SW6220703_Design Calculations_20221027 (2)

Ditch #1
M North American Green ECMDS Version 4.3 - Channel Protection Design, Output Forrn — ❑ x
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ENGLISH. USER 972T2022 02:43 PM
HYDRAULIC RESULTS
Uneinforced Vegetation [n4-D40] a
5 0 Da70
Discharge Peak Flow Vdoc4 [fps] Area [sq.ft) Hydrauli
cfs
Bottom
Period NO
c
Radius ft
Normal
Depth f!
�5.1
0.3
262
9.59
0.77
1.09
1� �1
Width 50R 3.0
LINER RESULTS
�
Not to Scale
Matting Type
Vegetation Characteristics
Reach
Slahidy Analysis
Permissiole
Calculated
Safely Factor Remarks
Staple Pattern
Phase
Class
Type
Qerrsily
Shear Shess
Shear Stress
W1
(li)
Low Flow
Unrzinfaaced
Vegetation
C
Bunch
50.75%
4.20
0.48
8.80 STABLE
Soil
Sandy Loam
0.0.35
0.044
0.80 UNSTABLE
American Green ECMDSVersion 4.3 -Channel Protection Design, Output Forrn
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ENGLISH. USER 129120�22 OF244 PM �
NYDRAULIG RESULTS
Normal
De h Et
Ilek `
I
I
f
1.11
Discharge
ds
Peak Flow
Period s
VelocrTy [fps]
Area [sq.ftJ
Hydraulicc
Radius R
05.1
0-3
2.56
9.79
0.78
F
LIfV��R�S�LTS
5150 [n4.041 ]
1Ndth = 5.50 R
Not to Scale
Ln
Reach
Malting Type
Staple Pattern
StabildyAnalksis
Vegetation Characlerislics
Permis*le
Shear Stress
(psl)
Calculated
Shear SGess
fpsfJ
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
5150
Unvagetated
1-75
0-48
361
STABLE
Staple D
x`
4
North

North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
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ENGLISH. IUSEP I ffm--/m 0246 PM F--
HYDRAULIC RESULTS
f]iseharge Peak Flow VebcrTy [fpsJ Area (sq.ft) Hydraulic Normal
ds Period s Radi'lftl Depth 141
25.1 1 Lib 1 1.35 1 18.62 1 1.13 1 1.74
LINER RESULTS
Rack Rprap [n-0.100)
Ln Bottom
Width = 5.50 0
Not to Scale
Reach
Malting Type
Staple Pattern
StabildyAnaoy
Vegetation Chatacterislics
Permissbie
Shear Stress
(PSI)
Calculated
Shear Stress
10)
Safety Factor
Remarks
Phase
Class
Type
Density
Slraight
Rock Riprap
Unvegetated
4.00
016
5.27
STABLE
12in

Ditch #2
North American Green ECMD5 Version4.3 - Channel Protection Design, Output Form — ❑
X
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NGLISH. IUSER
I
912RM22 11:35AM
HYDRAULIC RESULTS
DiscYrarge
Peak Fbw
Velocity (fps]
unteinfonxd Vegetation Jn-aB401
d ,.
:i
4'
S = DAM
4.
iS =
1L
Bottom
3.0 Width = R. it
LINER RESULTS
Not to Scale
cfs
Period Ms
Area [sq.fl]
Hydraulic
Radius ft
Normal
Depth fl
j2.0
0.1
3.65 0.55
0.20
0.35
Reach
Matting Type
Staple Pattern
itabittyAnal =
Vegetation Characterisfics
Permissible
Shear Stress
[psi)
Calculated
Shear Stress
[psf]
Safety Factor
Remarks
Phase
Class
Type
Density
Llnreinforced
Vegetation
C
Bunch
50.75%
4.20
1.80
2.33
STABLE
pn2�7
Sail
Seedy Loam
0.035
0.164
0.21
UNSTABLE
MNorth American Green ECMDS Version4.3 - Channd Protection Design, Output Form
— ❑ X
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ENGLISH,
IUSER
I
V2612022 OMAM
❑RAULIC
RESULTS
C125 [n=0-022]
IL
LINER RESULTS
Ln
S = 0.0820
R Widh U50
Not
1
to Scale
Discharge
ds
Peak Fbw
Pergd s
Veiociy[!ps]
Brea [sq.R]
Hydraulc
Rerdi� f!
Normal
D k
�.0
0.1
5.6`9
0.35
0.16
0.27
Reach
Matting Type
StaptePatton
StabdilyAnalysis
Vegetation Characterstics
Pmnisside
Shear Stress
fpsF]
Calculated
Shear Shess
fpsf]
SafetyFartw
Remarks
Phase
Class
Type
Densiry
Strag}k
C725
lJrnegelated
2.25
1.38
1.6e
STABLE
Staple D

