SW6220806_Design Calculations_20221128 (14)

1838 — McMillan Manor Subdivision
EC Matting Calculations
Ditch #1
■ 1 r;ir American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
E r,e Specifications Options Help
ENGLISH. USER 5/31/2022 04:0 PPM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow lVelocity [lps1j
Period hrs
Area (sq.k]
Hydra ulic Norma{
Radius ft De th It
2.1
0.1 1.42
1.46
0.33 0.62
LINER RESULTS
Unreinforced Vegetation (n=0.040)
S = 0.0064
1 L Bottom J 1
3.0 Width =0.50ft 3,0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
%75%
3.33
025
13.48
STABLE
Soil
Sandy Loam
9.035
0.023
1.55
STABLE
Ditch #2
LINorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File specifications Options Help
ENGLISH. JUSER I 5/31/2022 04.13 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period hrs
Velocity (fps)
Area (sq.(t)
Hydraulic
Radius fl
Normal
De th fl
7.5
0.2
1.96
3.82
0.54
1.05
LINER RESULTS
Unreinforced
S�.0064
1 L Bottom J 1
3.0 Width = 0.50 it 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(Psf)
Safely Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
150-75%1
3.33
0.42
7.95
STABLE
Soil
Sandy Loam
0.035
0.038
0.92
UNSTABLE

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. QUICK 5131/2022 0414PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq-ft)
Hydra"ic
Radius ft
Normal
D Ih It
5
0.2
1 1.89
1 3.37
1 0.55
1.07
LINER RESULTS
WPI
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psf)
Salety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.43
3-63
STABLE
Staple D
Ditch #3
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER 5131/2022 04:17PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (Ips)
Area (sq.ft)
Hydraulic
Radius II
Normal
De th II
0.6
0.1
1 1.21
1 1.32
1 0.31
0.58
LINER RESULTS
Unreinforced
1 � Bottom �J 1
3.0 Width =0.50it 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(Psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
I D
I Bunch
50.75%
3.33
0.18
18.25
STABLE
Soil
Sandy Loam
0.035
0.017
210
STABLE

Ditch #4
North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form
File Specifications Options Help
ENGUSH. IUSER I 5/3172022 04:18PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period his
Velocity (fps(
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth It
10.5
0.1
1.94
1 5.40
1 0.64
1.26
LIFTER RESULTS
Unreinlorced
S = 0.0050
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Matting Type
Reach
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight Unreinlorced
Vegetation
I
D
Bunch
SO.75%
3.33
0.39
6.47
STABLE
Soil
Sandy Loam
0.035
0.036
1198
UNSTABLE
■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IQUICK I 5/31/2022 04:17PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period this)Radius
Velocity (fps)
Area (sq.ft)
Hydraulic
ft
Normal
De th It
10.5
0.1
2.01
5.22
0.63
1.24
LINER RESULTS
S75 (n=0.U38)
30 Width 0.50ft 30
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.39
4,01
STABLE
Staple D

Ditch #5
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Veleciry (fpsf
Area (sq.RJ
Hydraulic
Radius It
Normal
De th 11
�2.0
0.1
1 1.81
1 1.55
0.34
1 0.64
LINER RESULTS
Unreinforced
S
1 L Bottom J 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3,33
G40
8.35
STABLE
Soil
Sandy Loam
0.035
0.036
0.96
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
IENGLISH. IQUICK 1 15/31Y2022 0422PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period [his)Radius
Velocity (fps)
Area (sq.ft)
I Hydraulic
It
NX
Depth
2.8
0.1
1.52
1.84
0.37
LINER RESULTS
3 0 Width = 0 50 It 3 0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(pst)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type Density
Straight
S75
Unvegetated
1.55
0.44
3.53
STABLE
Staple D

Ditch #6
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form `
File Specifications Options Help
ENGLISH. USER I 5/31/2022 04:25 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius II
Normal
De th II
9.1
0.2
1 2.13
1 4.27
1 0.57
1.11
LINER RESULTS
Unreinforced
S = 0.0070
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.49
6.65
STABLE
Soil
Sandy Loam
0.035
0.044
0.79
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IQUICK 5/31/2022 0426 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period hrs
lVelocity (fps)
Area (sq.ft)
Hydraulic Normal
Radius it Depth it
�.1
0.2
2.09
4.34
0.57 1.12
LINER RESULTS
3 With 0,50 ft 0
Not to Scale
Matting Type
Vegetation Characteristics
Reach
Stability Analysis
Permissible Calculated
Safety Factor
Remarks
Staple Pattern
Phase Class Type Density Shear Stress Shear Stress
(psi) (PsfI
Straight
S75
Unvegetaled
1.55 0.49
3.16
STABLE
Staple D

