20180969 Ver 1_NAG Ditch Calcs_20180711

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #1
ECMDS 6.0
Name
Ditch #1
Discharge
2.27
Peak Flow Period
0.1
Channel Slope
0.077
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 2.27 cfs 1.59 ft/s 0.64 ft 0.118 4.2 lbs/ft2 3.07 lbs/ft2 1.37 STABLE
Vegetation
Underlying Straight 2.27 cfs 1.59 ft/s 0.64 ft -- 0.04 lbs/ft2 0.02 lbs/ft2 1.63 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145347/show# 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #2
ECMDS 6.0
Name
Ditch #2
Discharge
3.83
Peak Flow Period
0.1
Channel Slope
0.031
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 3.83 cfs 1.36 ft/s 0.9 ft 0.11 4.2 lbs/ft2 1.73 lbs/ft2 2.42 STABLE
Vegetation
Underlying Straight 3.83 cfs 1.36 ft/s 0.9 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 2.49 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145348/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #3
ECMDS 6.0
Name
Ditch #3
Discharge
0.8
Peak Flow Period
0.1
Channel Slope
0.032
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.8 cfs 0.57 ft/s 0.64 ft 0.213 4.2 lbs/ft2 1.27 lbs/ft2 3.31 STABLE
Vegetation
Underlying Straight 0.8 cfs 0.57 ft/s 0.64 ft -- 0.04 lbs/ft2 0 lbs/ft2 12.85 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145349/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #4
ECMDS 6.0
Name
Ditch #4
Discharge
15.77
Peak Flow Period
0.1
Channel Slope
0.016
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 15.77 cfs 2.08 ft/s 1.47 ft 0.072 4.2 lbs/ft2 1.47 lbs/ft2 2.86 STABLE
Vegetation
Underlying Straight 15.77 cfs 2.08 ft/s 1.47 ft -- 0.04 lbs/ft2 0.03 lbs/ft2 1.26 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145350/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #5
ECMDS 6.0
Name
Ditch #5
Discharge
1.36
Peak Flow Period
0.1
Channel Slope
0.017
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.36 cfs 0.58 ft/s 0.82 ft 0.18 4.2 lbs/ft2 0.87 lbs/ft2 4.83 STABLE
Vegetation
Underlying Straight 1.36 cfs 0.58 ft/s 0.82 ft -- 0.04 lbs/ft2 0 lbs/ft2 13.42 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145351/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #6
ECMDS 6.0
Name
Ditch #6
Discharge
1.67
Peak Flow Period
0.1
Channel Slope
0.016
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.67 cfs 0.63 ft/s 0.87 ft 0.165 4.2 lbs/ft2 0.87 lbs/ft2 4.85 STABLE
Vegetation
Underlying Straight 1.67 cfs 0.63 ft/s 0.87 ft -- 0.04 lbs/ft2 0 lbs/ft2 11.35 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145356/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #7
ECMDS 6.0
Name
Ditch #7
Discharge
0.53
Peak Flow Period
0.1
Channel Slope
0.023
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.53 cfs 0.4 ft/s 0.62 ft 0.25 4.2 lbs/ft2 0.88 lbs/ft2 4.75 STABLE
Vegetation
Underlying Straight 0.53 cfs 0.4 ft/s 0.62 ft -- 0.04 lbs/ft2 0 lbs/ft2 25.48 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145357/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #8
ECMDS 6.0
Name
Ditch #8
Discharge
0.95
Peak Flow Period
0.1
Channel Slope
0.015
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.95 cfs 0.43 ft/s 0.79 ft 0.22 4.2 lbs/ft2 0.74 lbs/ft2 5.68 STABLE
Vegetation
Underlying Straight 0.95 cfs 0.43 ft/s 0.79 ft -- 0.04 lbs/ft2 0 lbs/ft2 23.45 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145358/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #9
ECMDS 6.0
Name
Ditch #9
Discharge
0.95