Ditch #3
North American Green ECMDS Versicn4,3 - Channel Protection Design, Output Form — ❑
X
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ENGLISH. IUSER
I
FRM/= 11:36AM
Ht MRAuuc RESULTS
Velocity (fps
Area [sq.fi]
Reach
Matting Type
Staple Pattern
31ability.4r'ralysis
Vegetation L�xuaGeristics
Permissible
Shear St*ss
[psi)
Calculated
Shear Stress
(v=f)
Safety Facia
Remarks
Phase
Class
type
DerraRy
Straight
Ll nreinforced
Vegetation
C
Bunch
50.75%
4.20
1.58
2.50
STABLE
Sall
Sandy Loam
0.035
0.153
0.23
UNSTABLE
North Amen can Green ECMOS Version 4.3 - Channel Protection Design, Output Form
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.ENGLISH USER � ❑f359AM
HYDRAULIC
RESULTS
❑ischarge
cfs
Peak Flow Veloc<y[fps]
Period hrs
Area[sgil) Hydraulic
Radius ft
Normal
❑ h ft
2.1
0.1 552
0.38 0.17
028
Ci 25[n=0.0221
S = 0.0730
1 Ln 'WidtMC,50ft' �1
LINER RESULTS Not to Scale
f Matling Type Vegetation CharaclerMics
Reach StabilRy Analysis Per6s1le Calcuated Safety Factor Remarks
Staple Pattern ?hose Class Type $hear Stress Shear Stress
Density
[Psf] (psf)
Straight C125 Unvegetated 2.25 1.23 1.75 STABLE
Staple D

Ditch#4
North American Green ECMDS Versicn4,3 - Channel Protection Design, Output Form — ❑
X
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NGLISH. IUSER
I
9129l2022 11:37AM
HYDRAuuc RESULTS
unreinforced Vegetation Erw404M
# �+
:i
S = 0.0460
4.
iS =
1L
li
3.0 Width = R50 ft
:
LINER RESULTS
Not to Scale
Discharge
(of,-)
Peak Fbw
Period Ms
Velocity (fps Area [sq.ft]
Hydraulic
Radus fl
Normal
De h fl
hz
o.z
2.5s o.as
D.1a
D.32
Reach
Matting Type
Staple Pattern
ilabityAnal =
Vegetation Charactefistics
Permissible
Shear Shess
[Psf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Phase
Class
Type
DeraO
Straight
Urxeinforced
Vegetation
C
Bunch
50.75%
4.20
0.92
4.59
STABLE
soil
Sandy Loam
0.035
0.084
0t42
UNSTABLE
North American Green ECMOS Version 4.3 - Channel Protection Design, Output Form —
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ENGLISH USER r3—/2—&= 0902AM
HYDRAULIC RESULTS
Discharge
I (cis)
Peak Fbw
Period [Ks]
Velocity ppa]
Area isq ft]
Hydraulic
Radlus[ft]
Normal
Depth pq
h.2
1 02
1 2.04
1 0.59
1 Q21
0.37
S75 in4055]
5 = 0.04610 .1
1 Width 050 It 1
LINER RESULTS Not to Scale
I Matling Type Vegetation CharaclerMics j
Reach Sta6rlRyAnalysis Perrrdss14e Calculated Safety Fadof Remarks 1
Staple Pattern Phase Class Type Density Shear Strew Shear Stress
I [psi] (psf)
Straight 575 Unvegetated 1.55 1.05 1.47 STABLE
Staple D

Ditch #5
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
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ENGLJSH- USER 912sim 03:14 PM
Discharge
cfs
Peak Fbw Velocity (fps) Area (sq-et)
Period WnI
Hydrant
I Radius ft
Normal
Depth ft
0.0
0.1 2-03 1-44
0.33
0-61
ka
Urrelrrfomed Vegetation (rp0.040)
3 V idth� 0-50 It 3 0
Not to Scale
Reach
MattFrg Type
Staple Pattern
Stability Analysis
Vegetation Charaeteristcs
Permissible
Shear Stress
ip l
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinkxoed
Vegetation
C
18unch
50.75%
4.20
0.54
7.e4
STABLE
Sod
Sandy Loam
0.035
0,049
0-72
UNSTABLE
4
4I
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Qptions Help
ENGUSH. SEFI 9/29l2D22 14 PM
,+,w • ,ayi 1 L'` ,'4' ,' "'. ,''i' i' • '4� !' ='�i' �' G'' ='! S C" -^s? t [" • _'(r' !' C^ -'viz >k' - •'Li t' C" -' 1�t _'L; lt`" _.
HYDRAULIC RESULTS
-- - S75 [n=0.051 ]
Discharge
ds
Peak Flow
Period Ms
Velocity [[psJ
Area [sq [t]
Hydraulic
Radius(ftl
Normal
Depth Iftl
1
3.0
1 0-1
1 1J4
1 1-72
1 0-36
0-w
I
l
�f
f
I
LINER RESULTS
0 1Nrdtht� 0.50 ft 3 D
Not to Scale
Reach
Matting Type
StabbyAnalysis
Vegetation Characteristics
Permissible
SheatSttass
iP91
Calculated
Shear Stress
(Pst)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straipfit
S75
Unvegetated
1.55
R55
Z61
STABLE
Staple D
#.
A