Ditch #7
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
NGLISH. USER 513112022 04:2 PPM I
at4 4 `041 * ca �',�14�F .�7A w .aa9�r- ,�, m'.< 4 + ,q,5x:?+ 4,�ue'_, i$'
HYDRAULIC RESULTS
Unreinforced Vegetation (n=0.0401
Discharge
cts
Peak Flow
Period hus
Velocity (fps(
Area (sq.ftJ
Hydraulic
Radius It
Normal
De th(It
11.4
0.2
1 2.57
1 4.43
1 0.58
1.13
LINER RESULTS
S = 0.01 DO
1 L Bottom 1
3.0 Width = 0.50 R 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Sheat Stress
(Psf(
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class Type
Density
Straight
Unreinforced
Vegetation
D I Bunch
50.75%
3.33
0.71
4.70
STABLE
Soil
Sandy Loam
0.035
0.065
0.54
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IQUICK I 5/31/2022 04:28PM
HYDRAULIC RESULTS
Discharge
cfs
101.4
Peak Flow
Period hrs
Velocty (fps)
Area (sq.ft)
Hydraulic
Hadius ft
Normal
De th It
0.2
2.55
4.47
0.58
1.14
LIMIER RESULTS
S75
5=Q0100
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.71
2.18
STABLE
Staple D

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 612/2022 1244 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydrau
RadiusItDepth
Normal
ft
11,4
0.2
1.30
8.61
0.81q1.63
LINER RESULTS
Rock Riprap fn=0.1
1 L Bottom J 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Rock Riprap
Unvegelated
an
1.02
3.27
STABLE
1 Oin
Ditch #8
kjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
,ENGLISH. USER 5131 22022 0433 PM
HYDRAULIC RESULTS
Lischdfge Peak Flow
cfs Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius fl
Normal
De th ft
1.1 0.1
1.10
1 1.00
1 6.27
0.50
i LINER RESULTS
I
i
Unreinforced
1L
3.0
S = 0.005D
�1
Bottom
Width = 0.50 It 3.0
Not to Scale
Mattin

Ditch #9
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH.
USER
5l3112022 0434 PM
i&?'�n.-
I HYMAULIC
RESULTS
Discharge
Peak Flow
Velocity (fps)
Area (sq.Ft)
Hydraul
Unreinforced Vegetation (n=0.040) �
w
= '
1
L Bottom
3.0 Width = 0.50 It 3.0
1
cfs
Period (his)
ic
Radius ft
Normal
Depth It
13.8
0.1
2.08
6.63
0.71
1.41
Y.%
LINER RESULTS
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Phase
Glass
Type
Density
Straight
Unreinfarced
Vegetation
D
Bunch
50.75%
3.33
0.44
7.60
STABLE
Soil
Sandy Loam
0.035
0.040
0.87
UNSTABLE
North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. QUICK 5/3112022 0435 PM
FiYQRAULiC RESULTS
Discharge Peak Flow
cfs Period hrs
Velocity (Ipsj
Area (sq.ft)
Hydraulic
Radius It
Normal
De th It
138 0.1
2.26
6.10
0.68
1.35
LINER RESULTS
575
S�
1 L Bottom J 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stabi6tyAnalysis
Vegetation Characteristics
Permissible
Shear Stress
(psfj
Calculated
Shear Stress
(psFj
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.42
3.69
STABLE
Staple D

Ditch #10
J1North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
:ENGLISH. USER 5l31/2022 04:38PM
HYDRAULIC RESULTS
Discharge Peak Flow
cis Period hrs
Velocity (lips)
Area (sq.ft)
Hydraulic
Radius It
Normal
De th It
2.1 0.1
1.68
1.25
0.31
0.57
LINER RESULTS
U
0 0 Widtht= 0 50 It 3.0
Not to Scate
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3,33
0.35
9.42
STABLE
Soil
Sandy Loam
0.035
0.032
1.06
STABLE
Ditch #11
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH, USER 5/31/2022 04:39 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period hrs
Velocity (Ips)
Area (sq.ft)
Hydraulic
Radius It
Normal
Depth ft
4.0
0.1
1.53
2.62
0.44
0.85
LINER RESULTS
30 Width=050ft 30
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
18unch
50-75%
3.33
0,27
1249
STABLE
Soil
Sandy Loam
0.035
0.024
1A4
STABLE

