Page 132 - Bexley SuDS DESIGN & EVALUATION
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Detailed Design Bioretention Raingardens Key design aspects for bioretention
A bioretention structure differs from a
raingarden in that it employs an engineered
raingardens include;
top soil and is used to manage polluted
1. silt collection in forebays
urban runoff in street locations and carparks.
These features can contribute significantly to
2. space above the soil profile for water
collection and stilling before infiltration
the urban scene so should be designed to
meet urban design standards.
through the engineered soil
The runoff entering bioretention features will
gravel protects the infiltration capacity of
normally carry silt and pollution from vehicles 3. a surface mulch of organic matter, grit or
and urban street use. Therefore, some the soil
maintenance should be expected to remove
the build-up of inorganic silt. 4. a free draining soil, 450 -600mm deep,
with 20-30% organic matter cleans, stores
The free-draining nature of engineered soils and conveys runoff to a drainage layer
leads to the washing away of nutrients from
the soil. The proportion of organic matter 5. a transition layer of grit and/or sand
protects the under-drained drainage layer
should be relatively high and replenished
yearly by the application of a mulch layer of that discharges to an outfall
well composted greenwaste or shredded 6. a surface overflow for heavy rain or in the
plant matter arising from maintenance. event of blockage.
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London Borough of Bexley SuDS D & E Guide © 2018 McCloy Consulting & Robert Bray Associates