Ditch #6
North American Green ECMDS Versicn4,3 - Channel Protection Design, Output form — ❑
X
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NGLISH. IUSER
I
9129/M2 11:47AM
HYDRAUuc RESULTS
DiscYra ge
Peak Fbw
Velocity (fps
Area Inft)
Hydraulic
Normal
Unreinlaced Vegetation (rr=f1D40]
�
(of,-)
Period 1hrs
Radus ft
D fi
1.3
0.1
1.93
0.67
L22
17.40
S = 0-0200
4.0
iS =
1L7
Bottom
3.0 Width = R50 ft
:
LINER RESULTS
Not to Scale
Reach
Matting Type
Staple Pattern
ilabityAnal =
Vegetation fhuactefistics
Permissible
Shear Stress
[psi)
Calculated
Shear Stress
(P30
Safety Factor
Remarks
Phase
Class
Type
Demity
Straight
Urxeinforced
Vegetation
C
Bunch
50.75%
4.20
0.50
B.47
STABLE
Sail
Seedy Loam
0.035
0.045
0t77
UNSTABLE
North American Green ECMDS Version 4,3 - Channel Protection Design, Output Form —
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ENGLISH[USER rY-2—&= 09t33AM
HYDRAULIC RESULTS
Discharge
[cfs]
Peak Fbw Velo*ffps]
Period [hrs]
Area(sgft)
Hydraulic
Radlus(ft)
Normal
Depth 01)
j1.3
0.1 1 1.52
1 0.85
1 025
OAS
S75 in4.0551 +
I -
S = 0.0200 .1
1 L 'W,gh�orn
LINER RESULTS I Not to Scale
l Matling Type Vegetalion CharaclerMics j
Reach Sta6rlRyAnalysis Perrrdss14e Calculated Safety Fadof Remarks 1
Staple Pattern Phase Class Type Density Shear Strew Shear Stress
I [psi] (psf)
Straight 575 Unvegetated 1,55 0.57 2.72 STABLE
Staple D

Ditch #7
North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form — ❑
x
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ENGLISH. JUSER
FW-2—a= 1238 PM
tDM AULICRESULTS
Unreinforced Vegetation (n•0.040)
¢•i►
r,[ .
A\ ;
S = Q0240
r
A``
1
17
5,•' .
Boltam it
Width = Q50
LINER RESULTS
Not to Scale
�a
Discharge
cfs
Peak Flow
Period s
VdocRYlfPsl
Area ]sq.ft]
Hydraulic
Radnas Ft
Normal
Reach
Matting Type
ilabilityAnalysis
Vegetation Charaderistics
Permissit>fe
Shear Shess
[psi)
Calculated
Shear Stress
lost)
Safety Factor
Remarks
Staple Pattern
17C
lass
Type
DerrsRy
Straight
Unreinforced
Vegetation
Bench
50.754
4.20
0.46
3.12
STABLE
Soil
Sandy Loam
0.035
0.042
0-83
UNSTABLE
North American Green ECMOS Version 4.3 - Channel Protection Design, Output Form — J 'r
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ENGLISH. USER 3/26/2022 0335AM
HYDRAULIC
RESULTS
j Discharge Peak Flow elodtypps] Area(sgft) Hydra�ic Narrnal
i cfs Period hrs Radius ft Depth t
i 0.8 0.1 1.44 0.55 Q20 0.35
L-
3.0
S 75[n=u 055]
Bottom
Width = 0.50 It
Not to Scale
f
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
$hear $hest
[psfl
Calculated
$hear $hess
IN)
Safety Factor
Remarks
?hose
Class
Type
Density
� Straight
575
Un>regetated
1.55
0.53
2.92
$TABLE
l
Staple D

Ditch #8
0 North American Green ECMDS Version4.3 - Channel Protection Design,, Output Farm — ❑
x
File Specifications Options Help
ENGLISH. IUSER
I
9/29/2022 0316 PM
tDYQRAU IC RESULTS
Disd
Peak Flow Velrxity (fps)
Area [sq.ltJ
Hydraulic
Urrreinforced Vegetation (rr-0.0401
WnIharge
�Ifti
[9plh
cfs
Period
Radars ft
h.sD.1zasD7sDza
s = D.D2aD
3.0 W� 0.50 Ft N
Not
to Scale
Reach
fdattFrg Type
S;aple Pattern
SlabiikyAnalysis
Vegetation Characteristics
Permissible
Slxar Stress
fps)
Calculated
Sheaf Stress
fPSfl
Safety Factor
fiemarks
Phase
Class
Type
Density
Straight
Urxemforxd
Vegetation
C
Bunch
50.75 0
4.20
0.74
5.65
STABLE
Soil
Sandy Loam
O.035
0.068
0.52
UNSTABLE
4l
North American Green ECh9D5 Version 4.3 -Channel Protection Design, Output Form
— ❑ X
File Specif cations Options Help
ENGUSH, 11JSER
9129l2022 f)3:17 PM
fi' c" at 1' » ='ss'. f.'..[�.' ,,4 �:.,.' ="i' i',
'4� !�-•
'4 d',['' _'� i'-s^ -^s' �'_[" -'k' !'-c^ -v
-yi
�S
fiY©RAU IC
Discharge
Peak Flaw
Velocity (fps)
Area (sq.Et)
Hydraulic
Normal
575 [n=O.1355)
cfs
Period hrs
Radius ft
Depth ft
jk.8
0.1
1.88
0.96
0.27
D.49
5 - D.6280
�# `
I:
1
3.0 ,1Nrdlh � 0.50
1
ft'
�i
LINER RESULTS
Not to Scale
Reach
Matting Type
�
StabdityAnalysis
Vegetation Characteristics
Permissible
Shear Stress
IPsfl
l:alculatrd
Shear Stress
IPsfl
Safety Factor
Remarks
Staple Pattern
Phase
Class Type
Density
Straight
575
Unvegetated
1.55
4.85
1.82
STAKE
Staple Q
y