Ditch #12
LlNorth American Green ECMDS Version 43 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. 1USEn 5/31/2022 0445 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.lt)
Hydraulic
Radius ft
Norma!
De th It
5.7
0.1
1 1.67
1 3.41
1 0.51
0.99
LINER RESULTS
Unreinforced
S = 0.0050
1 L
1
Bottom
J
3.0
Width = 0.50 It
3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
I D
I Bunch
50-75 %
3.33
0.31
10.82
STABLE
Soil
Sandy Loam
0.035
0.028
1.25
STABLE
Ditch #13
0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
IENGLISH. USER
5131/2022 448 PM
h
v. t
."{fez ,t<• Lr`
,JIL,
�i.-kz
HYDRAULIC RESULTS
Discharge Peak Flow
Velocity (fps)
Area (sq.It)
Hydraulic
Normal
Unreinforced Vegetation (n=0.040)
>�
cfs Period hrs
Radius(ftj
De th fl
6.7 0.1
1 1.44
1 4.67 1
0.59
1.177
`\
S = 0.0030
'""
LINER RESULTS
1 L Bottom J 1
3.0 Width = 0.50 R 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psf)
Calculated
Shear Stress
(psi)Straight
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type Density
Unreinforced
Vegetation
D
I Bunch 50.757
3,33
0,22
15.24
STABLE
Soil
Sandy Loam
0.035
0.020
1.76
STABLE

Ditch #14
r North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSEA I 5/31/2022 04-50PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period his
Velocity (fps]
Area (sq.ftJ
Hydraulic
Radius ft
Norml
Depth'(II
2.3
0.1
2.31
0.99
0.27
0.50
LINER RESULTS
Unreinforced Veaetation fn=0.0401
3 Widtthtto0 50 It 3.0
Not to Scale
Reach
Matting Type
StabiGkyAnalysis
Vegetation Characteristics
Permissible
Shear Stress
(PSI)
Calculated
Shear Stress
(PSQ
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0,66
4.67
STABLE
Soil
Sandy Loam
0.035
0.062
0.56
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IQUICK 513i/2022 04:51 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (IpsJ
Area (sq.ft)
Hydraulic
Radius It
Normal
Depth ft
V.3
0.1
1.813
1 1.24
0.30
0.56
LINER RESULTS
S75
5 = 0.0220
1 L Bottom �J 1
3.0 Width = 0.50 It 30
Not to Scale
Peach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(PSI)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.77
2-00
STABLE
Staple D

Ditch #15
LlNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER 5/31/2022 04:53PM
HYDRAULIC RESULTS
Discharge
ofs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth It
4.7
0.1
2.52
1 1.87
1 0.37
0.71
LINER RESULTS
Unreinforced
1 L Bottom J 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Slress
(psi)
Calculated
Shear Stress
(psfl
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.751
3.33
0.75
4,42
STABLE
Soil
Sandy Loam
0.035
0.069
0.51
UNSTABLE
hjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
NGLISH. IQUICK 5/3112022 04:54PMF—
_ i
HYDRAULIC RESULTS
Discharge Peal: flow Velocity (fps) Area (sq.ftJ Hydraulic PJarraal
ofs Period his Radius ft D th ft
4.7 0.1 1 2.17 1 2.17 1 0.40 1 0.77
LINER RESULTS
3 0 Width � 0 50 It 3 4
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Sties*
(Psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type Density
Straight
S75
Unvegetaled
1-55
0.82
1.89
STABLE
Staple D
I
sr2"

Ditch #16
■ 1 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSEA I 672l2022 11:01 AM
HYDRAULIC RESULTS
Discharge
cfs
jPeakFIow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius It
Normal
De th It
0.6
1 0.1
1.35
0.44
1 0.18
0.31
LINER RESULTS
Unreinforced Vegetation (n=0.040)
Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75¢
3,33
0,25
13.23
STABLE
Soil
Sandy Loam
0,035
0.023
1.52
STABLE
Ditch #17
LlNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Spec cations Options Help
ENGLISH. USER 6/272022 1102AM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flaw Velocity (Ips)
Period hrs
Area (sq.ft)
Hydraulic
Radius fl
Normal
Depth fi
0.5
0.1 1.36
0.37
0.16
0.28
LIVER RESULTS
Unreinforced
S = 0.0150
i
1 Bottom J 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
5047E
3.33
0.26
1287
STABLE
Soil
Sandy Loam
0.035
0.024
1.48
STABLE

Ditch #18
■ 1 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 6/2/2022 1:02AM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period hrs
Velocity (fpsj
Area (sq.ft)
Hydraulic
Radius II
Normal
De th It
0.4
0.1
1.20
0.31
0.15
0.25
LINER RESULTS
Unreinforced
S = 0.0150
1 L Bottom J 1
3,0 Width =0.50It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.23
14.26
STABLE
Soil
Sandy Loam
0.035
0.021
1.64
STABLE
Ditch #19
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER I 6/2/2022 11:03AM
HYDRAULIC RESULTS
Discharge Peak Flow Velocity (Ips] Area (sq.ft) Hydn3ulic Normal Unreinforced Vegetation (n=0.040)
cfs Period hrs Radius ft De th It
0.8 0.1 1 1.32 0.61 0.21 0.37
S = 0.0100
1 L Bottom J 1
3.0 Width = 0.50 It 3.0
LINER RESULTS
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psl)
Calculated
Shear Stress
(Ps0
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.751.
3.33
0.23
14.27
STABLE
Soil
Sandy Loam
0.035
0,021
1.64
STABLE

