SW6220602_Design Calculations (Swales)_20220810

1827 — TARRANT ESTATES
EC Matting Calculations
Ditch #1
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. U5ER 3/2372022 11:13AM
I
Discharge
(ctsl
Peak Ftow
Period Ks
Velocity [fps]
Area [sq.ft)
Hydraulic
Fladias ft
Normal
Depth ft
p.4
0.1
Q 71
0. 57
0.20
0.36
Unreinforced
S b 0.0030
1
Bottom
Width = M50 It
Not to Sale
Reach
Matting Type
StabildyAnalysis
Vegetation Characteristics
Permissible
Shear StressShear
Calculated
Stress(psf) (psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
7,c
Density
Straight
Unreinforced
Vegetation
D
Bu
50.75ti
3.33
0.07
49.53
STABLE
Soil
Sandy Loam
O,035
O.D06
5.70
STABLE
Ditch #2
11 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
Discharge
cfs
Peak Flaw
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radu.rs ft
mal
Dh ft
N132
p.4
0.1
US
0A7
0.19
L(NEFt RESULTS
3/23IM22 11:14 AM
UnreHorced
S � 0.0050
1 LM Bottom
Width1
= 0.50 ft
Hot to Scale
Reach
ivlattirg type
StabiktyAn*sis
Vegetation Characteristics
Permissble
Shear Stress
(PSI)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Bass
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75 a
3.33
0.10
33.30
STABLE
Sod
Sandy Loam
0.035
a009
3.84
STABLE

Ditch #3
0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x
File Specifications Options Help
ENGLISH. JUSER 1 17/7/2022 12:02 PM
fi •
D ischarge
fcfS1
Peak Flow
Period his
Velocity (fps)
Area (sq. It)
Hydraulic
Radius It
Normal
D th ft
[11.2
0.2
1.82
6.16
R68
1 1.43
gwgulw"'m
Unreinforced Vegetation (n=0.040)
3 Width = 0.00 ft
NO to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Pefrrassible
Shear Stress
(PSI)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D I
Bunch
50-75%
3-33
0-36
9.31
STABLE
Sod
Sandy Loam
U35
0.033
1.07
STABLE
Ditch #4
a North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
IENGLISH. USER 3l23a2022 171:1 S AM
HYQRAUL(C RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
0.5
0.1
0.90
0.55
0.20
1 0.35
LINER RESULTS
Unreinforced Vegetation (n=0.040)
3 0 Width 0 50 It 3 0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Perrrrtissible
Shear Stress
(Psf)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75.4
3.33
0.11
30A5
STABLE
5oil
Sandy Loam
0.035
0.010
3.47
STABLE

Ditch #5
N North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
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ENI,LISH. USER 37/23 02022 11:20 AM
Discharge
cf Sl
Peak Flow
Period [hisl
Velocity [fps]
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth It
0.7
0.1
1.36
0.51
0.19
1 0.34
Unreinforced Vegetation [n=0.040)
3 0 Wickh = 0 50 ft 3 0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
[psfI
Calculated
Shear Stress
[psf)
Safety Factor
Remarks
Staple Pattern
Phase
I Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.25
13.14
STABLE
Soil
Sandy Loam
0.035
0.023
1.51
STABLE
Ditch #6
E North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. USER 7T7/2022 12.03 PM
HYDRAULIC RESULTS
Discharge
fcfsl
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius fk
Normal
Q it
0.1
0.1
1.79
9.01
0.82
1 1.73
LINER RESULTS
Unreinforced Vegetation (n=0.040)
3 0 width = Q 00 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
50.75 a
3.33
0.32
10.26
STABLE
Soil
Sandy Loam
0.035
0.030
118
STABLE

Ditch #7
n North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH, IUSER I 7l7I2022 1-4 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity [fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
1
06.3
0.1
1.79
9.10
0.83
1.74
Unreinforced V
❑ X
S = 0.0030
Bottom 1
Width = 0.00 ft 3.0
Not to Scale
Reach
Matting Type
Stabibty Analysis
Vegetation Characteristics
Permissible
Shear Stress
[psf(
Calculated
Shear Stress
[psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75%
3.33
0.33
10.22
STABLE
Sod
Sandy Loam
0.035
0.030
1.18
STABLE
Ditch #8
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENG LISH. USER 3l23a2022 11:25 AM
a 11
Discharge
cfs
Peak Flow
Period(his)
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
1
Normal
Depth ft
0.7
0.1
0.98
0.71
0.23
1 0.41
LINER RESULTS
Unreinforced V
1L
3.0
S = 0.0050
Bottom ,
Width = 0.50 ft 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50-75%
3.33
0.13
26.00
STABLE
5ail
Sandy Loam
0.035
0.012
2.99
STABLE