Ditch #9
0 North American Green ECMDS Version4.3 - Channel Protection Design,' Output Farm
— ❑ x
File Specifications Options Help
ENGLISH. IUSER
I
9/29/2022 0318 PM
tDYQRAU IC RESULTS
Discharge
Peak Flow Velocity [fps) Area (sq-It)
Hydraulic
Normal
Urrreinforced Vegetation (rr-0.0401
cfs
Period
Radiu ft
Depth
�T
ft
j2.7
0-1 3-15 0.86
0.25
0-46
S = 0.0450
N
1L1 !
3.0 W1140.50 ft
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
ipol
Calculated
Shear Stress
(Pst)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Urxemforced
Vegetation
C
Bunch
50.75 0
4.20
1,29
3-27
STABLE
Soil
Sandy Loam
0,035
0,117
0-30
UNSTABLE
4l
M North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specif cations Options Help
ENGUSH, 11.1SER 9/29/2022 03:20 PM
-v i' -' ' y3
HYDRAULIC RESULTS
�isa}tar a Peak Flaw VelociE Area [! H dratic Normal SC150(n=0.0501 af�
g y (1Ps) ( 1 y w
cfs Period hrs Radius ft D h ft
2.7 0.1 2.67 1.01 0.27 0.50 +-
S = 61J1450 �# `
I w'�
3.0 Width 0 50 ft'
�i
LINER RESULTS Not to Scale
Reach
Mattng Type
Stability Analysis
Vegetation Characteristics
PermiSSiNe
Shear Stress
IPsll
Calculated
Shear Stress
(psfl
Safety Factor Remarks
Staple Pattern
Phase
Class Type
Density
Straight
SC150
Unvegetated
2A0
1.41
141 STABLE
Staple D

Ditch #10
North American Green ECMD5 Versicn4,3 - Channel Protection Design, Output Form — ❑
X
File Specifications Options Help
ENGLISH. IUSER
I
FV2V= 11:59AMd
Ht MRAuuc RESULTS
Urreinforced Vegetation [rr=f1Df01
�+
ji
S = 0.0500
4.0
iS =
1L7
Sodom
3.0 Width = R50 ft
:
LINER RESULTS
Not to Scale
Discharge
cfs
Peak Flow
Period s
Velocity [fps
Area [sq.ft]
Hydraric
Radius ft
Normal
De h fl
j3.5
Q1
2.12
0.24
0.13
0.21
Reach
Matting Type
Staple Pattern
31ability.4r'ralysis
Vegetation L�xuaGeristics
Permissible
Shear Stress
fpol
Calculated
Shear Stress
[p=f]
Safety Facia
Remarks
Phase
Class
type
DerraRy
Straight
Ll nreinforced
Vegetation
C
Bunch
50.75%
4.20
0.85
6.44
STABLE
SaiE
Sandy Loam
0.035
0.059
0.59
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
.ENGLISH USER � 0348A�f
HYDRAULIC
RESULTS
Discharge
[cfs]
Peak Fkw Velodty[fps]
Period [hrs]
Area (sgft)
Hydraulic
Radius[ft]
Narnal
Depth (FQ
0.5
0.1 1.68
0.30
0.15
0.24
575 (n=0.055]
S = 0.0504 .1
1 Ln 'W,gh�orn �1
LINER RESULTS Not to Scale
I Matling Type Vegetation CharaclerMics j
Reach StabilRy Analysis Perrrdss14e Calculated Safety Fadof Remarks 1
Staple Pattern Phase Class Type Density Shear Strew Shear Stress
I [psi] (psf)
Straight 575 Unvegetated 1.55 0.76 2.05 STABLE
Staple D

