The development is required to meet an estimated demand of 100 megalitres of water and to process more than 11 megalitres of surface water, per annum, whilst limiting discharge to the peak flowrate dictated by GLA and Thames Water.
Due to limitations on green infrastructure, and therefore no opportunity to consider the use of swales and soakaways, SuDS options for the site were effectively limited to attenuation of surface water and, due to the sub-basement levels on the build, controlled and pumped discharge to drain.