Ditch #20
LINorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER I 6l212022 11:03AM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity(fps)
Area (sq.ft)
Hydraulic
Radiuslt
Normal
Depth ft
0.8
0.1
1.31
0.59
0.21
0.37
LINER RESULTS
U nreintorced Vegetation (n=0.040)
L 0 Width
50 ft 3
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psl)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Phase Class
Type
Density
Straight
Urneinlorced
Vegetation
D
1 Bunch
50.75%
3.33
0.23
14.52
STABLE
Soil
Sandy Loam
0.035
0.021
1.67
STABLE
Ditch #21
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER I 6/2/2022
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period his
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius f!
Normal
De th f!
0.5
0.1
1.84
0.81
0.25
0.44
LINER RESULTS
Unreinforced Vegetation
S = 0.0160
1 L Bottom J 1
3.0 Width = 0.50 it 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
150.75%1
3.33
0.44
7.51
STABLE
Soil
Sandy Loam
0.035
U040
0.87
UNSTABLE

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
,ENGLISH. (jU[CK 612i2d22 11:07AM
HYDRAULIC RESULTS
Discharge
jPeakFlow
Period hrs
Velocity (lps)
Area (sq.It)
Hydraulic
Radiusfill
Normal
De th ft
1.5
0.1
1 1.46
1 1.03
1 0.28
0.51
LINER RESULTS
3 Width = Bottom 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetaled
1.55
0,51
3.05
STABLE
Staple D
Ditch #22
Ll North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 612i2022 12:04 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius It
Normal
Depth (it)
2.4
0.1
2.08
1.16
0.29
0.54
LINER RESULTS
Unreinforced
S = O.Oi 60
1 L Bottom i
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
tdatting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
17D
lass
Type
Density
Straight
Unreinforced
Vegetation
Bunch
50-75 ¢
3.33
0.54
6.14
STABLE
Soil
Sandy Loam
0.035
0.049
0.71
UNSTABLE

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGUSH. IQUICK
Fvz,2= 2:05 PM ;
0 � �M1 t 5 4 � rW f5 ,� i L� d,i !F .!0. .K�1 ��:' �
d�1.� i h
�1 .� � Y''�,
yy _�5�5 i-}�'�:��'.
{� � M1^ .C^\ q 1\- � ,.y�'. k lY. .r�\ J :N�' ..fyl �L ,ti � .�fr5 l
`•!Y•;+
HYDRAULIC RESULTS
Discharge
Peak Flow
Velocity (Ips]
Area [sq.ft]
Hydra
S 75 (n=0.053)
S
y:
Y
cfs
Period Ms
ulic
Radius ft
Norma!
De th ft
V.4
0.1
1.69
1.42
0.33
tl.61
RESULTS
Not
1 L Bottom J 1
3.0 Width = 0.50 It 3.0
LINER
to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
575
Unvegetated
1.55
0.61
2.55
STABLE
Staple D
Ditch #23
North American Green ECMDS Version 4.3 _Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH, USER fi/2/2022 1207 PM
HYDRAULIC RESULTS
t r Unreinforced Vegetation (n=0.00.0)
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps]
Area (sq.Ft)
Hydraulic
Radiusft
Normal
De th ft
P.9
0.1
1.41
2.06
0.39
0.75
RESULTS
S = 0.0050
LINER
1 L Bollom � 1
3,0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
IPsll
Calculated
Shear Stress
(pot)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinlarced
Vegetation
D
Bunch
50-75 %
3.33
0.23
14.25
STABLE
Sail
Sandy Loam
0.035
0.021
1.64
STABLE
��-Ala�.f`.M'�IF::;t?;.PL��f.��Y"_��`

Ditch #24
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 6/2l2022 12:07PNi
r
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps(
Area (sq.ft)
Hydraulic
Radius It
Normal
D th ft
6.1
0.1
1.70
3.59
0.52
1.01
LINTER RESULTS
Unreinforced Vegetation (n=0.040)
S = 0.0050
1 IL Bottom J 1
3.0 Width = 0.50 ft 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
I D
Bunch
50.75-0
3,33
0.32
10.52
STABLE
Soil
Sandy Loam
0.035
0.029
1.21
STABLE
Ditch #25
SNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER I 6/2/2022 12:08 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.it)
Hydraulic
Radius fl
Normal
De th ft
1.7
0.1
1 2.49
1 0.68
0.22
0.40
LINER RESULTS
Unreinforced Vegetation (n=0.040)
S = 0.0330
1 L Bolton J 1
3.0 Width - 0,50 R 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(ps0
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
0
I Bunch
50.75a
3.33
0.82
4.04
STABLE
Soil
Sandy Loam
0.035
0.075
0.46
UNSTABLE