Ditch #11
J1 North American Green ECMDS Version 4.3 - Channel Protection Design,' Output Farm
— ❑ X
File %ecifications Options Help
ENGLISH. IUSER
I
9/29/2022 0329 PM
tDYQRAULIC RESULTS
Urrreinforced Vegetation [rr-0.0401
Discharge
Peak Flow Velocity [fps) Area [sq
T�
�T
cfs
lt]
Period
Hydraulic
Radrus ft
Hormel
D Ih ft
2.3
0.1 3.45 0.67
0.22
0.40
5=0.0040
N
1L1 !
3.0 W1140.50 ft
Not to Scale
Reach
flatting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
Spd)
Calculated
Shear Stress
(Psi)
Safety Factor
Remarks
Phase
L1ass
Type
Density
Straight
Unreinforced
Vegetation
C
Bunch
50.75 0
4.20
1.58
2.66
STABLE
Soil
Sandy Loam
0,035
0,144
0.24
UNSTABLE
4l
N North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specif cations Options Help
ENGLISH, SER 9/29/2022 Q328 PM
i' Gn' ;wag 1' « =ss+ a.' ['` ,4 ,:. i' i' !' ' Y d' C !t t' C" •^s x' [" - W !' C" v a' ,.yi <L'• e �i #� .: ;fit .
HYDRAULIC RESULTS
Disctarge
cfs
I Peak Flaw
Period hrs
Velocity [fps)
Area (Sq k)
Hydraulic
Radius ft
Normal
D h k
�3
1 0.1
292
1 079
1 0.24
044
5CIwo N [n=0.05U]r
I
w'�
I
0 Widtt 0.50ft'
�i
LINER RESULTS
Not to Scale
Reach
Matting Type
�
StabdityAnalysis
Vegetation Characteristics
PermiSSiNe
Shear Stress
IPsff
Calculated
Shear Stress
(Pst)
Safety Factor Remarks
Staple Pattern
Phase
Class Type
Density
Straight
SC150BN
Unvegetated
L2.10
1.74
1,21 STAKE
Staple D

Ditch #12
North American Green ECMDS Versicn4,3 - Channel Protection Design, Output form — ❑
X
File Specifications Options Help
ENGLISH. IUSER
I
9129l2022 1F30PM
Ht MRAuuc RESULTS
Discharge
Peak Fbw
Velocity (fps
Atea [sq.fl]
Hydraulic
N�hf
Unxeinlaced Vegetation In-aB401
d �+
:i
S = 0.0360
iS =
1L
Sodom 3.0 Width = R50 ft
LINER RESULTS
Not to Scale
cfs
Period s
Radius ft
De
j1.2
Q1
2.36
051
0.19
Reach
Matting Type
Staple Pattern
31abity.4r'ralysis
Vegetation L�xuaGeristics
Permissible
Shear St*ss
[psi)
Calculated
Shear Stress
(v=f)
Safety Facia
Remarks
Phase
Class
type
DerraRy
Straight
Ll nreinforrxd
Vegetation
C
Bunch
50.75%
4.20
0.76
5.55
STABLE
SaiE
Sandy Loam
0.035
0.[)69
0.51
UNSTABLE
North American Green ECMOS Version 4.3 - Channel Protection Design, Output Form —
File Specifications Options Help
ENGLISH USER � 0357AM
HYDRAULIC
RESULTS
Discharge
cfs
Peak Flow
Period [Ks)
Velocily[fps]
Area (sq.ft)
Hydraulic
Radius ft
Norrrud
Depth t
j1.2
0.1
1.86
0.65
022
0.39
LINER RESULTS
I Matting Type
Reach Sta6rlrty
Staple Pattern
i
Straight 575 l]naes
Stile D
575 (n=O.t755]
S = 0.0.360 .1
1 Ln 'WidtMC,50ft' �1
aclerMics
Permssible Calculated
ype Density Shear Stress Shear Stress
[vsf] (Psf)
1.55 0.87
Not to Scale
Safety Facto I Remarks

Ditch #13
o Narth American Green ECMDS Version 4.3 - Channel Protection Design, 0utput Form
—0 X
File Specifications Options Help
HGUSH. USER
9/23/2U22 37 PM
4'� �+:• .s;s 4' �.;._ ,.ci � ..i;i ! • -try i!' -
L
,tis � 'c? 4
"':� r!' ,.lens 11 � ! �^ �•ts �: .i;i
�• � .� 4' ,:'• :�4 # �•y
HYDRAULIC RESULTS
Discharge
Peak F,-
Velocity ups) Area (salt)
Hydretdic
Normal
Unreinforced Vegetation [r�D 04D]
�•
cfs
Period
Radius ft)
Depffilftl
2.0 1
Q"1
3"86 1 0.52 1
0.20
0"34
/7— �
I
LINER RESULTS
f
1 L
3.0
BOttom
Width - 0.50 ft
_j I
Not to Scale
Reach
Matting Type
Staple Pattern
SlabktyAnalysis
Vegetation ChatactedA"
PemissNe
Shear Stress
(Pd)
Calculated
Sheen Suess
(f�)
Safety Factor
Re necks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
C
Bunch
50.75%
4.20
2.02
2-08
STABLE
Sci
Sardy Loam
0,035
0.194
0-19
UNSTABLE
North American Green EChfDS Version 4.3 - Channel Protection Design, Output Form -- 0 x
File Specifications Options Help
ENGUSH" SER 9129/= 073-7PM _
HYDRAULIC RESULTS
Discharge
cfs
Peak Fbw
Period s
Velocty [lpsJ
Area [sq"!t]
Hydraulic
Radius {t
Normal
D !h f!
j2.0
Q"1
6"01
D"33
0.16
0"F6
f t'� �;��'"�ri`' #E.:►'��.: i�- ��:�Te-�r'r,.' ' �4�'. �i�. �.�tiS�•.ir�' �.�.� :� +r�
LINER RESULTS
a
3 Width Q50 ft
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Sheaf Stress
(psi)
Calculated
Shem Stress
(0)
Safety Factor
Remarks
Phase
Class
Type
Density
Str* t
C125
Unyegetated
L
12.25
1.54
1.46
STABLE
Staple D

