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MetroCell - Structural Design Criteria
The following information is offered as general guidance. Project designers and qualified engineers should be engaged to guarantee and ensure both hydraulic and structural design of infiltration and attenuation systems.

Due to their strength and versatility, MetroCell units are suitable for both light and heavy duty eg:

Landscape areas, back gardens, light traffic areas and also heavy traffic areas (contact the Naylor Technical Department for specific advice)


Guidance Tables for minimum cover:
Minimum Cover Depths Domestic
Garden
Landscape Light Traffic
Area
<2,500kg
Car Parks
Vehicle
>2.500kg
Heavy Traffic
Vehicle
Minimum Cover over Units 0.5m 0.5m 0.6m 0.75m 1m

LOW WATER TABLE
Maximum Installation Depth - Structures with groundwater over 1m below base of units
  Stiff Clay
(London
Clay)
Silty Sandy
Clay (made
ground)
Loose sand
and gravel
Medium
Dense sand
and gravel
Dense
sand and
gravel
Shear Resistance of Soil 24º 26º 29º 33º 38º
Landscape Loading 2.7m 2.9m 3.35m 3.7m 4.75m
Car Loading 2.5m 2.75m 3.2m 3.5m 4.6m
HGV Loading Suitable for HGV loading, design is specific to frequency and type of loading.

HIGH WATER TABLE
Maximum Installation Depth - Attenuation structures, groundwater at 1m below ground level
  Stiff Clay
(London
Clay)
Silty Sandy
Clay (made
ground)
Loose sand
and gravel
Medium
Dense sand
and gravel
Dense
sand and
gravel
Shear Resistance of Soil 24º 26º 29º 33º 38º
Landscape Loading 1.9m 2.0m 2.2m 2.4m 2.65m
Car Loading 1.8m 1.9m 2.1m 2.3m 2.5m
HGV Loading Suitable for HGV loading, design is specific to frequency and type of loading.

NB the tables are for guidance only. Car park usage includes for occasional refuse vehicles.
Reference should be made to a chartered geotechnical engineer to confirm angle of shear resistance.
For HGV use and specific advice outside the above please refer to Naylor Drainage technical department.

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