■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IQUICK U 2022 12:09 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (Ips)
Area (sq.ft)
Hydraulic
Radius II
Normal
De th It
1.7
0.1
1.97
1 0.86
0.25
1 0.46
LINER RESULTS
S75(n=0.055►
L— Bottom 1
3.0 Width = 0.50 ft 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
[psf)
Calculated
Shear Stress
(psfJ
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.95
1.64
STABLE
Staple D
Ditch #26
J1North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH JUSER 6/2/2022 12:10PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydrau
RadiusDepth
Normal
R
1.3
0.7
2.33
0.56
0.20q0.36
LINER RESULTS
Unreinlorced Vegetation [n=0.040}
L—. Bottom
3.0 Width - 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
9 lability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psfJ
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.754
3.33
0.73
4.54
STABLE
Soil
Sandy Loam
0.035
0.067
0.52
UNSTABLE

0 North American Green ECM❑5 Version 4.3 - Channel Pratectic n Design, Output Farm
File Specifications Options Help
HGLISH.]QUICK /M 1211 PM
HYDRAULIC
RESULTS
Peak Flaw
Velacty Ifpsj Area Isq.ft]
❑ischarge
Hydtaulic
Normal
[cfs]
Periods)
Radius[ft]
Depth [Rl
1.3
0.1
1.84
071
0.23
0.41
575 (rF0.05ra]
S = 0. 0330
1 L Bottom 1
3.0 Width -0.50R 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Sheat Stress
jpsf]
Calculated
Sheat Stress
(psf]
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.84
1.84
STABLE
staple D
Ditch #27
North American Green ECMDS Version 4.3 - Channel Pratectien Design, Output Faun
File Specifications Options Help
ENGLISH. JUSER 67212m22 12:11 PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period s
Velo6ty (fps)
Area (sq.ft]
Hydrr4c
Rad.f1
Normal
❑ apth ptl
CS
I a
1 1.07
1 QM
0.20
0.X
LINER RESULTS
Unreinforced Vegetation (n-11
S=RUM
1 \ '/ 1
BBatc
Wdth' .50 R
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Perry„ Me
Shear Sttess
Calculated
Shear Stress
Sab*Factar
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinlorced
Vegetation
❑
Bunch
150,75%
3.33
U.16
21.40
STABLE
Soil
Sandy Loam
0.035
0.014
Z46
STABLE

Ditch #28
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
Fite Specifications Options Help
ENGLISH. JUSER 612M22 12:13 PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period (Ins)
Velocity (fps)
Area (sq.ft)
Hydraulic
Radiusft
Normal
ONth ft
0.4
0.1
0.97
041
0.17
0.30
LINER RESULTS
Unreinforced
5
1 L Bottom 1
3.0 Wid1h=0.50It 3.0
Not to Scale
Matting Type
Reach
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Psl)
Calculated
Shear Stress
(psfl
Safety Factor
Remarks
[71)
ass
Type
Density
Straight Unreinforced
Vegetation
Bunch
50.75 0
3.33
0.13
25.66
STABLE
Soil
Sandy Loam
0.035
0.012
2.96
STABLE
�' o � . . � s � r .�r • � 4 .. N . .r r kry `� n � •:✓ A .., n . , � - • � • ,- ti . ' ♦ h �
Ditch #29
0 American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 61212G22 1214 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps(
Area (sq.ft)
Hydrau
RadiusD
Normal
th It
17.7
0.1
1.57
11.26
0.92q
1.86
LINER RESULTS
Unreinforced
S�
I1
Bottom —f
Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(pst)
Safety Factor
Remarks
Staple Pattern
17D
lass
Type
Density
Straight
Unreinforced
Vegetation
Bunch
50.75 %
3.33
0.23
14.38
STABLE
Soil
Sandy Loam
0.035
0.021
1.66
STABLE

Ditch #30
FWN.,th American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 6/2/2022 12:15 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radiuslt
Normal
De kh It
0.0
0.1
1 1.91
0.42
0.17
0.30
LINER RESULTS
Unreinforced
S = 0.0270
Bottom J 1
Width =0,50R 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class Type
Density
Straight
Unreinforced
Vegetation
D I Burch
50.75%
3,33
R50
6.60
STABLE
Soil
Sandy Loam
0 D35
0.046
0.76
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
GUSH.
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
I Hydraulic
Radius It
Normal
Depth It
p.8
0.1
1 1.51
1 0.53
1 0.20
0.35
LINER RESULTS
22:15 PM
1�
3.0
S75
Bottom
Width = 0.50 It
I1
3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unwegetated
1.55
0.58
2.66
STABLE
Staple D
a-