Ditch #14
North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form
— ❑ X
File Specifications options Help
ENGUSH. SER
9I29I2p22 1202PM
`.R�L
S
' A'.
iS ..
r. Z'-
�'
�. tZ'
7 A.iS - ii3 Rf �_
4'. A 1' ' A ` c
ii �=..• 5
HYDRAULIC RESULTS
UnreinlacedVegetadon [n=0.040]
I
S
' •'
-0.101D
`- ^.
1
T ti• :.e.+.
L Bottom
3.0 Width=U50ft
�:� • ,
i
4 LINER RESULTS
Not to Scale
€lischarge
cfs
Peak Flow
Period s
Velocrly[fps
Area [aq.f!]
Rydrardic
Radus ft
Natural
D B
j3.5
0.1
2.75
0.18
all0.18
Reach
Matting Type
Staple Pattern
itatsQyAnalysis
Vegetation Characteristics
Perrc,issi6le
Shear 5hess
fP�l
Calculated
Shear Stress
(P�)
Safety Facia
Remarks
Phase
Class
Typo
Densrly
5traigfk
Unreinforced
Vegetation
C
Bunch
50.75%
4.217
1.11
3.77
STABLE
Soil
Sandy Loam
0.Q35
0.102
0.34
UNSTABLE
iL'
North American Green ECMDS version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLI5H. USER 3/26/2022 1U01 AM
i]ischarge
cls
LINER
Aeak Flow
Period s
Vek>citypps]
Area (sq ft)
Hydraulic
Radius !t
Normal
Depth t
0.5
0.1
2.18
023
Q13
D.21
T Mailing Type
Reach Stability
ype
Straight 575 Unvegetated
Staple D
575 In=0.0551
30 Width 0.50
Perrmssible Calculated Safety Fact
Shear Stress Shear Stress
[pol [Psf]
1.55 1.30 1.20
ft 30
Not to 5caie
or Remarks
sraeLE

Ditch #15
North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form
— ❑ X
File Specifications options Help
ENGUSH. IUSER
I
9I29I2Q22 120 PPM
S
jE'_ _ ',- KF, �' k. A'.
iS ..
Z'-
�'
�. tZ'
7 A-:i�S .{t3 ... .Rf �.
4'. A 1 A' c Ks A
iA
0
.A'•.
KYDRAUUc RESULTS
Urweinfaced Vegetation (n=0.040)
S
. JA
' •'
-0.G54G
1
T ti• :.e.+.
L Bottom
3.0 Width=U50ft
�:� • ,
i
4 LINER RESULTS
Not to Scale
Discharge
ds
Peak Flow
Period s
Velocrly[fps
Area [aq.f!]
Rydraufc
Ratios ft
Normal
D h fi
1.0
0.1
2.82
0.38
D.17
D.28
Reach
Matting Type
Staple Pattern
itabQyArtalysis
Vegetation Characteristics
Perrc,issi6le
Shear 5hess
IPsfl
Calculated
Shear Stress
(psf]
Safety Facia
Remarks
Phase
Class
Typo
Densey
StraDgFk
Unreinforced
Vegetation
C
Bunch
5D•75%
4.217
0.55
4.40
STABLE
Soil
Sandy Loam
0.035
0-087
0-40
UNSTABLE
iL
North American Green ECMDS version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLI5H. USER 3/26/2022 1[k01 AM
iischarge
cfs
LINER
Peak Flow Velodtypps]
Period hrs
Area (sq ft]
Hydrar.rfic
Ratios !t
Narnal
Depth t
jI.D
0.1 2.06
0.48
Q19
0.33
T Mailing Type
Reach Stability
ype
Straight 575 Unvegetated
Staple D
575 (n=0.0551
30 Width 0.50
Perrmssible Calculated Safety Fact
Shear Stress Shear Stress
(PSI) (psf)
1.55 1.10 1.41
It
30
Not to 5caie
or Remarks
sraeLE

