SW6240607_Design Calculations_20240830 (2)

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 1
Name DITCH 1
Discharge 1.54
Channel Slope 0.05
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.54 cfs 3.33 ft/s 0.32 ft 0.032 1.6 lbs/ft2 0.99 lbs/ft2 1.61 STABLE D
Underlying Straight 1.54 cfs 3.33 ft/s 0.32 ft 0.032 1.51 Ibs/ft2 0.57 Ibs/ft2 2.64 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.54 cfs 2.94 ft/s 0.34 ft 0.038 4 lbs/ft2 1.07 lbs/ft2 3.74 STABLE --
Vegetation
Underlying Straight 1.54 cfs 2.94 ft/s 0.34 ft 0.038 1.07 lbs/ft2 0.61 lbs/ft2 1.75 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 2
Name DITCH 2
Discharge 2.15
Channel Slope 0.05
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 2.15 cfs 3.67 ft/s 0.37 ft 0.032 1.6 lbs/ft2 1.14 lbs/ft2 1.4 STABLE D
Underlying Straight 2.15 cfs 3.67 ft/s 0.37 ft 0.032 1.51 Ibs/ft2 0.65 Ibs/ft2 2.34 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2.15 cfs 3.31 ft/s 0.39 ft 0.036 4 lbs/ft2 1.21 lbs/ft2 3.3 STABLE --
Vegetation
Underlying Straight 2.15 cfs 3.31 ft/s 0.39 ft 0.036 0.98 Ibs/ft2 0.68 Ibs/ft2 1.43 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 3
Name DITCH 3
Discharge 1.67
Channel Slope 0.013
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.67 cfs 1.38 ft/s 0.56 ft 0.055 4 lbs/ft2 0.45 lbs/ft2 8.85 STABLE
Vegetation
Underlying Straight 1.67 cfs 1.38 ft/s 0.56 ft 0.055 2.23 lbs/ft2 0.24 lbs/ft2 9.16 STABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 4
Name DITCH 4
Discharge 2.94
Channel Slope 0.044
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 2.94 cfs 3.8 ft/s 0.43 ft 0.032 1.6 lbs/ft2 1.18 lbs/ft2 1.35 STABLE D
Underlying Straight 2.94 cfs 3.8 ft/s 0.43 ft 0.032 1.51 Ibs/ft2 0.66 Ibs/ft2 2.3 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2.94 cfs 3.43 ft/s 0.46 ft 0.036 4 lbs/ft2 1.26 lbs/ft2 3.19 STABLE --
Vegetation
Underlying Straight 2.94 cfs 3.43 ft/s 0.46 ft 0.036 0.97 lbs/ft2 0.69 lbs/ft2 1.4 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 5
Name DITCH 5
Discharge 5.15
Channel Slope 0.025
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 5.15 cfs 3.46 ft/s 0.63 ft 0.033 1.6 lbs/ft2 0.98 lbs/ft2 1.64 STABLE D
Underlying Straight 5.15 cfs 3.46 ft/s 0.63 ft 0.033 1.51 Ibs/ft2 0.52 Ibs/ft2 2.91 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 5.15 cfs 3 ft/s 0.68 ft 0.04 4 lbs/ft2 1.06 lbs/ft2 3.79 STABLE --
Vegetation
Underlying Straight 5.15 cfs 3 ft/s 0.68 ft 0.04 1.15 Ibs/ft2 0.56 Ibs/ft2 2.06 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 6
Name DITCH 6
Discharge 7.92
Channel Slope 0.068
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
SC250
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
SC250 Straight 7.92 cfs 5.65 ft/s 0.61 ft 0.032 3 lbs/ft2 2.57 lbs/ft2 1.17 STABLE E
Unvegetated
Underlying Straight 7.92 cfs 5.65 ft/s 0.61 ft 0.032 2.84 lbs/ft2 1.37 lbs/ft2 2.07 STABLE E
Substrate
SC250 Straight 7.92 cfs 6.27 ft/s 0.57 ft 0.028 10 lbs/ft2 2.42 lbs/ft2 4.13 STABLE E
Reinforced
Vegetation
Underlying Straight 7.92 cfs 6.27 ft/s 0.57 ft 0.028 3 lbs/ft2 1.3 lbs/ft2 2.3 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 7
Name DITCH 7
Discharge 9.29
Channel Slope 0.088
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sand(SP)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 9.29 cfs 7.01 ft/s 0.41 ft 0.027 2.3 lbs/ft2 2.25 lbs/ft2 1.02 STABLE E