Ditch #9
M North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 77712022 12:06 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity [fps]
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
Z.8
0.1
1 1.40
1 2.00
1 0.39
0.82
Unreinforced Vegetation (n=0.040)
3Q Width=000ft 30
Not to Scab
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75%
3.33
0.25
13.06
STABLE
Soil
Sandy Loam
0.035
0.023
1.50
STABLE
Ditch #10
11 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 7I7l2022 12:06 PM
Discharge
(cis]
Peak Flow
Period(his]
Velocity (fps)
Area (sg.ft)
Hydraulic
Radiustit)
1
Normal
Depth Lftj
�.3
0.2
1.55
2.77
0.46
1 0.96
LINER RESULTS
- ❑ x
Unreinforced Vegetation fn=0.04
S = 0.0050
1 L B ottom J 1
3.0 Width = 0.00 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
Bunch
50-75%
3.33
0.30
11,12
STABLE
Soil
Sandy Loam
0.035
0.027
1.28
STABLE

Ditch #11
U North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - ❑ x
File Specifications Options Help
ENGLISH. USER 7—/7 2022 12:07 PM
Discharge
[cis)
Peak Flow
Period his
Velocity Ifps)
Area (sq.ft)
Hydraulic
Radius fk
1
Normal
Depth ft
j A
0.1
1.34
1.79
0.37 1
0.77
LINER RESULTS
Urveinforced Vegetation f n=0.0401
B ottom
3.0 Width = 0.00 ft 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
IBUnch
50 75 a
3.33
0.24
13.84
STABLE
Soil
Sandy Loam
0.035
0.022
1.59
STABLE
Ditch #12
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENOSH. U S E R 3723l2022 11:29 AM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft]
Hydraulic
Radius ft
Normal
Depth 11
0.4
0.1
0.85
0.47
0.19
1.12
LINER RESULTS
Unreinforced
S = 0.0050
1 L Bottom 1
3.0 Width = 0.50 It 3.0
Not to Scale
Reach
Matting type
5 tabifity Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psfI
Calculated
Shear Stress
(psfI
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.10
33.30
STABLE
5 oil
Sandy Loam
0.035
0.009
3.84
STABLE

Ditch #13
a North American Green ECMDS Version 4.3 - Channel protection Design, Output Form — X
File Specifications Options Help
ENGLISH. USER 7l7I2022 12:08 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (lps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
De th ft
5.6
0.2
1 1.53
1 3.67
1 0.52
1.11
LINER RESULTS
Unreinforced Veaetation fn=0.0401
30 Width Bottom
30
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Sheaf Stress
(Rsf)
Calculated
Shear Stress
(Rsf)
Safety Factor
Remarks
Staple Pattern
base
Class
Type
Density
Straight
Unwinforced
Vegetation
Q
I Bunch
50 75i
3.33
0.28
12.07
STABLE
Soil
Sandy Loam
0.035
0.025
1 1.39
1STABLE
Ditch #14
M North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
E N GLISH. USER 3/23/2022 11:32 AM
[:I► 'Mall IT--S -FAA W
Discharge
(cis)
Peak Flaw
Period hrs
Velocity ffps)
Area (sq.ft)
Hydraulic
Radius ft
1
Normal
Depthfit)
1.2
0.1
1.13
1.06
0.28 1
0.52
LINER RI.SIII*T$
Urueinforced
S = 0.0050
1 L B ottom -1 1
3.0 Width = 0.50 ft 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
iRoJ
Calculated
Shear Stress
fRsfJ
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50-75%
3.33
0.16
20.61
STABLE
Soil
Sandy Loam
0.035
0.015
2.37
STABLE