Peak Flow Period
0.1
Channel Slope
0.014
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.95 cfs 0.42 ft/s 0.8 ft 0.222 4.2 lbs/ft2 0.7 lbs/ft2 5.98 STABLE
Vegetation
Underlying Straight 0.95 cfs 0.42 ft/s 0.8 ft -- 0.04 lbs/ft2 0 lbs/ft2 25.24 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145359/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #10
ECMDS 6.0
Name
Ditch #10
Discharge
4.89
Peak Flow Period
0.1
Channel Slope
0.021
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 4.89 cfs 1.28 ft/s 1.04 ft 0.106 4.2 lbs/ft2 1.37 lbs/ft2 3.07 STABLE
Vegetation
Underlying Straight 4.89 cfs 1.28 ft/s 1.04 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 2.95 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145360/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #11
ECMDS 6.0
Name
Ditch #11
Discharge
1.25
Peak Flow Period
0.1
Channel Slope
0.019
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.25 cfs 0.58 ft/s 0.78 ft 0.184 4.2 lbs/ft2 0.93 lbs/ft2 4.51 STABLE
Vegetation
Underlying Straight 1.25 cfs 0.58 ft/s 0.78 ft -- 0.04 lbs/ft2 0 lbs/ft2 13.14 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145361/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #12
ECMDS 6.0
Name
Ditch #12
Discharge
1.21
Peak Flow Period
0.1
Channel Slope
0.021
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.21 cfs 0.6 ft/s 0.76 ft 0.185 4.2 lbs/ft2 1 lbs/ft2 4.21 STABLE
Vegetation
Underlying Straight 1.21 cfs 0.6 ft/s 0.76 ft -- 0.04 lbs/ft2 0 lbs/ft2 12.28 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145362/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #13
ECMDS 6.0
Name
Ditch #13
Discharge
0.76
Peak Flow Period
0.1
Channel Slope
0.016
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.76 cfs 0.39 ft/s 0.75 ft 0.245 4.2 lbs/ft2 0.75 lbs/ft2 5.62 STABLE
Vegetation
Underlying Straight 0.76 cfs 0.39 ft/s 0.75 ft -- 0.04 lbs/ft2 0 lbs/ft2 28.95 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145363/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #14
ECMDS 6.0
Name
Ditch #14
Discharge
0.76
Peak Flow Period
0.1
Channel Slope
0.014
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.76 cfs 0.36 ft/s 0.77 ft 0.25 4.2 lbs/ft2 0.68 lbs/ft2 6.22 STABLE
Vegetation
Underlying Straight 0.76 cfs 0.36 ft/s 0.77 ft -- 0.04 lbs/ft2 0 lbs/ft2 33.32 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145364/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #15
ECMDS 6.0
Name
Ditch #15
Discharge
4.73
Peak Flow Period
0.1
Channel Slope
0.043
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 4.73 cfs 1.77 ft/s 0.87 ft 0.098 4.2 lbs/ft2 2.35 lbs/ft2 1.79 STABLE
Vegetation
Underlying Straight 4.73 cfs 1.77 ft/s 0.87 ft -- 0.04 lbs/ft2 0.02 lbs/ft2 1.47 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145365/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #16
ECMDS 6.0
Name
Ditch #16
Discharge
1.63
Peak Flow Period
0.1
Channel Slope
0.026
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.63 cfs 0.79 ft/s 0.77 ft 0.156 4.2 lbs/ft2 1.25 lbs/ft2 3.37 STABLE
Vegetation
Underlying Straight 1.63 cfs 0.79 ft/s 0.77 ft -- 0.04 lbs/ft2 0 lbs/ft2 7.02 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145366/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #17
ECMDS 6.0
Name
Ditch #17
Discharge
1.29
Peak Flow Period
0.1
Channel Slope
0.034
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.29 cfs 0.78 ft/s 0.69 ft 0.167 4.2 lbs/ft2 1.45 lbs/ft2 2.89 STABLE