Ditch #16
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
HGLISH. PUSER 23/2U22 39 PM
� '- fr:, s � �._ ` '7 +'�' ,t3 .w' ..( ? in' ; �L+:' iN.' ..[:S i�' i- ; ir".' .+r1 S• �.. �• ; 4 _
HYDRAULIC RESTS
Unreinforced vegelation [ri,40 0401 #'
Discharge
cfs
Peak Flow
Period
Velocity (fpsJ Area (sg R)
Hydrauk
Rados ft
Normal
D R
V1
0"1
1 346 1 0-60
1 0.21
037
I
I
I
LINER RESULTS
5 n D0700
1 L 1
Battorn
3.0 Width - 0.50 ft
Not to Scale
Reach
Matting Type
Staple Pattern
SlabktyAnalysis
Vegetation Characteristics
Pemissble
She% Stress
(Pd)
Calculated
Sheen Stress
(f�)
Safety Factor
Remarks
Phase
Class
Type
Density
straight
Unreinforced
Vegetation
C
Bunch
50.75%
4.20
1.63
2.58
STABLE
Soil
Sardy Loam
0,035
0.149
0.24
UNSTABLE
•4`l
North American Green EChfDS Version 4.3 - Channel Protection Design, Output Form -- 0 x
File Specifications Options Help
ENGLISH" USER 9129/= U,3 PPM I_
i
I
f 14' �. �'v-ri�'. .��..�'�.: ��•-�i�v°-ii,v; ��`7��e� �.k�'�•i1�•`'�.�.�: +1a,
t
IJ
l.11 MEB RESULTS
Discharge
cfs
Peak Fbw
Period s
Velouly [lpsJ
Area (sq"Et]
Hydraulic
Rados ft
Normal
D Ih ft
2.1
0"1
2"95
0"71
0.23
0"41
Ln BORM
Width - Q50 ft
Not to Scale
Reach
Matting Type
Staple Pattern
StatxfityArralysis
Vegetation Characteristics
Permissible
Sheaf Stress
(psi)
Calculated
Shear Stress
(If)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
SC150
Unvegetated
L
12.00
1.79
1.11
STABLE
Staple D

Ditch #17
North American Green ECMDS Version 4.3 -Channel Protection Design, Output Form
— ❑ X
File Specifications options Help
ENGUSH. IUSER
9I29I2p22 1212PM
`.R�L
S
' A'.r.
_-co.
Z'-
�' 7 A.i�S ii3 Rf �_
�. tZ' 4. A 1' ' A ` c
ii �=..• 5
HYDRAULIC RESULTS
Urweiniaced Vegetation (rr-0.040)
i
S 0.0700
=
`
1
1 ti• :.e.+.
L Bottom
3.0 Width=U50ft
�:� • ,
i
4 LINER RESULTS
Not to Scale
Discharge
ds
Peak Flow
Period s
Velacrly[fps
Area [aq.f!]
Hydraulic
R ft
Normal
D h fi
0.6
0.1
2.52
D.24
D.13
0.21
Reach
Matting Type
Staple Pattern
itabaytyArtalysis
Vegetation Characteristics
Perrc,issi6le
Shear 5hess
IPsfl
Calculated
Shear Stress
[Psfl
Safety Facia
Remarks
Phase
Class
Typo
Densey
StraDgFk
Unreinforced
Vegetation
C
Bunch
50.75%
4.211
0.92
4.57
STABLE
Sail
Sandy Loam
0.035
0.084
0.42
UNSTABLE
iL'
North American Green ECMDS version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLI5H. USER 3/2612t122 1903AM
iischarge
cls
LINER
Peak Flow Velodty 0ps]
Period hrs
Area {sq ft]
Hydraric
Ratios !t
Normal
p h t
j7.6
0.1 1.99
0.30
Q15
0.24
T Mailing Type
Reach Stability
ype
Straight 575 Unvegetated
Staple D
575 (n=0.0551
30 Wig=0.53
Perrmssible Calculated Safety Fact
Shear Stress Shear Stress
(pol (Psf]
1.55 1.05 1.47
ft 30
Not to Scale
Of Remarks
sraeLE

Ditch #18
o Narth American Green ECMDS Version 4.3 - Channel Protection Design, 0utput Form —0 X
File Specifications Options Help
HGLISH. PUSER 9/23/2022 41 PM
I��. �' .s;s �' �- ,.41 �7 r:' ,ti3 Yw' ..( ? in' ; �L+:' iN.' ..[:S i�' i- ; ir"...+.1 S• �.. �• ; 4 _
HYDRAULIC RESULTS
— — Unreinforced Veaelation h410401 #'
Disdwrge
cfs)
Peak Flow
Velocity [IpsJ Area (salt)
I Hydraulic
I Radus ft
I Normal
D Ih ft
2.5
0"1
3"63 1 0.68
1 0.22
1 0"40
I
LINER RESULTS
5 n 0.0700
1 L 1
Bottom
3.0 Width - 0.50 ft
Not to Scale
Reach
Matting Type
Staple Pattern
SlabktyAnalysis
Vegetation ChatactedA"
Permissible
Shear Stress
(Pd)
Calculated
Sheen Stress
(f�)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
C
Bunch
50.75%
4.20
1.75
2.40
STABLE
Soil
Sardy Loam
0.035
0.160
0.22
UNSTABLE
•4`l
North American Green EChfDS Version 4.3 - Channel Protection Design, Output Form -- 0 x
File Specifications Options Help
ENGLISH" SER 9129/= 074-2 PM _
HYDRAULIC RESULTS �—
Disdwrge
cfs
Peak Fbw
Period s
Velouly [1psJ
Area (sq"Et]
Hydraulic
Radrus {t
Normal
D !h f!
2.5
0"1
5"88
0"44
0.18
6"31
f t'� �;��'"�ri`' #E.:►'��.: i�- ��:�Te-�i'i,.' ' �4�'. �i�. �.�tiS�•.i1�' �.�.� :� +r�
LINER RESULTS
a
30 WidQ50ft
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Sheaf Stress
(psi)
Calculated
Shan Stress
(u�f)
Safety Factor
Remarks
Phase
Mass
Type
Density
Str* t
C125
Urrvegetated
L
12.25
1.35
1.67
STABLE
Staple D

