Hillingdon SuDS Design & Evaluation Guide
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Concept <strong>Design</strong><br />
Checklist for Concept <strong>Design</strong> Stage<br />
<strong>Design</strong> Check<br />
Requirement<br />
1. Data gathering<br />
Information to understand site To understand site constraints that inform Concept<br />
constraints including geology, <strong>Design</strong><br />
topography, flood risk, utilities,<br />
landscape context, community and<br />
wildlife<br />
Planning requirements that influence To be aware of planning constraints that impact<br />
<strong>SuDS</strong> design<br />
<strong>SuDS</strong> design<br />
2. Flow route analysis<br />
Existing flow routes<br />
Modified flow routes<br />
To understand site hydrology<br />
To understand the impact of development<br />
55<br />
3. General <strong>SuDS</strong> design elements<br />
Collection of runoff<br />
Source control<br />
Conveyance<br />
Management train<br />
Sub-catchments<br />
Storage<br />
Flow control<br />
Outfall<br />
Runoff retained at or near the surface<br />
Primary treatment stage to protect the<br />
development<br />
At or near the surface<br />
<strong>SuDS</strong> components in series to manage quantity<br />
and quality<br />
Dividing development into discreet <strong>SuDS</strong> entities<br />
Indicate extent and location where runoff is stored<br />
Location to demonstrate storage location<br />
Locations and method of discharge<br />
4. Quantity<br />
Confirm interception losses will<br />
occur<br />
Confirm how rate of flow from<br />
development will be reduced to<br />
greenfield runoff rates<br />
Confirm how runoff will be managed<br />
to greenfield runoff volumes<br />
Confirm climate change allowance<br />
and whether urban creep is applied<br />
Confirm ‘long term storage’<br />
Demonstrate the use of <strong>SuDS</strong> components that<br />
provide interception losses<br />
Demonstrate flow rates are achievable. Increase in<br />
allowable discharge rates e.g. brownfield sites only<br />
in agreement with LPA/LLFA<br />
Demonstrate whether Approach 1 or Approach 2<br />
will be used to manage volumes<br />
Demonstrate additional volumes to be managed<br />
Demonstrate no increase in runoff from predevelopment<br />
status<br />
London Borough of <strong>Hillingdon</strong> <strong>SuDS</strong> D & E <strong>Guide</strong><br />
© 2018 McCloy Consulting & Robert Bray Associates