Vegetation
Underlying Straight 1.29 cfs 0.78 ft/s 0.69 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 6.87 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145368/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #18
ECMDS 6.0
Name
Ditch #18
Discharge
0.38
Peak Flow Period
0.1
Channel Slope
0.01
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.38 cfs 0.27 ft/s 0.64 ft 0.25 4.2 lbs/ft2 0.4 lbs/ft2 10.6 STABLE
Vegetation
Underlying Straight 0.38 cfs 0.27 ft/s 0.64 ft -- 0.04 lbs/ft2 0 lbs/ft2 56.79 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145414/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #19
ECMDS 6.0
Name
Ditch #19
Discharge
0.87
Peak Flow Period
0.1
Channel Slope
0.042
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.87 cfs 0.68 ft/s 0.6 ft 0.195 4.2 lbs/ft2 1.58 lbs/ft2 2.66 STABLE
Vegetation
Underlying Straight 0.87 cfs 0.68 ft/s 0.6 ft -- 0.04 lbs/ft2 0 lbs/ft2 8.67 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145416/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #20
ECMDS 6.0
Name
Ditch #20
Discharge
1.71
Peak Flow Period
0.1
Channel Slope
0.031
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.71 cfs 0.88 ft/s 0.74 ft 0.149 4.2 lbs/ft2 1.44 lbs/ft2 2.92 STABLE
Vegetation
Underlying Straight 1.71 cfs 0.88 ft/s 0.74 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 5.55 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145417/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #21
ECMDS 6.0
Name
Ditch #21
Discharge
5.61
Peak Flow Period
0.1
Channel Slope
0.014
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 5.61 cfs 1.14 ft/s 1.18 ft 0.106 4.2 lbs/ft2 1.03 lbs/ft2 4.06 STABLE
Vegetation
Underlying Straight 5.61 cfs 1.14 ft/s 1.18 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 3.88 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145418/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #22
ECMDS 6.0
Name
Ditch #22
Discharge
0.57
Peak Flow Period
0.1
Channel Slope
0.013
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.57 cfs 0.33 ft/s 0.7 ft 0.25 4.2 lbs/ft2 0.57 lbs/ft2 7.36 STABLE
Vegetation
Underlying Straight 0.57 cfs 0.33 ft/s 0.7 ft -- 0.04 lbs/ft2 0 lbs/ft2 39.42 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145420/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #23
ECMDS 6.0
Name
Ditch #23
Discharge
8.6
Peak Flow Period
0.1
Channel Slope
0.058
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Unreinforced Straight 8.6 cfs 2.77 ft/s 0.94 ft 0.076 4.2 lbs/ft2 3.41 lbs/ft2
Vegetation
Underlying Straight 8.6 cfs 2.77 ft/s 0.94 ft -- 0.04 lbs/ft2 0.06 lbs/ft2
Substrate
https://ecmds.com/project/l 36819/channel-analysis/145421 /show
1.23 STABLE --
0.61 UNSTABLE --

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #24
ECMDS 6.0
Name
Ditch #24
Discharge
0.49
Peak Flow Period
0.1
Channel Slope
0.013
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.49 cfs 0.32 ft/s 0.67 ft 0.25 4.2 lbs/ft2 0.54 lbs/ft2 7.78 STABLE
Vegetation
Underlying Straight 0.49 cfs 0.32 ft/s 0.67 ft -- 0.04 lbs/ft2 0 lbs/ft2 41.72 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145423/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #25
ECMDS 6.0
Name
Ditch #25
Discharge
3.03
Peak Flow Period
0.1
Channel Slope
0.027
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 3.03 cfs 1.13 ft/s 0.87 ft 0.121 4.2 lbs/ft2 1.47 lbs/ft2 2.85 STABLE
Vegetation
