Page 28 - Merton SuDS Design and Evaluation Guide
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Local SuDS requirements
           paths to areas downstream that are at risk             applied in all development situations,

           from surface water flooding and could be               although individual site constraints may limit
           impacted by the development. Mitigation                the potential of some sites achieving full
           measures, such as attenuation measures,                benefits for all functions. The variety of SuDS
           should be used in the upper catchment areas            available allows planners and designers to
           to prevent increased risk to the downstream            make full potential of the local land and
           sites.                                                 consider the needs of local people when                                                                                                                                 Local SuDS requirements
                                                                  implementing the drainage design. The
           Policy 5.13 in the London Plan sets out the            wishes of all the relevant stakeholders needs
           drainage hierarchy that developers should              to be balanced in additional to the risk
           follow for managing surface water in London            associated with each design option.
           Boroughs. The London Plan drainage                     Developers are strongly recommended to use
           hierarchy is set out in Section 2.5.1 of this          to the council’s pre-application planning
           SFRA. Generally the aim should be to                   advice service.
           discharge surface water run-off as high up
           the following hierarchy of drainage options as
           reasonably practicable. Where possible,

           stormwater should be managed in small,
           cost-effective landscape features located
           within small subcatchments, rather than
           being conveyed to and managed in large
  23       systems at the bottom of drainage areas.                                                                                                                                                                                       24

           The passage of water between stages of the
           SuDS management train should be
           considered through the use of natural
           conveyance systems (e.g. swales and filter
           trenches) wherever possible. Pipework and
           sub-surface proprietary produce may still be
           required, especially where space is limited.
           Pre-treatment (i.e. the removal of silt and
           sediment loads) and maintenance is vital to
           ensure the long-term effectiveness of SuDS.

           Overland flow routes will also be required to
           convey and control floodwaters safely and
           effectively during extreme flood events.
           Generally, the greater the number of
           techniques used in a series the better the
           performance is likely to be and the lower the
           risk of overall system failure. SuDS can be
                                                                                 Facing Page: Baltic Close, Merton


           London Borough of Merton SuDS D & E Guide                                                       © 2018 McCloy Consulting & Robert Bray Associates  London Borough of Merton SuDS D & E Guide                                                       © 2018 McCloy Consulting & Robert Bray Associates
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