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2007-12-20_REVISION - M1977205 (3)
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2007-12-20_REVISION - M1977205 (3)
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Last modified
6/16/2021 6:02:56 PM
Creation date
3/20/2009 3:11:22 PM
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Template:
DRMS Permit Index
Permit No
M1977205
IBM Index Class Name
REVISION
Doc Date
12/20/2007
Doc Name
Second Adequacy Review Response
From
Greg Lewicki and Associates
To
DRMS
Type & Sequence
TR2
Media Type
D
Archive
No
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Depth of Flow: 1.82 feet <br />Velocity: 2.23 fps <br />Freeboard: 1.00 feet <br />Manning's n: 0.100 (Unmaintained, Dense Weeds) <br />River Bank Armoring Desijzn <br />Channel Type: Trapezoidal, Equal Side Slopes 12/17/2007 15:14 <br />Dimensions: Left Side Slope 2.00:1 <br />Right Side Slope 2.00:1 <br />Base Dimension: 12.00 <br />Wetted Perimeter: 14.77 <br />Area of Wetted Cross Section: 8.21 <br />Discharge: 22.14 cfs <br />Depth of Flow: 0.62 feet <br />Velocity: 2.70 fps <br />Channel Lining: Concrete Rip-Rap Sides <br />Freeboard: 0.50 feet <br />3. ReveEetation Plan <br />The dryland slopes will be drill seeded, and the wetland slopes will be broadcast or hydro <br />seeded. The dryland areas will be seeded with the NRCS recommended seed mix. Certified <br />weed free mulch will be crimped into the surface at 2000 lbs per acre. The wetlands will be <br />seeded with a specially designed mix. <br />Tri County Technical Revision Sept 07 7
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