Page 143 - Oxfordshire SuDS DESIGN & EVALUATION
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In addition, to the statements from the SuDS           Where underground storage is preferred
      Manual the following should also be                    after a full exploration of the available
      considered:
                                                             options the designer should demonstrate

         ■  There are risks of structural failure due to     that:
          construction loading, which may exceed                ■  Robust silt removal has been provided           Detailed Design
          design life loading that the designer may             through means of filtration (bioretention,
          not be aware of.                                      permeable pavement) or other source

         ■  There are a wide range of attenuation               control SuDS components. Catchpits will
                                                                not be accepted as a demonstrable form
          products each with its own loading
          characteristics. Surety must be provided              of silt removal. The SuDS manual (Section
                                                                4.1) clarifies that sediments within
          that a specified product is not swapped
          for one of inferior quality during the                catchpits can be remobilised and washed
                                                                downsteam. Equally, gullypots are
          construction phase.
                                                                suggested by Table 26.15 to provide
         ■  Guarantees and warranties are dependent             negligible to zero treatment (Ellis et al,

          on the survival of product manufacturers.             2012).

                                                                ■  Underground structures require structural
                                                                design consideration even if they are not
                                                                receiving vehicular loading. CIRIA report
                                                                C737 outlines the design requirements for
                                                                geocellular tanks.  The SuDS Manual
                                                                (Table 21.1) provides a summary of the             138
                                                                structural design requirements using a risk
                                                                classification system (Scored between

                                                                0-3). Designers should demonstrate that
                                                                the classification system has been
                                                                followed and present the appropriate level
                                                                of design information accordingly.











                                                   Design Note:

         Where the stated design life of the  tank does not meet the design life of the development,
           the design should demonstrate how the structure will be replaced whist maintaining the
         functionality of the drainage system and the scheme. Consideration should also be given to
                         funding mechanism for undertaking these replacement works.




      Oxfordshire County Council SuDS D & E Guide                                                       © 2018 McCloy Consulting & Robert Bray Associates
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