Constructed Channel Design Criteria Sample Clauses

Constructed Channel Design Criteria. Channel design in general will follow the ODOT Hydraulics Manual Chapter 8 (Channels). Water quality swale design will follow the Central Oregon Stormwater Manual Chapter 6 (Water Quality Treatment Design), and the ODOT Geo-Environmental Bulletin GE09-02(B) and as updated. Water quality swale design will follow the minimum soil type and dimensions and mitigation measures as outlined in the Standard Details of Section 11 water quality swale exhibit. Channels shall be designed to provide required conveyance capacity while minimizing erosion and allowing for aesthetics and preservation of riparian habitat. Channel section geometry shall be trapezoidal. Side slopes shall not be steeper than 4H:1V for vegetation-lined channels and 3H:1V for rock-lined channels, unless the channel is engineered specifically for steeper slopes and allowed by the City. Vegetation-lined channels shall have a minimum slope or 0.5% and maximum velocity of 2 fps and detailed as further described in the ODOT Geo-Environmental Bulletin GE09-02(B) and as updated. An established grass, vegetated lining, or other approved erosion control measure (e.g. riprap) is required before the channel can be used to convey stormwater. If the design velocity of a channel to be vegetated by seeding exceeds 2 fps, flow spreader spacing will be decreased to compensate for the additional velocity. A filter blanket or riprap geotextile is required for rock lined channels. The table below summarizes required channel type and freeboard by design velocity: Velocity at Design Flow (fps) Channel Type Min. Height Above Design Water Surface (freeboard) >5 – 8 Riprap / Bioengineering 1 ft >8 – 12 Riprap 2 ft >12 Site specific design to be submitted and approved by the City
Sample 1
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