Level spreaders

This clever design incorporates a level spreading device after a curb cut has concentrated flow. This kind of treatement train approach would provide an opportunity to provide pretreatement at the point of concentration. Photo credit: [https://www.pca.state.mn.us/featured/when-it-rains-it-flows MPCA

Level spreaders should conform to the following design criteria in order to ensure non-erosive sheet flow into vegetated areas such as vegetated filter strips, swales or forested conservation areas.

The length of the level spreader should be determined by the type of filter area and the design flow:

• 1.4 m of level spreader length per every 0.01 cubic meter per second (cms) of inflow for discharges to a filter strip or turf conservation area;
• 4.3 m of level spreader length per every 0.01 cms of inflow when the spreader discharges to a forested conservation area.
• The minimum level spreader length is 4 m and the maximum is 40 m.
• The level spreader lip should be concrete, wood or pre-fabricated metal, with a well anchored footer, or other accepted rigid, non-erodible material.
• The ends of the level spreader section should be tied back into the slope to avoid overflow scouring or erosion around the ends of the spreader.
• The width of the level spreader channel on the up-stream side of the level lip should be three times the diameter of the inflow pipe, and the depth should be 20 cm or one-half the culvert diameter, whichever is greater.

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a gently sloping, densely vegetated areas that treat runoff as sheet flow from adjacent impervious areas. They function by slowing runoff velocity and filtering out suspended sediment and associated pollutants, and by providing some infiltration into underlying soils.