Unvegetated
Underlying Straight 9.29 cfs 7.01 ft/s 0.41 ft 0.027 2.01 lbs/ft2 1.58 lbs/ft2 1.27 STABLE E
Substrate
S200 Reinforced Straight 9.29 cfs 7.24 ft/s 0.4 ft 0.026 10 lbs/ft2 2.2 lbs/ft2 4.54 STABLE E
Vegetation
Underlying Straight 9.29 cfs 7.24 ft/s 0.4 ft 0.026 2.3 lbs/ft2 1.55 lbs/ft2 1.48 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 8
Name DITCH 8
Discharge 11.39
Channel Slope 0.005
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sand(SP)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 11.39 cfs 1.53 ft/s 1.28 ft 0.056 4 lbs/ft2 0.4 lbs/ft2 10.03 STABLE
Vegetation
Underlying Straight 11.39 cfs 1.53 ft/s 1.28 ft 0.056 2.1 lbs/ft2 0.23 lbs/ft2 9.1 STABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 9
Name DITCH 9
Discharge 14.86
Channel Slope 0.059
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
SC250
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
SC250 Straight 14.86 cfs 6.4 ft/s 0.8 ft 0.031 3 lbs/ft2 2.94 lbs/ft2 1.02 STABLE E
Unvegetated
Underlying Straight 14.86 cfs 6.4 ft/s 0.8 ft 0.031 2.84 lbs/ft2 1.54 lbs/ft2 1.85 STABLE E
Substrate
SC250 Straight 14.86 cfs 7.19 ft/s 0.75 ft 0.027 10 lbs/ft2 2.77 lbs/ft2 3.62 STABLE E
Reinforced
Vegetation
Underlying Straight 14.86 cfs 7.19 ft/s 0.75 ft 0.027 3 lbs/ft2 1.45 lbs/ft2 2.07 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 10
Name DITCH 10
Discharge 16.06
Channel Slope 0.045
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
5200 Straight 16.06 cfs 6.06 ft/s 0.66 ft 0.03 2.3 lbs/ft2 1.86 lbs/ft2 1.23 STABLE E
Unvegetated
Underlying Straight 16.06 cfs 6.06 ft/s 0.66 ft 0.03 2.18 lbs/ft2 1.2 lbs/ft2 1.81 STABLE E
Substrate
S200 Reinforced Straight 16.06 cfs 6.12 ft/s 0.66 ft 0.029 10 lbs/ft2 1.85 lbs/ft2 5.39 STABLE E
Vegetation
Underlying Straight 16.06 cfs 6.12 ft/s 0.66 ft 0.029 2.3 lbs/ft2 1.19 lbs/ft2 1.92 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 11
Name DITCH 11
Discharge 17.81
Channel Slope 0.029
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 17.81 cfs 5.01 ft/s 0.8 ft 0.032 2.3 lbs/ft2 1.46 lbs/ft2 1.58 STABLE E
Unvegetated
Underlying Straight 17.81 cfs 5.01 ft/s 0.8 ft 0.032 2.18 lbs/ft2 0.91 lbs/ft2 2.4 STABLE E
Substrate
S200 Reinforced Straight 17.81 cfs 4.94 ft/s 0.81 ft 0.032 10 lbs/ft2 1.47 lbs/ft2 6.8 STABLE E
Vegetation
Underlying Straight 17.81 cfs 4.94 ft/s 0.81 ft 0.032 2.3 lbs/ft2 0.91 lbs/ft2 2.52 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 12
Name DITCH 12
Discharge 13.18
Channel Slope 0.039
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 13.18 cfs 5.42 ft/s 0.82 ft 0.031 2.3 lbs/ft2 2 lbs/ft2 1.15 STABLE E
Unvegetated
Underlying Straight 13.18 cfs 5.42 ft/s 0.82 ft 0.031 2.18 lbs/ft2 1.04 lbs/ft2 2.1 STABLE E
Substrate
S200 Reinforced Straight 13.18 cfs 5.41 ft/s 0.82 ft 0.031 10 lbs/ft2 2 lbs/ft2 5 STABLE E
Vegetation
Underlying Straight 13.18 cfs 5.41 ft/s 0.82 ft 0.031 2.3 lbs/ft2 1.04 lbs/ft2 2.21 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 13
Name DITCH 13
Discharge 0.88
Channel Slope 0.046
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 0.88 cfs 2.72 ft/s 0.26 ft 0.033 1.6 lbs/ft2 0.73 lbs/ft2 2.18 STABLE D
Underlying Straight 0.88 cfs 2.72 ft/s 0.26 ft 0.033 1.51 Ibs/ft2 0.44 Ibs/ft2 3.45 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.88 cfs 2.3 ft/s 0.28 ft 0.042 4 lbs/ft2 0.81 lbs/ft2 4.92 STABLE --
