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SuDS in London - a guide

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5.18 A23 Coulsdon Bypass, Farth<strong>in</strong>g Way<br />

Location<br />

Coulsdon<br />

<strong>London</strong> Borough of Croydon<br />

Extent<br />

34ha<br />

Cost<br />

£33m (Total scheme)<br />

Date<br />

2006<br />

Credits<br />

TfL<br />

Atk<strong>in</strong>s<br />

<strong>SuDS</strong> components<br />

Kerb dra<strong>in</strong>age<br />

Soakaways<br />

Filter strip<br />

Filter dra<strong>in</strong>s<br />

Filter strip gravel<br />

Summary<br />

Highway runoff attenuation.<br />

Project description<br />

A groundwater extraction borehole at<br />

Smitham Pump<strong>in</strong>g Station is located <strong>in</strong><br />

Coulsdon Town Centre. The new section<br />

of A23 between Marlpit Lane and Smitham<br />

Station passes across the <strong>in</strong>ner Source<br />

Protection Zone (SPZ) for the extraction<br />

borehole and has been designed to direct<br />

runoff appropriately.<br />

Objectives<br />

• The dra<strong>in</strong>age design redirects<br />

runoff flow<strong>in</strong>g from the new<br />

A23 away from the <strong>in</strong>ner SPZ<br />

• Attenuation was needed to ensure the<br />

area receiv<strong>in</strong>g the runoff can cope with<br />

the volume of water it now receives<br />

Actions and results<br />

• The new A23 is dra<strong>in</strong>ed, via a piped<br />

system with kerbs and gullies, <strong>in</strong>to<br />

spillage conta<strong>in</strong>ment devices and<br />

a full retention fuel/oil separator,<br />

before discharg<strong>in</strong>g <strong>in</strong>to soakaways<br />

• To the west of the new A23, the<br />

exist<strong>in</strong>g ground rises steeply; be<strong>in</strong>g<br />

chalk downland, there is likely to be<br />

significant runoff when it ra<strong>in</strong>s heavily.<br />

A separate system, not l<strong>in</strong>ked to the<br />

highway dra<strong>in</strong>age, collects this runoff<br />

and discharges it <strong>in</strong>to soakaways<br />

• Non-piped dra<strong>in</strong>age components<br />

with<strong>in</strong> the site pr<strong>in</strong>cipally relate to<br />

l<strong>in</strong>ear soakaways at the bottom of the<br />

embankment adjacent to footways<br />

where water is caught at a low po<strong>in</strong>t<br />

Benefits<br />

• The design ma<strong>in</strong>ta<strong>in</strong>s the<br />

flow of previously-exist<strong>in</strong>g<br />

dra<strong>in</strong>s and watercourses<br />

• The design of the dra<strong>in</strong>age components<br />

allows them to be ma<strong>in</strong>ta<strong>in</strong>ed <strong>in</strong><br />

a safe and efficient manner<br />

• Surface water is able to dra<strong>in</strong> <strong>in</strong>to<br />

soakaways on adjacent land<br />

Lessons learned<br />

• Localised design changes were<br />

necessary, due to the unexpected<br />

presence of services<br />

111 5 Case studies

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