Ditch #15
0 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm — ❑ X
File Specifications Options Help
ENGLISH. IUSER I 717I2022 12:08 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft]
Hydraulic
Radius ft
normal
Depth fft
15.0
1 0.2
2.13 1
7.06
1 0.73
1.53
UNEB RESQLT5
Unreinforced Vegetation (n=0.040]
L- Bottom
3.0 Width = 0.00 It 3.0
Not to Scale
Matting Type
Vegetation Characteristics
Reach
S tability A naly si s
Permissible
Calculated
Safety Factor
Remarks
Shear Stress
(psf]
Shear Stress
Ipsf)
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75 <
3.33
0.48
6.96
STABLE
Soil Sandy Loam
0.035
0.044
0.80 l!'=•T.".ELE
North American Green ECMQS
Version 4.3 - Channel Protection Design, Output
Form
— ❑
File Specifications Options
Help
ENGLISH. USER
7l7I2022 12:09 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period Jhfs
Velocity jlps]
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth(it)
15.0
0.2
2.42
6.21
0.68
1.44
Bottom
3.0 Width = 0.00 ft 3.0
LINER RESULTS I Not to Scale
Matting Type Vegetation Characteristics T
Reach Stability Analysis Permissible Calculated Safety Factor Remarks
Staple Pattern Phase Class Type Density Shear Stress Shear Stress
(0) IN)
Straight S75 Unvegetated 1.55 0.45 3.45 STABLE
Staple Q
x

Ditch #16
0 ;forth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER /-2 2022 11:35AM
HYDRAULIC RESULTS
Ditcharge
cfs
Peak Flow
Period his
Velocity (fps)
Area [sq.ft]
Hydraulic
Radius ft
1
Normal
Depth tftJ
0.6
0.1
0.95
0.63
0.22
1 0.38
LINER RESULTS
Unreinforced Vegetation (n=0.040)
S = 0.0050
1
1 L B ottom - 1
3.0 Width = 0.50 4 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(pst)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
Q jBunch
50 75i
3.33
0.12
27.82
STABLE
Soil
Sandy Loam
0.035
0.011
1 3.20
1 STABLE
Ditch #17
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
E NG LISH, US ER 3I23i2022 11:35 A?vl
HYDRAULIC RESULTS
Discharge
cfs
Beak Flaw
Period his
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
De th ft
0 7
0.1
1.47
1.16
0.29
0.54
LINER RESULT5
Unreinforced Vegetation (n=0.040)
F I
T\
S = 0.0080
1Ln
Bohan 1
Width = 0.50 It
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(pst)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.27
12.28
STABLE
Soil
Sandy Loam
0.035
0.025
141
STABLE

Ditch #18
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
FENGLISH. USER 7/712022 172:14 PM
HYDRAULIC RESULTS
Discharge
(cFsl
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
1
Normal
Depth ft
j 1.7
0.3
2.33
9.31
U4
1 1.76
LINER RESULTS
U nreinforced Vegetation (n=0.040)
3.0 Width t 0 00 ft 3 D
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
I D
I Bunch
50.75%
3.33
0.55
6.06
STABLE
Soil
Sandy Loam
0.035
0.050
0.70
UNSTABLE
NNorth American Green ECMDS Version 4.3 - Channel Protection Design, output Form
Fite Specifications Options Help
ENGLISH. JUSER
■ ■_
Discharge Peak Flow
cis Period (hrsl
Velocity (fpsl
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
01.7 0.3
2.87
7.57
0.75
1.59
AaI-2IUUL:& Ley
- ❑ }
7f 7t2022 1215 PM
S75 (n-0.030)
S = 0.0050
1 L Bottom
3.0 Width = 0.00 k
Not to Scale
R each
Matting Type
S lability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psfj
Safety Factor
R emarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.50
3A3
STABLE
Staple D

DITCH #18 RIP -RAP LINER
91 North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑
File Specifications Options Help
ENGLISH. USER 77712622 12:17 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period his
Velocity (fps)
1
Area (sq.ft)
Hydraulic
Radius it
Normal
Depth ft
01.7
0.3
1.34
16.24
1 1.10
2.33
Rock Riprap (n=0.084
S = 0.0050
1 L Bottom - 1
3.0 Width = 0.00 ft 3.0
Not to Scale
Reach
Matting Type
StabdityAn*sis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(Psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Rock Riprap
Urwegetated
2.67
0.73
3.67
STABLE
Bin
Ditch #19
® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form —Cl x
File Specifications Options Help
ENGLISH. USER 7l712022 22:17 PM
Discharge
cis
Peak Flow
Period Ns
Velocity )fps]
Area (sq.it)
Hydraulic
Radius it
Normal
b h ft
4.5
0.2
1 1.57
2.86
1 0.46
0.90
LINER RESULTS
Unreinfoiced
1 L
3.0
S = 0.0050
Bottom
Width = 0.00 ft 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shreai Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class Type
Density
Straight
Unreinforced
Vegetation
D Burrch
5Q 75i
3.33
0.30
10.93
STABLE
Soil
Sandy Loam
0.035
0.028
1.26
STABLE

Ditch #20
Ll North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. USER 7i7l2022 12:17 PM
HYQRAULIC RESULTS
Discharge
(C131
Peak Flow
Period (Fwsl
Velocity [fps]
Area [sq.ft[
Hydraulic
Radius it
Normal
Depth(it)
1
3.4
0.2
1.46
2.30
1 0.42
0.88
UtJER RESULTS
Unreinforced Vegetation (n=0.040)
L- Bottom
3.0 Width = 0.00 It
Not to Scale
Reach
Matting Type
StabiNyAnaiysis
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
0.27
12.18
STABLE
Soil
Sandy Loam
0.035
OA25
1.40
STABLE
Ditch #21
a North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 717a2022 1219 PM
10--'lsi ZT-All KW
Discharge
cis
Peak Flow
Period hrs
Velocity (fps)
Area (sq.€t)
Hydraulic
Radius €t
Normal
Depth ft
4.2
0.1
2.60
1.62
0.35
1 0.73
LINER RESULTS
U nreinforced Vegetation [n=0.04
S = 0.0200
1 L B ottom - 1
3.0 Width = 0.00 ft 3.0
Not to Scale
Reach
Matting Type
Slability 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
50.75%
3.33
0.92
3.64
STABLE
Soil
Sandy Loam
0.035
0.084
0.42
UNSTABLE

■ North American Green ECMDS Version 4.3 - Channel Protection Design, Dutput Farm — ❑
File Specifications Options Help
ENGLISH. SER 7/7I2022 1219 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period his
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
1
Normal
Depth Ift
�.2
0.1
2.25
1.87
0.37
1 0.73
S75 (n4.048)
L_ Bottom
3.0 Width = 0.00 ft 3.0
LINER RESULTS I 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) [PSI)
Straight S75 Unuegetated 1.55 0.98 1.58 STABLE
Staple D
Ditch #22
0 ' Jorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH, USER 7/712022 12:2—OP M
HYDRAULIC RESULTS
Discharge
efs
Peak Flaw
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
1
h 0.4
022
1 2.51
4.14
0.56
1.17
— ❑ X
Unreinforced Vegetation fn=0.0401
LM Bottom
Width = 0.00 It
Not to Scale
Reach
Matting Type
S lability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psfl
Calculated
Shear Stress
[psfI
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75 e
3.33
0.73
4.55
STABLE
S oil
Sandy Loam
0.035
0.067
R52
UNSTABLE

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑
File Specifications Options Help
ENGLISH. USER 7I772022 12.21 PM
Discharge
lcfsl
Peak Flow
Period(his)
Velocity (fps)
Area (sq.ft)
Hydraulic
Radio ft
1
Normal
Depth It
00.4
0.2
2.53
4.12
0.56
1 1.17
S75 fn=0.0401
3 Widtht= 0 00 R 3
LINER RESULTS I Not to Scale
Matting Type Vegetation Characteristics
Reach Stability Analysis Permissible Calculated Safety Factor Remarks
S laple Pattern Phase Class Type D ensity Shear Stress Shear Stress
(psi) (psi)
Straight S75 Unvegetated 1.55 0.73 2.12 STABLE
Staple D
Ditch #23
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — 0 X
File Specifications Options Help
ENGLISH. USER 7i7J2022 12:22 Phi
HYDRAULIC RESULTS
Discharge
Cf sl
Peak Flov.j
Period[his)
Velocity (fps)
Area (sq.ftj
Hydraulic
Radius ft
1
Normal
Depth ft
DA
0.1
1.42
2.11
0.40
1 0.84
Unreinforced Vegetation (n=0.0401
3 0 Width 00 it 3 0
LINER RESULTS
!
Not tc' '-kale-
Matting type
Vegetation Characteristics
Reach
5 tability Analysis
Permissible
Calculated
SatetyFactor Remark
Staple Pattern
Phase Class Type Density
Shear Stress
Shear Stress
(psfI
(psfI
Straight
Unreinforced
Vegetation
D
I Bunch
50-75%
3.33
0.26
12.73
STABLE
5 oil
Sandy Loam
1 0.035
0.024
1 1.47
1 STABLE

Ditch #24
0 forth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 717/2022 12-2 PPM
- ❑ x
ELTL is
WIL, Kr.
4WLL'3D
Discharge
Peak Flow
Velocity jfps)
Area (sq.ft)
U nreinforced Vegetation (n=0.040)
(cis)
Persad (his)
Hydraulic
Radiustit)
Normal
Depth ft
0.9
0.1
1,41
2.06
0.�
0.83
S • 0.0050
1 L 8 ottom -1 1
3.0 width a 0.00 It 3.0
LINER RESULTS
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
50.75 a
3.33
0.26
12.87
STABLE
Soil
Sandy Loam
0.035
0.024
1.48
STABLE
Ditch #25
w North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 7I7a2022 12:23 PM
Discharge
fclsl
Peak Flow
Period(his)
Velocity (fps)
Area (sq.ft)
Hydraulic
Radiustit)
Normal
Depth ft
�.9
0.1
2.01
2.94
0.47
1 0.99
LINER RESULTS
U nreinforced Vegetation 1n=0.04
S = 0.0080
I v
1 L Bottom -11
3.0 Width = 0.00 It 3.0
Not to Scale
Reach
Batting Type
S tability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75%
3.33
0.49
6.74
STABLE
Soil
Sandy Loam
0.035
0.045
0.78
UNSTABLE

■ North American Green ECMVS Version 4.3 - Channel Protection Design, Output Form —
File Specifications Options Help
ENGLISH. USER 7/7a2022 2-3 PM
HYQRAULEC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area lsq.ft)
Hydraulic
Radius[IQ
1
Normal
Depth ft
�.9
0.1
1.89
3.12
0.48
1 1.02
LINER RESULTS
S75 [n=0.043]
3 Widtht= 00 ft 3,0
Not to Scale
Reach
Matting Type
Stability
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
UrrwegeWed
1.55
0.51
1 3.05
1 STABLE
Staple D
Ditch #26
North American Green ECMDS Version 43 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. USER 7J7-/2022 12 24 PM
HYDRAUUC RESULTa
Discharge Peak Flow
cfs Period jhrs
Velocity [fps)
Area Isq.ft)
Hydraulic
Radius ft
Normal
0.3 0.1
1.46
2.27
0.41
In
U nreinforced Vegetation (n=0.040)
3 0 Widthtto0 00 ft 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
50 75i
3.33
0.27
12.28
STABLE
Soil
Sandy Loam
0.035
0.025
1.41
STABLE

Ditch #27
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. USER 717/2022 12:24 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flow
Period his
Velocity 1fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
3.3
0.1
2.85
1.16
0.29 1
0.62
FINER RESULTS
Unreinforced Vegetation fn-0.0401
3 0 Widthtto0 00 ft 3 0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psi)
Cakulated
Shea; Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Urveinforced
Vegetation
D 18Unch
50 75i
3.33
1.16
2.%
STABLE
Soil
Sandy Loam
0.035
L0.106
0.33
UNSTABLE
ENorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑
File Specifications Options Help
ENGLISH. USER 717/2022 1224 PM
HYDRAULIC RESULTS
Discharge
[Cf3l
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
De th ft
0.3
0.1
2.38
1.39
0.32
1 0.68
LINER RESULTS
S75 (n=0.051)
3 0 Width 00 It 3 0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
S tiaight
S 75
Unyegetated
1.55
1.27
1.22
STABLE
Staple D

Ditch #28
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x
File Specifications Options Help
TRIG LISH. USER 7!7l2022 12. 6 PM
Discharge
cfs
Peak Flowelocity
Period hrs
V(fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
I Depth it
� 3
0.1
1 1.64
3.23
0.49
1.04
LINER RESULTS
Unrelnforced
S - 0.0050
1 L Bottom
3.0 Width - 0.00 ft
Not to Scale
Reach
Matting Type
Vegetation Characteristics
Stability Analysis
Phase Class Type Density
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.32
10.28
STABLE
Soil Sandy Loam
0.035
0.030
1A8
STABLE
Ditch #29
® North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. USER 7/7 2022 12:26 PM
HYDRAULIC RESULTS
Discharge
(cis)
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth It
1.2
0.1
1.90
0.63
0.22
1 0.46
Unreinforced Vegetation (n=0.
S - 0.0200
1 L B ottom - 1
3.0 Width = 0.00 ft 3.0
LINER RESULTS
I
Not to Scale
Matting Type
Vegetation Chatactetistics
Reach
Stability Analysis
Permissible
Calculated
Safety Factor Remarks
Staple Pattern
Phase Class Type Density
Shear Stress
Shear Stress
(Psi]
(PSI)
Straight Unreinforced
Vegetation
D
I Bunch
50.75 a
3.33
0.57
5.82
STABLE
Soil
Sandy Loam
0.035
0.052
0.67
UNSTABLE '

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form -- ❑
File Specifications Options Help
ENCaLISH. USER 71712022 12:27 PM
HYDRAULIC RESULTS
Discharge
ds
Peak Flow
Period hrs
1
Velocity 1fps]
Area (sq.ft)
Hydraulic
Radius ft
1
Normal
Depth 00
1.2
0.1
1.50
0.80
0.24
0.52
LINER RESULTS
B ottom
3.0 Width = 0.00 ft 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
0.64
2.41
STABLE
Staple D
Ditch #30
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. IUSER I 7/7 2022 12:27 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period his
Velocity (Ips)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth it
�.8
0.1
1.40
2.00
1 Q39
0.82
Unreinforced
S = 0.0050
1 �1
Bottom
Width = 0.00 ft 3.0
Not to Scale
Reach
Matting Type
Slahilty Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psfj
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50.75%
3.33
0.25
13.06
STABLE
Soil
Sandy loam
0.036
0.023
1 1.50
STABLE

Ditch #31
hi North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x
File Specifications Options Help
ENGLISH, IUSER 717120 2 F12:28 PM
U)M AULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Veloc�y (fps)
Area (sq.ft)
Hydraukc
Radiusffil
Ni7rmal
I De th fftl
0.6
0.1
1.49
2-.44
f 0.43
1 0.90
LINER RESULTS
Unreinforced Vegetation (n=0.040)
0 Width t 0 00 It 3 0
Not to Scale
Reach
Matting Type
S ta bili ty Analys is
Vegetation Characteristics
Permissible
Shear Stress
(PSO
Calculated
Shear Stress
(PSO
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
Bunch
50-75 e
3.33
0.28
11.84
STABLE
Soil
Sandy Loam
0.035
0.026
1.36
STABLE
Ditch #32
Ll North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x
File Specifications Options Help
ENGLISH. USER 7/7 2022 12:2 PPM
HYDRAULIC RESULTS
Discharge
fcfsl
Peak Flow
Period [hrsl
Velocity (fps]
Area (sq.ft]
Hydraulic
Radius fi
Normal
Depth fk
(2.0
0.1
2.16
0.93
0.26
1 0.56
LINER RESULTS
Unreinforced Vegetation
S = 0.0200
} L B ottom 1
3.0 Width - 0.00 It J 1
,,Jot to Scale
Reach
Matting Type
S ta bility Ana lys is
Vegetation Characteristics
Permissible
Shear Stress
Ipsf]
Calculated
Shear Stress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type Density
Sttaight
Unreinforced
Vegetation
D
Bunch 50.75 d
3.33
0.69
4.80
STABLE
Soil
Sandy Loam
0.035
0.063
0.55
UNSTABLE

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑
File Specifications Options Help
,ENGLISH. USER 7I7I2022 12:30 PM
HYDRAULIC RESULTS
Discharge
[cfsl
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
2.0
0.1
1.76
1.13
0.29
0.61
LINER RESULTS
LM Bottom
Width = 0.00 It 3.0
Not to Scale
Reach
Matting Type
Stabitity Analysis
Vegetation Characteristics
Perrrrtissible
Shear Stress
(Psf)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.77
2.02
STABLE
Staple D
Ditch #33
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x
File Specifications Options Help
ENGLISH. USER 71712022 15-0 PM
HYDRAULIC RESULTS
Discharge
(cis)
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
�.5
0.1
2.04
2.21
0.41
1 0.86
U nreinforced V
(n=0.040)
s =a.a1aD
1 L
- 1
Bottom
3.0
Width = 0.00 ft
3.0
IiVER RESULTS
Not to Scale
Matting Type
Vegetation Characteristics
Reach
S tability Analysis
Permissible
Calculated
Safety Factor
Remarks
Staple Pattern
Phase I Class TypLDensity
Shear Stress
(psfl
Shear Stress
(PsfI
Straight
Unreinforced
Vegetation
D
Bunc
3.33
0.54
6.22
STABLE
Soil
Sandy Loam
0.035
0.049
0.72
UNSTABLE

