Case study
A drainage strategy for 2 dwellings in Albrighton, Shropshire, prepared for planning and approved.
The constraint
Infiltration testing on site confirmed the ground would not take water, so a soakaway was not an option. That ruled out the top of the drainage hierarchy and set the shape of everything that followed.
What we did
Attenuation storage of 11.46m³ was provided for the 1-in-100-year event including a climate change climate change allowance.
The numbers
| Discharge rate | 2 l/s |
| Attenuation storage | 11.46m³ |
| Attenuation tank | 2.5m x 6.0m x 0.8m deep |
The kind of condition this discharges
Wording differs between officers, but a scheme like this one is normally answering a condition along these lines:
No development shall commence until a detailed surface water drainage scheme, demonstrating that surface water will be restricted to greenfield run-off rates for all storm events up to and including the 1 in 100 year event plus an allowance for climate change, has been submitted to and approved in writing by the Local Planning Authority.
The greenfield run-off calculation and the attenuation volume are what answer this one. There is a fuller guide to discharging drainage planning conditions if you want to read up on the process.
Outcome
Hydraulic simulation showed no flooding in the 1-, 30- or 100-year storm events, including the climate change allowance. The scheme was approved at planning.
Every scheme in these case studies was approved, that is the point of the exercise. If you have a drainage condition to discharge, send us the wording and the site address and we will tell you exactly what is needed.
Browse the rest of our case studies, see what a drainage strategy involves, or find where we work.