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9.4  Critical levels


      Levels are important in any drainage system               ■  Areas contributing to a storage
      and especially so for surface based SuDS.                 component should not be situated below
      The proposed surface levels should align with             the top level of storage as they may flood
      the modified flow route analysis in providing             prior to the storage being filled.                 Detailed Design
      a flow path across the site and storage                   ■  For storage components that are sloping,
      volumes can be significantly affected by
                                                                such as permeable pavements or linear
      inaccurate levels.
                                                                basins, the ‘effective’ storage should be
      The following levels should be evaluated                  determined rather than the entire volume
      when developing or reviewing a design:                    of the structure.

         ■  The flow control invert level relative to           ■  A review of site levels should not identify
          storage - the flow control should not be              any obvious obstructions along

          situated above the base level of the                  exceedance flow paths.
          storage component unless there is a
                                                                                  Note :
          requirement for permanent or semi-
          permanent water.                                    The LLFA will carry out a high-level review
                                                                  of levels only - Liability for design is
         ■  The overflow level should demonstrate
                                                                 retained by the designer in all cases.
          that the required volume of storage is
          contained between the flow control invert
          level and the overflow level.                                      Grey to Green project, Sheffield.
                                                                The 3 flow control criteria: low flow, overflow    76
      Facing: Accurate levels were critical at Bewdley                     and exceedance are demonstrated
      School Science Block.                                                                    elegantly here.



































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