SuDS-related links
Keeping ahead
with SuDS
Attend SuDS training to keep ahead of the competition and to deliver innovative solutions in line with recognised good practice.
home > using SuDS > case studies > Elvetham Health
Elvetham Heath, Fleet, Hampshire.
Fig 1:Location of Elvetham Health (click on map to enlarge) |
63ha of residential development plus ancillary services including a school, village centre, large retail outlet, park and ride and sports pitches. 1868 housing units in total with a mean density of 30 units/ha.
The drainage strategy was to provide soakaway systems to drain the areas of high ground (hence deep groundwater) (approximately one third of the site) and use swales/linear ponds for conveyance in the flattest areas with small detention basins scattered through the site to provide attenuation storage and encourage infiltration to reduce the volume of runoff (approx. two thirds of the site). Standard stormwater pipework was used to drain most of the residential and commercial areas into a retention pond built immediately upstream of the nature reserve. Unlike the basins, the pond was lined.
The detention basins were designed to be relatively shallow and to have an outlet invert level approximately 150mm above the base of the unit. This was done to encourage infiltration.
Fig 2:Elvetham heath village pond |
Main SuDS usedSoakaways (for roads and groups of houses), 14 detention basins, 1 pond (lined), and a number of swales/linear ponds. |
Fig 3:Detention basins |
The SUDS system is designed to operate within the boundaries of the development with runoff discharging into swales and then into the retention pond giving two levels or stages of treatment. The extent of the management train is variable across the site with some areas draining to swales and detention basins before the final retention pond whist other areas drained directly to the retention pond.
The scheme includes a final retention pond which is surrounded by a park area to form the village pond and will be used for amenity purposes.
In-curtilage options were limited by the high groundwater in some parts of the site although soakaways have been used where possible.
Fig 4:The pond provides amenity benefits and a focus for the community |
Fig 5:Swales run through the site providing drainage |
The scheme is designed to function to limit discharge to the 50 year return period greenfield rate of 7l/s/ha and to function without flooding up to the 30 year return period event.
An estimated 10% increase in property value for those areas of the development in the vicinity of SuDS components or scheme indicates that the designers may have intended the SuDS scheme to have a tangible benefit in terms of demand for property in the development.
Thames Water has adopted a third of the SuDS scheme with the rest in the process of adoption. As part of the adoption process it was agreed that the developers pay £500,000 to Hart District Council for operation and maintenance of vegetative aspects of the SuDS scheme.
A number of challenges were identified: