Hillingdon SuDS Design & Evaluation Guide
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9.4 Critical levels<br />
Levels are important in any drainage system<br />
and especially so for surface based <strong>SuDS</strong>.<br />
The proposed surface levels should align with<br />
the modified flow route analysis in providing<br />
a flow path across the site and storage<br />
volumes can be significantly affected by<br />
inaccurate levels.<br />
The following levels should be evaluated<br />
when developing or reviewing a design:<br />
■■<br />
■■<br />
Areas contributing to a storage<br />
component should not be situated below<br />
the top level of storage as they may flood<br />
prior to the storage being filled.<br />
For storage components that are sloping,<br />
such as permeable pavements or linear<br />
basins, the ‘effective’ storage should be<br />
determined rather than the entire volume<br />
of the structure.<br />
Detailed <strong>Design</strong><br />
■■<br />
■■<br />
The flow control invert level relative to<br />
storage - the flow control should not be<br />
situated above the base level of the<br />
storage component unless there is a<br />
requirement for permanent or semipermanent<br />
water.<br />
The overflow level should demonstrate<br />
that the required volume of storage is<br />
contained between the flow control invert<br />
level and the overflow level.<br />
Facing: Accurate levels were critical at Bewdley<br />
School Science Block.<br />
■■<br />
A review of site levels should not identify<br />
any obvious obstructions along<br />
exceedance flow paths.<br />
Note :<br />
The LLFA will carry out a high-level review<br />
of levels only - Liability for design is<br />
retained by the designer in all cases.<br />
Grey to Green project, Sheffield.<br />
The 3 flow control criteria: low flow, overflow<br />
and exceedance are demonstrated<br />
elegantly here.<br />
76<br />
London Borough of <strong>Hillingdon</strong> <strong>SuDS</strong> D & E <strong>Guide</strong><br />
© 2018 McCloy Consulting & Robert Bray Associates