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Checkout of Grassed Waterways. Beth E. Clarizia, P.E. Agricultural Engineer. Standard Requirements. Waterways designed to handle a minimum capacity Must have a stable outlet Flow velocities targeted for a reasonable range, but kept below 5 fps When design velocity >3 fps, ECB is required
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Checkout of Grassed Waterways Beth E. Clarizia, P.E. Agricultural Engineer
Standard Requirements • Waterways designed to handle a minimum capacity • Must have a stable outlet • Flow velocities targeted for a reasonable range, but kept below 5 fps • When design velocity >3 fps, ECB is required • Seeding dates: 3/1-5/15 or 8/1-9/30
Checkout Requirements • Measured constructed length • Center and low bank shot every 100 feet • Full cross section every 300 feet
Design • The whole design storm must fit inside the designed flow section, and the velocity when this design section flows full cannot exceed 5 fps.
Cross-sections • Must show that water drains to the waterway.
Cross-sections • Can assume a tenth or two of depth of fill along the sides, but be careful.
Survey methods • Use actual, surveyed cross sections and centerline points. Do not interpolate from a generated contour.
Waterway Inlets and Outlets • Upstream and downstream ends must: • grade out to existing stable ground • meet a structure • If rock outlet pad is at downstream end, include in waterway checkout
Alternative designs • Not eligible
Seeding • Indicate whether you have done the seeding or not above your signature on the survey notes page • If installing ECB, fill out ECB installation report (you should always be confirming seeding if installing ECB)
Rates • Grassed Waterway = $320 per waterway
Questions ???