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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 - PowerPoint PPT Presentation
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Checkout of Grassed Checkout of Grassed Waterways Waterways
Beth E. Clarizia, P.E.Beth E. Clarizia, P.E.
Agricultural EngineerAgricultural Engineer
Standard RequirementsStandard Requirements
►Waterways designed to handle a Waterways designed to handle a minimum capacityminimum capacity
►Must have a stable outletMust have a stable outlet►Flow velocities targeted for a Flow velocities targeted for a
reasonable range, but kept below 5 fpsreasonable range, but kept below 5 fps►When design velocity >3 fps, ECB is When design velocity >3 fps, ECB is
requiredrequired►Seeding dates: 3/1-5/15 or 8/1-9/30Seeding dates: 3/1-5/15 or 8/1-9/30
Checkout RequirementsCheckout Requirements
►Measured constructed length Measured constructed length ►Center and low bank shot every 100 Center and low bank shot every 100
feetfeet►Full cross section every 300 feetFull cross section every 300 feet
DesignDesign
• The whole design storm must fit inside the The whole design storm must fit inside the designed flow section, and the velocity designed flow section, and the velocity when this design section flows full cannot when this design section flows full cannot exceed 5 fps. exceed 5 fps.
Cross-sectionsCross-sections
Must show that water drains to the Must show that water drains to the waterway. waterway.
Cross-sectionsCross-sections
Can assume a tenth or two of depth of fill Can assume a tenth or two of depth of fill along the sides, but be careful. along the sides, but be careful.
Landowner:County: Waterway No.:
Station BS HI FS ELEV
TBM Offset RR Elev Offset RR Elev Offset RR Elev RR Elev Offset RR Elev Offset RR Elev Offset RR Elev
Contractor: Date:
Signature:
(print name)
Trapezoidal Waterway Checkout
I certify that this grassed wateray has been installed in compliance with the construction plans and specifications.
I certify that this grassed waterway (has) (has not) been seeded according to NRCS specifications.
Right Top EdgeRight Bottom Plus 20 FeetLeft Top Edge Left Bottom CenterlinePlus 20 Feet
Landowner:County: Waterway No.:
Station BS HI FS ELEV
TBM Offset RR Elev Offset RR Elev Offset RR Elev RR Elev Offset RR Elev Offset RR Elev Offset RR Elev
Contractor: Date:
Plus 20 Feet
Signature:
(print name)
Parabolic Waterway Checkout
I certify that this grassed wateray has been installed in compliance with the construction plans and specifications.
I certify that this grassed waterway (has) (has not) been seeded according to NRCS specifications.
Right Top Edge1/4 Point Plus 20 FeetLeft Top Edge 1/4 Point Centerline
Survey methodsSurvey methods• Use actual, surveyed cross sections and Use actual, surveyed cross sections and
centerline points. Do not interpolate from a centerline points. Do not interpolate from a generated contour.generated contour.
Waterway Inlets and OutletsWaterway Inlets and Outlets
Upstream and downstream ends must:Upstream and downstream ends must: grade out to existing stable ground grade out to existing stable ground meet a structuremeet a structure
If rock outlet pad is at downstream If rock outlet pad is at downstream end, include in waterway checkout end, include in waterway checkout
Alternative Alternative designsdesigns
►Not eligibleNot eligible
Landuser: Designed by: Date:County: Title:
Checked by: Date:Tract No. Field - Title:Location: Section T R
Practice ID:
Req'd. Ft. wide 4 5 6
BW, ft. Z 25 30 40 4 5 6
X Sect Type Depth Ft.
Length Ft.
Outlet Pipe
ALTERNATIVE WATERWAY DESIGNVersion 1.5 4/05
Seeding Width-ft.
Design Grade, %
Design TW - Ft.
WW ID
Design Trap. Sect.
WW ID
D.A. Acres
Tile Size, in. - LengthsEros Contrl Blanket
Outlet Pipes, Size & NumberMulching Acres
WW ID
WW Length for Topwidths WW ID
Seeding Acres
ECB Sq. Yd.
Figure 1. Alternative Waterway Design
0.0
10.0
20.0
30.0
40.0
50.0
60.0
1 2 3 4 5 6 7 8 9 10Waterway Grade - Percent
Dra
inag
e A
rea
- A
cres
TW=40 ft, D=1.2 ft.
TW=30 ft, D=1.0 ft
TW=25 ft, D=0.8 ft.
Reference: EFH Chap 7, IN-Supplement
SeedingSeeding
Indicate whether you have done the Indicate whether you have done the seeding or not above your signature seeding or not above your signature on the survey notes pageon the survey notes page
If installing ECB, fill out ECB If installing ECB, fill out ECB installation report (you should always installation report (you should always be confirming seeding if installing ECB)be confirming seeding if installing ECB)
RatesRates
►Grassed Waterway = $320 per Grassed Waterway = $320 per waterway waterway
QuestionsQuestions
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