Ditch #31
J1North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER I 6 2/2022 12:17PM
HYDRAULIC RESULTS
Discharge Peak Flow Velocity (fps) Area (sq.ft] Hydraulic Normal
cfs Period hrs Radius It Depth ft
0.4 0.1 1.60 0.25 0.13 1 0.22
LINER RESULTS
Unreinforced Vegetation (n=0.040)�
!h.
S = 0.0270'`'
1 3.0 Widfi 0 50 k' 3-
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(PSI)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinlorced
Vegetation
D
I Bunch
50.75%
3.33
0,37
SIA9
STABLE
Soil
Sandy Loam
0.035
0.033
1,05
STABLE
Ditch #32
Ll North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 6/02t022 12:1 PPM
HYDRAULIC RESULTS
Discharge Peak. Flaw Velocity (Ips] Area (sq.ft) Hydraulic Normal Unreinforced Vegetation (n=0.040)
cfs Period hrs Radius ft Depth ft
8.1 0.1 1 1.82 1 4.44 1 0.58 1.14
S = aM50
LINER RESULTS
1 L Bottom 1
3.0 Width = 0.501t 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(PSI)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
PTO
lass
Type
Density
Shaight
Unreinlorced
Vegetation
Bunch
50.75 0
3.33
0.35
9.39
STABLE
Soil
Sandy Loam
0.035
0.032
1.08
STABLE

Ditch #33
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER 6/2/2022 1219 PM F
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
lVelocity (Ips)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth (it)
3.3
0.1
146
2.27
0.41
0.79
LINER RESULTS
30 Width Bottom
30
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(PSI)
Calculated
Shear S€ress
(Psll
Safety Factor
Remarks
Staple Pattern
lass
j7D
Type
Density
Straight
Unreinforced
Vegetation
Bunch
50.75%
3.33
0.25
13.51
STABLE
Soil
Sandy Loam
0.035
0,022
1.56
STABLE
Ditch #34
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER 6/2/2022 12:26 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ftj
Hydraulic
Radius li
Normal
De kh I!
3.7
0.1
1 1.50
1 2.47
1 0.43
1 0.83
LINER RESULTS
Unreinforced
S = 0.0050
1 L Bottom J 1
3.0 Width = 0 50 it 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
ShearStress
(PSI)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
1 Bunch
50.75%
3.33
0.26
12.89
STABLE
Soil
Sandy Loam
0.035
0.024
1.48
STABLE

Ditch #35
ENorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER /22120 2 F1-6—PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (Ipsj
Area (sq.ft)
Hydraulic
Radius It
Normal
De th It
1.2
0.1
1.12
1.04
0.28
0.51
LINER RESULTS
Unreinforced
S = 0.0050
L--�1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
S lability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
SafetyFaclor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straght
Unreinforced
Vegetation
D
Bunch
50.753.7
3,33
0.16
20.91
STABLE
Soil
Sandy Loam
0.035
0.015
2.41
STABLE
Ditch #36
■ 7 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER 1 1612?2022 12:27PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.lt)
Hydraulic
Radius ft
Normal
Depth It
j1.1
0.1
1 1.53
1 0.-n
1 0.23
0.41
LINER RESULTS
Unreinforced
5=0.0120
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Urneinforced
Vegetation
D
Bunch
50.75%
3.33
0.31
10.77
STABLE
Soil
Sandy Loam
0035
0.028
1.24
STABLE

Ditch #37
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
NGLISH.[USER I 6/2/2022 12:29 PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period hrs
Velocily Rps1
Area (".It)
Hydraukc
Radice Ft
Normal
b epthR
0.7
0.1
1.36
0.51
0.19
Q34
LAVER RESULTS
Unreinforced Vegetation In-0.0401
S
1 �S
Bottom
0 Width - 0.50 It 3.0
Not to Scale
Reach
Mattkv Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Perrressible
Shear Stress
(pstl
CalCL�ated
Shear Stress
Ipst)
Safety Factor
Remarks
Phase
Class
Type
Density
Straio
Unreinforced
Vegetation
❑
I Bunch
50.75%
3.33
0.25
13.14
STABLE
Soil
Sang Loam
0.035
R023
1.51
STABLE
Ditch #38
kjNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSEIR 1 J6Y212022 12:33PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
D th It
8.9
1 0.2
1 2.42
1 3.68
1 0.53
1.03
LINER RESULTS
Unreinforced
S = 0.0100
1 L Bottom J 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75
3.33
0.64
5.20
STABLE
Soil
Sandy Loam
0.035
0.058
0.60
UNSTABLE

