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BEsT MANAGEMENT PRACTICEs HANDbooK - Tahoe BMP

BEsT MANAGEMENT PRACTICEs HANDbooK - Tahoe BMP

BEsT MANAGEMENT PRACTICEs HANDbooK - Tahoe BMP

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• The structure can be designed to trap coarse sediment, grease, and debrisbefore discharging to other facilities (Refer to Section 4.4.2.6. Sedimenttrap and Section 4.4.2.1, Drop Inlet Insert for more information).Disadvantages• Accumulates sediment and debris and thus requires frequent maintenance.• Unless frequently maintained, captured sediment may become resuspendedduring subsequent flows.This roadway requires sweeping and/or upstream sediment sources need stabilization inorder to remove and prevent sediment and debris from entering into the drain inlet anddischarging downstream.DESIGN CONSIDERATIONS• The following guidelines are water quality design considerations for draininlets. Refer to applicable drainage design manuals within the responsiblejurisdiction for requirements associated with structural integrity, drainagedesign, public safety, and other factors.• Drain inlets should be designed by a licensed professional civil engineer.• Design inlet spacing to prevent water from overtopping the curb and gutteror drainage ditch. Size the inlets based on the size of the drainage area, theamount of sediment expected from the discharging waters, the size andfrequency of runoff events, and the amount of maintenance expected,recognizing that an undersized system will require more frequentmaintenance.Chapter 4: <strong>BMP</strong> ToolkitTRPA <strong>BMP</strong> Handbook4.3.1.5-Drain Inlet 2012Page 2

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