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Stormwater Manual - Pima County Flood Control District

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Temporary or permanent seeding and mulch must be applied to the berm or ditch immediately<br />

following its construction. Triple-seed areas below the flow line, and use erosion control<br />

blankets or turf reinforcement mats as needed.<br />

Maintenance<br />

Bare and vegetated diversion channels shall be inspected regularly to check for points of<br />

scour or bank failure; rubbish or channel obstruction; rodent holes, breaching, or settling of<br />

the ridge; and excessive wear from pedestrian or construction traffic.<br />

Damaged channels or ridges shall be repaired at the time damage is detected. Sediment<br />

deposits shall be removed from diversion channels and adjoining vegetative filter strips<br />

regularly.<br />

Diversions shall be reseeded and fertilized as needed to establish vegetative cover.<br />

11.4.11 Level Spreader<br />

Level spreaders are storm flow outlet devices constructed at zero grade across the slope<br />

whereby concentrated runoff may be discharged at non-erosive velocities onto undisturbed<br />

areas stabilized by existing vegetation. A level spreader is illustrated in Figure 11-13.<br />

Level spreaders dissipate storm flow energy at the outlet by converting storm runoff into sheet<br />

flow and discharging it onto areas stabilized by existing vegetation without causing erosion.<br />

Level spreaders are used at diversion outlets and other locations where sediment free storm<br />

runoff is intercepted and diverted from graded areas onto undisturbed stabilized areas. The<br />

practice applies only in those situations where the spreader can be constructed on undisturbed<br />

soil and where the area directly below the level spreader is stabilized by existing vegetation.<br />

The water must not be allowed to reconcentrate below the point of discharge.<br />

Design Criteria<br />

The length of the level spreader shall be based on the peak flow from the 100-year storm in<br />

accordance with the following table<br />

100-year Peak Flow (cfs)<br />

Minimum Length (ft)<br />

Up to 10 15<br />

11 to 20 20<br />

21 to 30 30<br />

31 to 40 40<br />

41 to 50 50<br />

Construction Specifications<br />

The minimum acceptable width shall be 6 feet. The depth of the level spreader as measured<br />

from the lip shall be at least 6 inches and the depth shall be uniform across the entire length of<br />

the measure.<br />

STORMWATER MANUAL 11-29 August 29, 2011<br />

LEXINGTON-FAYETTE CO., KY.

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