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
HYDRAULIC RESULTS
Discharge
(cfsl
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
I Hydraulic
Radius fl
Normal
Depth ft
0.9
0.2
1
1 2.31
1 3.85
1 0.54
1.05
LINER RESULTS
6l2l2022 12:33 PM
L_ Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
fPsf)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0,86
Z36
STABLE
Staple D
0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 672/2022 12:42Pm
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow Velocity (fps)
Period hrs
Area (sq.ft)
Hydraulic
Radius It
Normal
D th ft
0.9
1 0.2 j 1.22
7.31
0.74
1.48
LINER RESULTS
Rock Riprap (n=0.100)
4k1
S = 0.0100
1
1 L
Batton J
3.0 Width - 0.50 R 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
fpsf)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type Density
Straight
Rock Riprap
Unvegetated
3.33
0.92
3.61
STABLE
1 Oin
i JI. �^"" /�•fa'.:AFiJP lit'ty: �ira.a• 1r�ta.".:.1Yii��tf . Sw"'.,ils�.�4"-nLli�¢,�w:� ..1fWII�. YI.,� Mt. 4G:.YTA! �It.[� ..iLWT I1k.•SN'.�.#��aM'.yi',�',�.:.

Ditch #39
J1 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
iENGLISH. JUSER 0212022 12:5 PPM
HYDRAULIC RESULTS
Unreinforced Vegetation 1n=0.040)
Discharge
cfs
I Peak Flow
Period hrs
lVelocity (Ips)
Area (sq.ft)
Hydraulic
Radius ltj
Normal
Depth It
1.3
1 0.1
1 1.15
1 1.13
1 0.29
1 0.54
I LINER RESULTS
r r
S = 0.0050
1 L Bottom 1...,.
3.0 Width =0.50It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
S tability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(PSI)
Calculated
Shear Stress
(PSH
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75 0
3.33
0.17
19.92
STABLE
Soil
Sandy Loam
0.035
0.015
2.29
STABLE
Ditch #40
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
Fife Specifications Options Help
NGLISH. 1USER I 6/2/2022 12:50 PM
HYDRAULIC RESULTS
Discharge Peak Flow Velocity (Ips) Area (sq.ft) Hydraulic Normal
cfs Period hrs Radius fl De th II
0.1 1 0.1 1 1.10 1 1.00 1 0.27 0.50
LINER RESULTS
Bottom 1
3.0 Width =0.50It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
S tability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
0
Bunch
50.75 a
3.33
0.16
21.39
STABLE
Soil
Sandy Loam
0.035
0.014
2.46
STABLE
FF:

Ditch #41
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
Pile Specifications Options Help
:NGLISH. USER 6/2/2022 12:52 PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
De th It
j2.6
0.1
2.65
0.98
0.27
0.49
LINER RESULTS
Unreinforced
S = 0.0290
1 L Bottom J 1
3.0 Width = 0.50It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(P$f)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.755.1
3.33
0.90
a72
STABLE
Soil
Sandy Loam
0.035
0.002
0.43
UNSTABLE
f0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IQUICK 6/2/2022 F2:52 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps(
Area (sq.ft)
Hydraulic
Radius It
Normal
De th Normal,
2.6
0.1
2.13
1.22
0.30
0.56
LINER RESULTS
S 75
3 0 Width = D 50 It
30
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
t55
1,01
1.53
STABLE
Staple D

Ditch #42
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
I,, NGLISH JUSER 16/212022 12:54PM
HYDRAULIC RESULTS
Discharge Peak Flow Velocity (fps( Area (sq lt) Hydraulic Normal Unreinforced Vegetation Iri=n 0401
cfs Period hrs Radius It D th It
P.5 0.1 2 65 0.94 0.26 0.40
S = 0, 0300 j
1 L Bottom 1
3.0 Width =0.50it 3.0
LINER RESULTS Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear stress
(psf)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75 o-
3.33
0.90
3.66
1 STABLE
Soil
Sandy Loam
0.035
0.083
1142
1 UNSTABLE
0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGusH. IQUICK U212022 12:54 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
lVelocity, (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth(it]
1
�.5
0.1
1 2.12
1 1.10
0.30
0.55
LINER RESULTS
L- Bottom —.�
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase Class
Type
Density
Straight
S75
Unvegetated
1.55
1.03
1,51
STABLE
Staple D

