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SuDS in London - a guide

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2.4 <strong>London</strong>’s<br />

chalk aquifer<br />

Beneath <strong>London</strong> is a large chalk aquifer.<br />

This was substantially depleted dur<strong>in</strong>g the<br />

19th and 20th centuries due to extraction<br />

by <strong>in</strong>dustrial activities. This resulted <strong>in</strong><br />

the aquifer be<strong>in</strong>g depleted to 88m below<br />

sea level. However, <strong>in</strong> the last 60 years,<br />

as <strong>in</strong>dustrial activities moved away from<br />

central <strong>London</strong>, the chalk aquifer has<br />

started to rebound by as much as 3m<br />

per year.<br />

Some geology <strong>in</strong> <strong>London</strong> is susceptible<br />

to shr<strong>in</strong>k-swell movement, caused by the<br />

presence or absence of water. This can<br />

have a substantial effect on underground<br />

structures and foundations.<br />

S<strong>in</strong>ce 1992, the General Aquifer Research<br />

Development and Investigation Team<br />

(GARDIT) has licensed the removal of<br />

groundwater from <strong>London</strong>’s chalk aquifer.<br />

The aim is to control and eventually<br />

stabilise the rise <strong>in</strong> groundwater levels.<br />

The <strong>SuDS</strong> designer should take account of<br />

the chalk aquifer because:<br />

• In areas with high groundwater levels,<br />

water can enter the <strong>SuDS</strong> component<br />

and reduce its storage capacity<br />

• There is a risk of flotation and <strong>in</strong>creased<br />

loads imposed by groundwater<br />

• High levels of groundwater can reduce<br />

the <strong>in</strong>filtration rate of <strong>SuDS</strong> features<br />

• Groundwater can change the stability of<br />

underground structures and foundations<br />

Further <strong>in</strong>formation:<br />

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

26 Management of the <strong>London</strong> Bas<strong>in</strong> Chalk<br />

Aquifer: Status Report 2015,<br />

Environment Agency.<br />

Exposed chalk<br />

2.5 <strong>London</strong>’s soils<br />

<strong>London</strong>’s soils are derived from the<br />

underly<strong>in</strong>g geology. Across <strong>London</strong> there<br />

are variously clays, sands and gravels<br />

which are often found <strong>in</strong> a river<br />

environment. Soil management is<br />

fundamental to the successful<br />

function<strong>in</strong>g of <strong>SuDS</strong> components.<br />

<strong>SuDS</strong> should be designed accord<strong>in</strong>g<br />

to the geology and soils of the area.<br />

Designs should consider the availability<br />

and properties of exist<strong>in</strong>g soils, the<br />

surround<strong>in</strong>g ground and the requirements<br />

for imported soils. Soils should not be<br />

imported unless this is unavoidable.<br />

Soil properties typically <strong>in</strong>fluence:<br />

• Water quantity: the physical properties<br />

of soil affect the attenuation<br />

capacity as they dictate its dra<strong>in</strong>age<br />

and water-hold<strong>in</strong>g properties<br />

• Water quality: the filtration capacity<br />

of soils <strong>in</strong>fluence water quality by,<br />

for example, affect<strong>in</strong>g the amount<br />

of elements such as nutrients or<br />

contam<strong>in</strong>ants, taken up by the<br />

soil or dissolved <strong>in</strong>to the water<br />

20 2 The <strong>London</strong> context

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