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SuDS in London - a guide

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Bioretention ra<strong>in</strong> garden <strong>in</strong> Vauxhall<br />

Design considerations<br />

Edge protection: typically, bioretention<br />

components are sited below pavement<br />

surface levels and can hold stand<strong>in</strong>g water.<br />

It is therefore important that the <strong>in</strong>terface<br />

with pedestrian and vehicular movement<br />

is carefully considered. Bioretention can<br />

be profiled <strong>in</strong> various ways, with soft<br />

edges and gentle side slopes, or hard<br />

edges and vertical sides.<br />

Inlets: <strong>in</strong>lets may be necessary, especially<br />

when hard edge protection is required.<br />

Erosion at <strong>in</strong>let po<strong>in</strong>ts can be prevented by<br />

reduc<strong>in</strong>g the surface water flow velocity<br />

via a sediment trap or a re<strong>in</strong>forced and<br />

textured zone. Protection grilles should not<br />

be used unless the <strong>in</strong>let diameter is greater<br />

than 350mm. An outfall provides overflow<br />

when heavy ra<strong>in</strong>fall means <strong>in</strong>filtration <strong>in</strong>to<br />

the soil is too slow.<br />

Erosion: bioretention systems aim to catch<br />

flow<strong>in</strong>g surface water. Soft landscapes<br />

may suffer erosion, so design the feature<br />

to control the surface water runoff<br />

movement through the use of weirs,<br />

check dams, erosion control matt<strong>in</strong>g<br />

and plant<strong>in</strong>g.<br />

Pollution/contam<strong>in</strong>ation: pollution and<br />

contam<strong>in</strong>ation sources affect<strong>in</strong>g surface<br />

and ground water may affect plant<strong>in</strong>g,<br />

so the plant<strong>in</strong>g specification should be<br />

designed to meet the site conditions.<br />

Bioretention systems can remediate water<br />

contam<strong>in</strong>ants with the use of filtration<br />

mediums, normally sand-based material<br />

with a source of organic matter to provide<br />

nutrients for plant<strong>in</strong>g.<br />

Sedimentation: slow<strong>in</strong>g surface water<br />

flow allows f<strong>in</strong>e particles to be removed.<br />

Design should limit excessive sediment<br />

accumulation that could reduce storage<br />

volume, filtration and <strong>in</strong>filtration rates.<br />

Exceedance: bioretention systems can deal<br />

with only small catchment areas and are<br />

likely to be overwhelmed dur<strong>in</strong>g heavy<br />

storms. The design should therefore allow<br />

for cont<strong>in</strong>gency flow paths and/or<br />

provide outfall.<br />

Outfalls: if an outfall is required, consider<br />

the location, particularly the relative<br />

level of potential discharge locations, as<br />

bioretention system outfalls can be deep<br />

compared to conventional dra<strong>in</strong>age.<br />

Ma<strong>in</strong>tenance<br />

Bioretention systems require rout<strong>in</strong>e site<br />

ma<strong>in</strong>tenance operations to ensure efficient<br />

operation. Inlets and outfalls require<br />

periodic <strong>in</strong>spection.<br />

Useful design guidance<br />

CIRIA C753 The <strong>SuDS</strong> Manual, Chapter 18<br />

48 3 <strong>SuDS</strong> components

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