Case study:Land opposite Wanstead Park

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Location: 51° 34' 22.82" N, 0° 2' 38.16" E
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Project overview

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Status Planned
Project web site
Themes Fisheries, Flood risk management, Habitat and biodiversity, Social benefits
Country England
Main contact forename David
Main contact surname Watts
Main contact user ID
Contact organisation Environment Agency
Contact organisation web site http://www.gov.uk/government/organisations/environment-agency
Partner organisations
Parent multi-site project
This is a parent project
encompassing the following
projects
No
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Project summary

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Realigning of the flood bund against the A406 to reconnect the Roding with 12 Ha of its floodplain and to create wetland features. The past positioning of a bund adjacent to the Roding as a flood defence measure has resulted in the river being detached from its natural floodplain. An area of approx. 6Ha of allotments lies landward of the bund of this 500m stretch. It is proposed to remove this bund and reposition it adjacent to the A406 embankment thus reinstating this 6Ha as functional floodplain.
Flood capacity would be increased as a result of the scheme. This should not pose an issue from a flood risk perspective as these features lie predominately in the floodplain currently unutilised for flooding episodes therefore minimal maintenance of this habitat should not affect the current level of protection. Effective design should ensure the proposals remain a valuable wildlife resource for as long a time period as possible. This project should have priority as it highlighted in the Roding FRM Strategy.

Contamination is unknown. However it can be assumed that the flood bund is of sound, clean material and the first stage of the project could be to simply move the bund. It ties in with the extension of the Roding Valley Way footpath/ cycle path, which LB Redbridge is keen to push. Meetings have already been held. Part of the 12 Ha is a football pitch used by local schools, the use of this would need to be respected.

Monitoring surveys and results

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Lessons learnt

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Catchment and subcatchment

Catchment

River basin district Thames
River basin Roding, Beam and Ingrebourne

Subcatchment

River name Roding (Cripsey Brook to Loxford Water)
Area category 100 - 1000 km²
Area (km2)
Maximum altitude category 100 - 200 m
Maximum altitude (m) 124124 m <br />0.124 km <br />12,400 cm <br />
Dominant geology Calcareous
Ecoregion Great Britain
Dominant land cover Arable and Horticulture
Waterbody ID GB106037028180



Other case studies in this subcatchment: Chigwell Brook, Fresh Wharf, River Roding at Ray Lodge Park, Valentines Park, Weir upstream of Redbridge roundabout


Site

Name
WFD water body codes GB106037028180
WFD (national) typology
WFD water body name Roding (Cripsey Brook to Loxford Water)
Pre-project morphology
Reference morphology
Desired post project morphology
Heavily modified water body No
National/international site designation
Local/regional site designations
Protected species present No
Invasive species present No
Species of interest
Dominant hydrology
Dominant substrate
River corridor land use
Average bankfull channel width category
Average bankfull channel width (m)
Average bankfull channel depth category
Average bankfull channel depth (m)
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Project background

Reach length directly affected (m) 500 m0.5 km <br />50,000 cm <br />
Project started 2008/01/01
Works started
Works completed
Project completed
Total cost category 500 - 1000 k€
Total cost (k€)
Benefit to cost ratio
Funding sources

Cost for project phases

Phase cost category cost exact (k€) Lead organisation Contact forename Contact surname
Investigation and design
Stakeholder engagement and communication
Works and works supervision
Post-project management and maintenance
Monitoring



Reasons for river restoration

Mitigation of a pressure Flood risk management, Riparian development
Hydromorphology
Biology
Physico-chemical
Other reasons for the project


Measures

Structural measures
Bank/bed modifications
Floodplain / River corridor Bund removal, Creation of wetland
Planform / Channel pattern
Other
Non-structural measures
Management interventions
Social measures (incl. engagement)
Other


Monitoring

Hydromorphological quality elements

Element When monitored Type of monitoring Control site used Result
Before measures After measures Qualitative Quantitative

Biological quality elements

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Before measures After measures Qualitative Quantitative

Physico-chemical quality elements

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Any other monitoring, e.g. social, economic

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Monitoring documents



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Supplementary Information

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