to drain\/attenuation tank (m2, a runoff coefficient of 0.90 will be assumed unless otherwise stated) \u003c\/li\u003e\n\u003cli\u003eAllowable discharge rate (l\/s). Usually provided by planning within the planning conditions, Building control depending on the stage of project or the Water company.   \u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eFlow Control Device if specified or \u003ca href=\"https:\/\/www.freeflush.co.uk\/products\/vortiflo-complete-vortex-flow-control-chamber-300-and-450mm?_pos=6\u0026amp;_sid=3c0ecb161\u0026amp;_ss=r\"\u003eFlowBrake\u003c\/a\u003e assumed i.e lowest blockage risk option.\u003c\/li\u003e\n\u003cli\u003eClimate change factor will be based on DEFRA's \u003ca href=\"https:\/\/environment.data.gov.uk\/hydrology\/climate-change-allowances\/rainfall\" data-mce-href=\"https:\/\/environment.data.gov.uk\/hydrology\/climate-change-allowances\/rainfall\"\u003eclimate change allowance map\u003c\/a\u003e assuming an epoch for development with a lifetime between 2061 and 2125. \u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eDesign Storm period (if specified, otherwise 1 in 100 year summer storm assumed)\u003c\/li\u003e\n\u003cli\u003eDesign Rainfall Data, FSR assumed, FEH available for an additional fee.\u003cbr\u003e\n\u003c\/li\u003e\n\u003cli\u003eUrban creep will be assumed as zero unless specified otherwise.\u003c\/li\u003e\n\u003cli\u003eAnticipated loading of tank\/soakaway (\u0026lt;3T = min 0.27m cover, 12T = min 0.65m cover, 40T = min 0.85m cover, 60T = min 1.02m cover)\u003c\/li\u003e\n\u003cli\u003eSite constraints. Typically invert level of receiving sewer so that the proposed system can discharge by gravity.\u003c\/li\u003e\n\u003cli\u003ePreferred plan dimensions\/constraints (e.g. 6m x 4.2m, standard crates measure 1.2l x 0.6w x 0.42h m)\u003c\/li\u003e\n\u003c\/ol\u003e\n\u003cp\u003eIf you are combining attenuation with rainwater harvesting the additional info is required:  \u003c\/p\u003e\n\u003cul\u003e\n\u003cli\u003eNo of bedrooms of proposed development\u003c\/li\u003e\n\u003cli\u003euse of rainwater - toilet flushing, toilet flushing and irrigation, toilet flushing machine washing and irrigation\u003c\/li\u003e\n\u003c\/ul\u003e\n\u003cp\u003eSimply post these details in the notes or email technical with your order number as the subject line. \u003c\/p\u003e\n\u003cp\u003eThe pdf will be delivered to the email address you have registered with. \u003c\/p\u003e\n\u003cp\u003e\u003cspan style=\"text-decoration: underline;\" data-mce-style=\"text-decoration: underline;\"\u003eNotes\u003c\/span\u003e\u003c\/p\u003e\n\u003cul\u003e\n\u003cli\u003e\u003cstrong\u003eAllow 10 working days for the output to be delivered from supply of information requested above. \u003c\/strong\u003e\u003c\/li\u003e\n\u003cli\u003eInformation requested is required to complete the calculation. The calculation cannot be commenced until the information requested is provided by the client in the format requested above. \u003c\/li\u003e\n\u003cli\u003eCalculation revisions charged at £50+VAT.\u003c\/li\u003e\n\u003c\/ul\u003e"}

SuDS Rainwater Attenuation Sizing Design Calculation

£120.00
Maximum quantity available reached.

If you or your client are at the pre planning stage, have a planning condition or need to satisfy building control you may require an Attenuation tank or Soakaway sizing design to demonstrate the attenuation volume required. 

The output is a pdf document which provides the attenuation volume required.  

What we require:  

  1. Address and Postcode of development 
  2. Roof Area in plan  (m2, a runoff coefficient of 0.95 will be assumed unless otherwise stated) 
  3. Other (non roof) impermeable ground surface area which discharge to drain/attenuation tank (m2, a runoff coefficient of 0.90 will be assumed unless otherwise stated) 
  4. Allowable discharge rate (l/s). Usually provided by planning within the planning conditions, Building control depending on the stage of project or the Water company.  
  5. Flow Control Device if specified or FlowBrake assumed i.e lowest blockage risk option.
  6. Climate change factor will be based on DEFRA's climate change allowance map assuming an epoch for development with a lifetime between 2061 and 2125.
  7. Design Storm period (if specified, otherwise 1 in 100 year summer storm assumed)
  8. Design Rainfall Data, FSR assumed, FEH available for an additional fee.
  9. Urban creep will be assumed as zero unless specified otherwise.
  10. Anticipated loading of tank/soakaway (<3T = min 0.27m cover, 12T = min 0.65m cover, 40T = min 0.85m cover, 60T = min 1.02m cover)
  11. Site constraints. Typically invert level of receiving sewer so that the proposed system can discharge by gravity.
  12. Preferred plan dimensions/constraints (e.g. 6m x 4.2m, standard crates measure 1.2l x 0.6w x 0.42h m)

If you are combining attenuation with rainwater harvesting the additional info is required:  

  • No of bedrooms of proposed development
  • use of rainwater - toilet flushing, toilet flushing and irrigation, toilet flushing machine washing and irrigation

Simply post these details in the notes or email technical with your order number as the subject line. 

The pdf will be delivered to the email address you have registered with. 

Notes

  • Allow 10 working days for the output to be delivered from supply of information requested above. 
  • Information requested is required to complete the calculation. The calculation cannot be commenced until the information requested is provided by the client in the format requested above. 
  • Calculation revisions charged at £50+VAT.
There is no additional documentation for this product

 

If your query is related to an existing order please email in with your order number in the subject line. If you have a new residential enquiry please consult the online guides before calling as they may answer your question.

The delivery information page is divided into 1. Specific and 2. General delivery information below. 

1. Specific Delivery Information relating to product lines
  • Small items dispatched daily with RM24 ~85% arriving next day
  • Large items (UK made) typically 5 - 15 working days (Parcelforce/APC etc) 
The following items have a 2-4 week lead time:
    • 1,000 litre compact underground rainwater tank
    • 250 litre Prestige large Plant Pot style planter Grey
    • SAR40-TOP2 Wastewater Lifting station
    The following items (EU) are purchased on a pre order basis with a potential 4-8 weeks lead time:
    • Hydraloop
    • Green Roof sedum tray - pre planted option
    • Madison 185 Litre rain barrel - Millstone
    The following items (EU) are purchased on a pre order basis with a potential 10-12 week lead time:
      2. General Delivery information

       

      We're a Manchester based company and ship to the UK at our standard rates. Please get in touch requesting the delivery surcharge value  if you are based in the Highlands or a UK island

      We no longer support ordering from the EU and Northern Ireland through the website. We can support ad hoc orders with limited liability.

      Our design and Prestige range is available in the Netherlands, Ireland, Belgium, France, Germany, through our distributors.

      Stock items will be dispatched on the day of order, if ordered before 1pm.

      Letters are sent 1st class. 

      Parcels <2kg are shipped with Royal Mail 24 Tracked with the following target delivery times.

      Guaranteed delivery can be arranged by advance agreement. This agreement is back to back with the courier and we will not be liable for any delays as per our terms.

      A loss/replacement can only be pursued in line with the target delivery times of the courier or once the courier accept loss. 

      Bulky items (and pallet deliveries) are dispatched within 2-15 working days. We will request a contact number if this has not been provided at checkout. 

      Some items are made to order (bespoke) and details are given on the listing for dispatch times.  If for any reason we anticipate a delay on our normal dispatch time we will contact you to let you know.

      Occasionally there are delays. We shall not be liable for any direct or indirect losses, costs, damages or expenses incurred by you or any other person for any delays in delivery.

      Missed deliveries where attempted delivery has been made usually result in re-deliveries the following day. The customer is responsible for organising re deliveries by contacting the courier direct

      Parcels/deliveries can only be "left out" if the delivering company allows that option. Parcelforce, for example, do not allow a parcel to be "left out". 

      We are an environment centric business and as such we try to minimise our waste. Our packaging is usually recycled and/or recyclable and we make efficient use of packaging to minimise wastage.

      Covid delivery updates between 12.3.20 and 11.1.21 21 have been archived here.

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      C
      Clinton

      Absolutely fantastic service ...can't recommend them enough.
      3rd or fourth time I've used this company and will continue to do so

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