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The Requirement
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Nullam euismod malesuada sapien. Curabitur vitae enim urna. In hac habitasse platea dictumst. Nam vestibulum eros sit amet nisi hendrerit facilisis aliquet ligula egestas. Mauris tempus quam eget dui consectetur sit amet dapibus ipsum tincidunt.
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At a glance
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78
78% Increase in usage
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87
87% More Cost Effective
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Sport & Play Solutions -
Greenwich Park -
Equestrian Drainage
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Client: CG Fry Ltd
Contractor: Tithegrove Building and Civil Engineering
Design Engineer: Peter Brett Associates
Permavoid distributor: Aggregate Industries
Date: 2007
Key design aspects: The SUDS design is based on the following parameters:
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Roofs and garages: Total 3347 m²
Main Car Park: 1622 m²
Driveways: Total 2220 m²
Soil Infiltration rate: 3.00 x 10-6m/s (0.0108m/hr)
Storm Return period:
(1) External areas 10 years stored below ground*, with 100 year event contained within overland features;
(2) Roofs and garages 100 years below ground.