Ditch #43
11 North American Green ECMDS Version 4.3 _ Channel Protection Design, Output Form
File Specifications Options Help
ENGUSH. USER 6/212022 12: PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period hrs
lVelocity (fps)
Area (sq.ft)
Hydraulic
Radius It
Normal
De th It
4.7
0.1
1.59
1 2.95
1 0.47
0.91
LINER RESULTS
Unreinforced
S = 0.0050
1 L Bottom 1
3.0 Width - 0.50 k 3.0 "
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated Safety Factor
Shear Stress
(Pso
Remarks
171)
lass
Type
Density
Straight
Unreinforced
Vegetation
Bunch
50-759
3.33
0.28 11.69
STABLE
Soil
Sandy Loam
0.035
0.026 1.35
STABLE
Ditch #44
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 6/2/2022 f12:57PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (Ips)
Area (sq.ft)
Hydraulic
Radius It
Normal
Depth It
4.6
0.1
1.53
2.09
0.47
0.90
LINER RESULTS
Unreinforced
S = 0.0050
1 L Botlom 1
3.0 Width =0.50It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
ShearStress
(psi)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.28
11.83
STABLE
Soil
Sandy Loam
0.035
0.026
1.36
STABLE

Ditch #45
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
:NGLISH. JUSER 1 16/2/2022 12:58 FMA
HYDRAULIC RESULTS
Di_charge Peak Flow Velocity[lps) Area(sq.ft) Hydraulic Normal
cfs Period hrs Radiusft Depth(II
p.3 0.1 1 1.54 1 0.20 1 0.12 0.18
LINER RESULTS
Unreinforced
S = 0.0300
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
1 Bunch
50.75%
3.33
0.35
9.62
STABLE
Soil
Sandy Loam
0.035
0.032
1.11
STABLE
Ditch #46
hlNorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. (USER 6/2/2022 12:58PM
HYDRAULIC RESULTS
Discharge
cf;LP
Peak Flow
eriod hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius fl
Normal
D th ft
p.
0.1
1 1.93
1 0.37
0.16
0.20
LINER RESULTS
Lr. Bottom 1
3.0 Width =0.50It 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(Pst)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75%
3.33
0,52
1142
STABLE
Soil
Sandy Loam
0.035
0.047
0.74
UNSTABLE

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form A __
File Specifications Options Help
ENGLISH. QUICK G/2l2022 12:58 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius It
Normal
Depth (it)
0.7
0.1
1.51
0.46
0.18
0.32
LINER RESULTS
L— Bottom 1
3.0 Width =0.50it 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetated
155
0.60
260
STABLE
Staple D
Ditch #47
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER I 6J2i2022 01:0 PPM
HYDRAULIC RESULTS
Unreinforced Vegetation (n=0.040)
Discharge
cfs
I Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
I Normal
D th II
18.6
1 0.2
1 1.85
10.04
0.07
1 1.75
LINER RLSULTS
S = 0.0030
1 L Bottom J 1
3.0 Width - 0.50 it 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Shess
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unfeinlorced
Vegetation
D
Bunch
50.75 %
3.33
0.33
10.18
STABLE
Soil
Sandy Loam
0.035
0.030
1.17
STABLE

Ditch #48
North American Green ECM D5 Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. ILISEA 6/272022 01:0 PPM
HYDRAULIC
RESULTS
ratify [fps] Area Isq.kJ
'
Discharge
Icfs)
I Period (ins]
I
fVr
R�us(ic
D Rl
16.8
0.2
2.73
7.68
Q.7ti
1.52
L1NEF3 RESULTS
Lf Width . 0. 50 it
Not to Scale
Reach
Matting Type
Staple Patten)
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
[Psfl
Camiiated
Shear Stress
IPsf)
Safety Factor
Remarks
Phase
Gass
Type
Density
Straight
Unreinfwced
Vegetation
D
I Bunch
50.75%
3.33
0.47
7.93
STABLE
Shc
Sandy Loam
0.035
0043
0.81
UNSTABLE
® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGUSH. IQUICK j 6 02022 01:03 PM
HYDRAULIC RESULTS
Discharge
cfs
I Peak Flow
Period his
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
De th It
16.8
1 0.2
1 2.47
1 6.80
1 0.72
1.42
LINER RESULTS
S75
So'
0050
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(PSI)
Calculated
Shear Stress
(PSI)
Safely Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Shaight
S75
Unvegelated
1.55
0.44
3.49
STABLE
Staple D

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSEA I 612l2022 01.03 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (Ips) Area (sq.ft)
Hydraulic
Radius It
Normal
De th It
16.8
0.2
1.14 14.70
1.05
2.13
LINER RESULTS
Rock
S = 0, 0050
1 L I 1
Bottom —J
3.0 Width =0.50ft 3.0
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(pso
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Phase
Class
Type
Density
Stfaight
Rack Riprap
Unvegetated
3.33
0.67
5.01
STABLE
10in