ENorth American Green ECMDS Version 43 - Channel Protection Design, Output Form — ❑
File Specifications Options Help
NGLISH. USER 71712022 12:31 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft)
Hydraulic
Radiu ft
Normal
Depth ft
0
0.1
1.84
2.45
0.43
0.90
LINER RESULTS
3 Width = Bottom 0 00 ft 3
Not to Scale
Reach
Matting Type
StatAtyAnalysis
Vegetation Characteristics
Permissible
Shear Stress
[psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.56
2.75
STABLE
Staple D
Ditch #34
allorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form - x
File Specifications Options Help
ENGLISH. FU S E TR 717/2022 12:32 PM
HYDRAULIC RESULTS
Discharge
ef sl
Peak Flow
Period hrs
Velocity (fps)
Area (sq.ft]
Hydraulic
Radius ft
Normal
Depth ft
6.2
0.1
1.70
3.64
0.52
1.10
LINER RESULTS
Unreinforced V
S = 0.0050
1 L Bottom J 1
3.0 Width = 0.00 It 3.0
Not to Scale
Reach
Matting Type
5tabiiityAnalysis
Vegetation Characteristics
Permissible
Shear Stress
[psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.34
9.69
STABLE
S oil
Sandy Loam
0.035
1 0.031
1.12
STABLE

Ditch #35
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x
File Specifications Options Help
NGLISH. USER 717/2022 12:32 PM
HYQRAULIC RESULTS
Discharge
cfs
Peak Flow
Period rs
Velocity (fpsJ
Area [sq.ftj Hydraulic
Radius ft
1
Normal
Depth ft
0.6
0.1
1.86
0.32 0.16
1 a33
LINER RESULTS
Unreinforced V
S = 0.0300
�1
Bottom
Width - 0.00 It 3.0
Not to Scale
Reach
Matting Type
Stabipty Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf]
Calculated
Shear Stress
(psf]
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
D
I Bunch
50.75%
3.33
0.61
5.43
STABLE
Sod
Sandy Loam
0.035
0.056
0.63
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑
File Specifications Options Help
:NGLISH. USER 71712022 12:32 PM
HYDRAULIC RESULTS
Discharge
cis
Peak Flaw
PeriodINS)
Velocity(fps)
Area (sq.ftJ
Hydraulic
Radius ft
Normal
D th ft
0.6
0.1
1 1.47
1 0.41
1 0.18
0.37
LINER RESULTS
L— B ottom
3.0 Width = 0.00 It 3.0
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
Ipsl]
Calculated
Shear Stress
(PSI]
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.69
2.24
STABLE
Staple D

Ditch #36
■ North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ x
File Specifications Options Help
,ENGLISH. USI=13 7/7/2022 12:33 PM
HYDRAU IC RESULTS
Discharge
fcfsl
Peak Flow
Period his
Velocity (fps)
Area (sq.ft)
Hydraulic
Radius ft
Normal
Depth ft
46
0.1
1.49
2.42
0.43
0.90
LINER RESULTS
Unieinforced Vegetation (n=0.040)
L n Bottom
Width = 0.00 it
Not to Scale
Reach
Matting Type
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
(psf)
Calculated
Shear Stress
lPsf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
Unieinfoiced
Vegetation
D
Bunch
50.75%
3.33
0.28
11.88
STABLE
Soil
Sandy Loam
0.035
0.026
1.37
STABLE
Ditch #37
J dorth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. USER 3123l2022 1-0 PM
HYDRAULIC RESULTS
Discharge
(cis)
Peak Flow
Period hrs
Velocity (fps)
Area jsq.it)
Hydraulic
Radius ft
1
Normal
Depth ft
0.3
0.1
0.79
0,38
0.17
1 0.28
Unreinfowed Vegetation fn=0.04
S = 0.0050
1 i
Bottom
�—o Width = OM It
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
Bunch
50.75
3.33
0.09
37.93
STABLE
Soil
Sandy Loam
0.035
0.008
1 4.37
STABLE