Vegetation
Underlying Straight 0.88 cfs 2.3 ft/s 0.28 ft 0.042 1.3 Ibs/ft2 0.48 Ibs/ft2 2.72 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 14
Name DITCH 14
Discharge 27.76
Channel Slope 0.034
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 27.76 cfs 6.3 ft/s 0.92 ft 0.03 2.3 lbs/ft2 1.96 lbs/ft2 1.17 STABLE E
Unvegetated
Underlying Straight 27.76 cfs 6.3 ft/s 0.92 ft 0.03 2.18 lbs/ft2 1.19 lbs/ft2 1.83 STABLE E
Substrate
S200 Reinforced Straight 27.76 cfs 6.36 ft/s 0.92 ft 0.029 10 lbs/ft2 1.95 lbs/ft2 5.13 STABLE E
Vegetation
Underlying Straight 27.76 cfs 6.36 ft/s 0.92 ft 0.029 2.3 lbs/ft2 1.19 lbs/ft2 1.94 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 15
Name DITCH 15
Discharge 0.47
Channel Slope 0.046
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.47 cfs 1.84 ft/s 0.22 ft 0.046 4 lbs/ft2 0.63 lbs/ft2 6.32 STABLE
Vegetation
Underlying Straight 0.47 cfs 1.84 ft/s 0.22 ft 0.046 1.54 lbs/ft2 0.39 lbs/ft2 3.97 STABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 16
Name DITCH 16
Discharge 1.19
Channel Slope 0.076
Channel Bottom Width 2
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.19 cfs 3.19 ft/s 0.15 ft 0.032 1.6 lbs/ft2 0.72 lbs/ft2 2.24 STABLE D
Underlying Straight 1.19 cfs 3.19 ft/s 0.15 ft 0.032 1.51 Ibs/ft2 0.59 Ibs/ft2 2.55 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.19 cfs 2.89 ft/s 0.17 ft 0.037 4 lbs/ft2 0.78 lbs/ft2 5.11 STABLE --
Vegetation
Underlying Straight 1.19 cfs 2.89 ft/s 0.17 ft 0.037 1.03 Ibs/ft2 0.64 Ibs/ft2 1.6 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 17
Name DITCH 17
Discharge 1.21
Channel Slope 0.043
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.21 cfs 2.9 ft/s 0.3 ft 0.033 1.6 lbs/ft2 0.8 lbs/ft2 2 STABLE D
Underlying Straight 1.21 cfs 2.9 ft/s 0.3 ft 0.033 1.51 Ibs/ft2 0.47 Ibs/ft2 3.24 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.21 cfs 2.48 ft/s 0.33 ft 0.041 4 lbs/ft2 0.88 lbs/ft2 4.53 STABLE --
Vegetation
Underlying Straight 1.21 cfs 2.48 ft/s 0.33 ft 0.041 1.24 lbs/ft2 0.51 lbs/ft2 2.44 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 18
Name DITCH 18
Discharge 0.57
Channel Slope 0.043
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 0.57 cfs 1.89 ft/s 0.24 ft 0.045 4 lbs/ft2 0.65 lbs/ft2 6.11 STABLE
Vegetation
Underlying Straight 0.57 cfs 1.89 ft/s 0.24 ft 0.045 1.52 lbs/ft2 0.39 lbs/ft2 3.85 STABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 19
Name DITCH 19
Discharge 3.51
Channel Slope 0.005
Channel Bottom Width 2
Left Side Slope 2
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 3.51 cfs 1.05 ft/s 0.83 ft 0.065 4 lbs/ft2 0.26 lbs/ft2 15.54 STABLE
Vegetation
Underlying Straight 3.51 cfs 1.05 ft/s 0.83 ft 0.065 3.1 lbs/ft2 0.16 lbs/ft2 19.12 STABLE
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 20
Name DITCH 20
Discharge 1.26
Channel Slope 0.089
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.26 cfs 4.06 ft/s 0.25 ft 0.031 1.6 lbs/ft2 1.38 lbs/ft2 1.16 STABLE D
Underlying Straight 1.26 cfs 4.06 ft/s 0.25 ft 0.031 1.51 Ibs/ft2 0.83 Ibs/ft2 1.83 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.26 cfs 3.83 ft/s 0.26 ft 0.033 4 lbs/ft2 1.43 lbs/ft2 2.79 STABLE --
Vegetation
Underlying Straight 1.26 cfs 3.83 ft/s 0.26 ft 0.033 0.82 Ibs/ft2 0.86 Ibs/ft2 0.96 UNSTABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 21