Underlying Straight 3.03 cfs 1.13 ft/s 0.87 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 3.58 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145424/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #26
Name
Ditch #26
Discharge
26.61
Peak Flow Period
0.1
Channel Slope
0.025
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
C125
ECMDS 6.0
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
C125 Straight 26.61 cfs 7.5 ft/s 1.01 ft 0.019 2.25 lbs/ft2 1.57 lbs/ft2 1.43 STABLE D
Unvegetated
Unreinforced Vegetation - Class C - Mix (Sod & Bunch) - Fair 50-75%
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 26.61 cfs 3.26 ft/s 1.53 ft 0.059
Vegetation
Underlying Straight 26.61 cfs 3.26 ft/s 1.53 ft
Substrate
https://ecmds.com/project/ 136819/channel-analysis/145425/show
4.2 lbs/ft2 2.38lbs/ft2 1.76 STABLE
0.04lbs/ft2 0.07lbs/ft2 0.52 UNSTABLE

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #27
ECMDS 6.0
Name
Ditch #27
Discharge
2.39
Peak Flow Period
0.1
Channel Slope
0.041
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 2.39 cfs 1.21 ft/s 0.75 ft 0.125 4.2 lbs/ft2 1.92 lbs/ft2 2.19 STABLE
Vegetation
Underlying Straight 2.39 cfs 1.21 ft/s 0.75 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 2.95 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145426/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #28
ECMDS 6.0
Name
Ditch #28
Discharge
0.64
Peak Flow Period
0.1
Channel Slope
0.013
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.64 cfs 0.34 ft/s 0.74 ft 0.25 4.2 lbs/ft2 0.6 lbs/ft2 7.04 STABLE
Vegetation
Underlying Straight 0.64 cfs 0.34 ft/s 0.74 ft -- 0.04 lbs/ft2 0 lbs/ft2 37.74 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145427/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #29
ECMDS 6.0
Name
Ditch #29
Discharge
1.44
Peak Flow Period
0.1
Channel Slope
0.064
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.44 cfs 1.13 ft/s 0.6 ft 0.145 4.2 lbs/ft2 2.41 lbs/ft2 1.75 STABLE
Vegetation
Underlying Straight 1.44 cfs 1.13 ft/s 0.6 ft -- 0.04 lbs/ft2 0.01 lbs/ft2 3.14 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145428/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #30
ECMDS 6.0
Name
Ditch #30
Discharge
0.34
Peak Flow Period
0.1
Channel Slope
0.033
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 0.34 cfs 0.41 ft/s 0.49 ft 0.25 4.2 lbs/ft2 1 lbs/ft2 4.19 STABLE
Vegetation
Underlying Straight 0.34 cfs 0.41 ft/s 0.49 ft -- 0.04 lbs/ft2 0 lbs/ft2 22.44 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145429/show 1/1

7/3/2018
NORTH
AMERICAN
GREEN
CHANNEL ANALYSIS
> > > Ditch #31
ECMDS 6.0
Name
Ditch #31
Discharge
1.06
Peak Flow Period
0.1
Channel Slope
0.041
Channel Bottom Width
0
Left Side Slope
3
Right Side Slope
4
Low Flow Liner
Retardence Class
C 6-12 in
Vegetation Type
Mix (Sod and Bunch)
Vegetation Density
Fair 50-75%
Soil Type
Sandy Loam
Unreinforced Vegetation
- Class C - Mix (Sod & Bunch) - Fair 50-75%
North American Green
5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v6.0
Phase Reach Discharge Velocity Normal Depth Mannings N Permissable Shear Calculated Shear Safety Remarks Staple
Stress Stress Factor Pattern
Jnreinforced Straight 1.06 cfs 0.76 ft/s 0.63 ft 0.178 4.2 lbs/ft2 1.61 lbs/ft2 2.6 STABLE
Vegetation
Underlying Straight 1.06 cfs 0.76 ft/s 0.63 ft -- 0.04 lbs/ft2 0 lbs/ft2 7.05 STABLE
Substrate
https://ecmds.com/project/l36819/channel-analysis/145430/show 1/1