SuDS in London - a guide
sustainable-urban-drainage-november-2016
sustainable-urban-drainage-november-2016
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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