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Strategic Flood Risk Assessment - South Worcestershire ...

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Sources of <strong>Flood</strong> <strong>Risk</strong>:Primary flood risk to the site is fluvial from overtopping of the banks of the RiverSevern east of the site. The north-east corner of the site falls within <strong>Flood</strong> Zone 3band the majority of the site falls within <strong>Flood</strong> Zone 2. The north-east part of the siteis located in the Yellow Zone of the Policy Maps. The Chequers Lane, one of themain access roads to the site are is risk from fluvial flooding.Surface water presents a low risk to the site. Further development and creation ofimpermeable surfaces may result in an increase of surface water flood risk. TheChequers Lane, one of the main access roads to the site are is risk from surfacewater.Surface Water Drainage:As an indication of requirements to manage surface water runoff at the development site anassessment of the soil types, greenfield runoff rate and attenuation storage volume is includedbelow. Storage volumes displayed are calculated with an assumption that 75% of the site willbe developed impermeable ground. A 25% increase in rainfall depths has been included torepresent predicted future climate change effects.PLEASE NOTE: This assessment has been carried out using broad-scale datasets and aims toprovide an indication of the likely opportunities and constraints for this development site. Adetailed drainage assessment based on site-specific conditions should be carried out by asuitably qualified professional and submitted with any planning application. The values belowshould not be used for design purposes.Soil TypeGreenfield Runoff Rate (l/s/ha)Fluvial Deposit1 in 2 year 9.11 in 100 year (plus climate change) 34.52012s5947 S <strong>Worcestershire</strong> Level 2 SFRA Update FINAL Report v1.0.doc 72

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