Name DITCH 21
Discharge 1.64
Channel Slope 0.089
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S200
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S200 Straight 1.64 cfs 4.26 ft/s 0.28 ft 0.032 2.3 lbs/ft2 1.58 lbs/ft2 1.46 STABLE E
Unvegetated
Underlying Straight 1.64 cfs 4.26 ft/s 0.28 ft 0.032 2.18 lbs/ft2 0.93 lbs/ft2 2.34 STABLE E
Substrate
S200 Reinforced Straight 1.64 cfs 4.21 ft/s 0.29 ft 0.032 10 lbs/ft2 1.59 lbs/ft2 6.28 STABLE E
Vegetation
Underlying Straight 1.64 cfs 4.21 ft/s 0.29 ft 0.032 2.3 lbs/ft2 0.94 lbs/ft2 2.46 STABLE E
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 22
Name DITCH 22
Discharge 1.61
Channel Slope 0.05
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 1.61 cfs 3.37 ft/s 0.32 ft 0.032 1.6 lbs/ft2 1.01 lbs/ft2 1.58 STABLE D
Underlying Straight 1.61 cfs 3.37 ft/s 0.32 ft 0.032 1.51 Ibs/ft2 0.58 Ibs/ft2 2.6 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 1.61 cfs 2.99 ft/s 0.35 ft 0.038 4 lbs/ft2 1.08 lbs/ft2 3.69 STABLE --
Vegetation
Underlying Straight 1.61 cfs 2.99 ft/s 0.35 ft 0.038 1.06 Ibs/ft2 0.62 Ibs/ft2 1.71 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 23
Name DITCH 23
Discharge 2.57
Channel Slope 0.05
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 2.57 cfs 3.87 ft/s 0.39 ft 0.031 1.6 lbs/ft2 1.23 lbs/ft2 1.3 STABLE D
Underlying Straight 2.57 cfs 3.87 ft/s 0.39 ft 0.031 1.51 Ibs/ft2 0.69 Ibs/ft2 2.19 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 2.57 cfs 3.52 ft/s 0.42 ft 0.036 4 lbs/ft2 1.3 lbs/ft2 3.08 STABLE --
Vegetation
Underlying Straight 2.57 cfs 3.52 ft/s 0.42 ft 0.036 0.94 Ibs/ft2 0.72 Ibs/ft2 1.29 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
CHANNEL ANALYSIS
>>>DITCH 24
Name DITCH 24
Discharge 4.99
Channel Slope 0.023
Channel Bottom Width 0.5
Left Side Slope 3
Right Side Slope 3
Low Flow Liner
Retardence Class D 2-6 in
Vegetation Type Bunch Type
Vegetation Density Fair 50-64%
Soil Type Sandy Loam(GM)
S75
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
S75 Unvegetated Straight 4.99 cfs 3.3 ft/s 0.63 ft 0.033 1.6 lbs/ft2 0.91 lbs/ft2 1.77 STABLE D
Underlying Straight 4.99 cfs 3.3 ft/s 0.63 ft 0.033 1.51 Ibs/ft2 0.48 Ibs/ft2 3.14 STABLE D
Substrate
Unreinforced Vegetation
Normal Permissible Calculated Safety Staple
Phase Reach Discharge Velocity Mannings N Remarks
Depth Shear Stress Shear Stress Factor Pattern
Unreinforced Straight 4.99 cfs 2.83 ft/s 0.69 ft 0.041 4 lbs/ft2 0.99 lbs/ft2 4.05 STABLE --
Vegetation
Underlying Straight 4.99 cfs 2.83 ft/s 0.69 ft 0.041 1.22 lbs/ft2 0.52 lbs/ft2 2.33 STABLE --
Substrate

NORTH North American Green
AMERICAN 5401 St. Wendel-Cynthiana Rd.
Poseyville, Indiana 47633
GREEN Tel. [phone]
>Fax [phone]
www.nagreen.com
ECMDS v7.0
SLOPE ANALYSIS
>>>ROAD B CUL-DE-SAC SLOPE
Country United States
State/Region North Carolina
City Fayetteville
Annual R Factor 300.00
Adjusted R Factor 255.00
Total Slope Length 20
Protection Type Permanent
Protection Period 9
Beginning Month May
Slope Gradient(H:1) 2
Soil Type Sandy Loam
K Factor 0.19
Reach 1
Start: Oft End: 20 ft
Vegetation Type: 50-64%
Material ASL bare ASL mat MSL bare MSL mat Soil Loss SF Remarks Staple/App
Tolerance Rate
P300 0.6 in 0.0 in 1.1 in 0.0 in 0.25 in >10 STABLE D
P300 1.1 in 0.0 in 1.7 in 0.0 in 0.03 in 3.008 STABLE D
Reinf. Veg