Ditch #19
o Narth American Green ECMDS Version 4.3 - Channel Protection Design, 0utput Form —0 X
File Specifications Options Help
HGUSH. PJSEFI 23/2022 43 PM
I��. �' .s;s �' �- ,.41 �7 r:' ,ti3 Yw' ..( ? in' ; �L+:' iN.' ..[:S i�' i- ; ir"...+.1 S• �.. �• ; 4 _
HYDRAULIC RESULTS
Unreinforced Veaelation h410401 #'
Discharge
cfs)
Peak Flow
Velocity (IpsJ
Area (srxlt)
I Hycketdic
I Rados ft
I Normal
D !h fl
k.0
0"1
431
1 0.93
1 US0"48
I
LINER RESULTS
S n 0"0800
1 L 1
Bottom
3.0 Width - 0.50 ft
Not to Scale
Reach
Matting Type
Staple Pattern
SlabktyAnalysis
Vegetation ChatactedA"
Pemissble
Shear Stress
(Pd)
Calculated
Sheen Stress
(0)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
C
Bunch
50.75%
4.20
2.39
1.76 1
STABLE
Soil
Sardy Loam
0.035
0.218
0-16
UNSTABLE
•4`l
North American Green EChfDS Version 4.3 - Channel Protection Design, Output Form -- 0 x
File Specifications Options Help
ENGUSH" SER 9129/= 0 4 44 PM _
HYDRAULIC RESULTS �-
6ischarge
cfs
Peak Fbw Velocity (IpsJ Area (sq"!t]
Period s
Hydrarlic
Radrus ft
Normal
D R
4.0
0"1 5.74 0.59
0.21
0"37
f t'� �;��'"�ri`' #E.:►'��.: i�- ��:�Te-�i'r,.' ' �4�'. �i�. �.�tiS�•.ir�' �.�.� :� +r�
LINER RESULTS
a
3 Width Q50 ft
Not to Scale
Reach
Matting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Sheaf Stress
(psi)
Calculated
Shan Stress
(u�f)
Safety Factor
Remarks
Phase
Class
Type
Density
Str* t
C125
Urrvegetated
L
12.25
1.84
1.22
STABLE
Staple D

Ditch #20
kj worth American Green EC MDS Versio n 4,3 - Channel Protection Design, Output Form
File Specifications Options Help
NGLISH. JUSER [F-99/1—�23= 1216PM
ti
M *DTW UUW:T
Discharge
(cfs)
Peak Fbw
Period hs)
Vebdy[fps
I
Area (sq,ft)j
Hyd&Ac
Rmiut[ft]
0.8
0.1
1 2.3'
1 0,35
1 016
LINER RESULTS
UrweinfotcedVegetaltix (n-0.040)
— 13 x
L-n vx-T Soft —Td
Not to Scale
Reach
Matti
N North American Green ECM DS Version 4.3 - Channel P rotectia n Design, Output Farm
0 x
File Specifications Options Help
IENGLISH USER
Flf-2112022 109:12AMI
i HYDRAULIC BESULTS
Dimharge
Peak Flo
Velo6t;(Ips�)
Aiea(sq.ft)
HY&a,*
Normal
Not
to Scale
Reach StabikyAnaysis
Straight S75 unyegetated I 1 1-55 0-87 1-79 STABLE
Matting Type
Vegetation Characteristics

Ditch #21
hl worth American Green ECMDS Version4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER I 9129i2022 1217PMF—
HYQBAULIC RESULTS
Discharge Peak Fkwr Velaclly[fps Area [sq.d] Hydraraic Normal
cfs (PeriodsRadus ft De h ft
2.0 0.1 1 216 1 0.93 0.26 0.48
LIMIER RESULTS
I
UrxeinfotcedVegetadon (n-0.040)
— 0 X
vx-TSo I<
Not to Scale
Reach
Matti ng Type
31raWty.4rralysis
Vegetation Characteristics
Perrr+ssiW
Shear 5hess
ford)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straght
Unredomed
Vegetation
C j0unchJ50,75%
4.20
0.60
7A3
STABLE
Saul
Sandy Loam
0-035
0.055
0-54
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm
File Specifications Options Help
ENGLISH, USER 7i27120Q2
t-IYORAULIC RESULTS
i
I
Discharge
cfs
Peak Fbw
Period hrs
Velocity (fps)
Area (sq.ft)
HydraUhc
Radw ft
Normal
4 th ft
120
0.1
1.72
1 1.16
1 0.29
0.54
f4)y;:.�;1 ° - rsy: ,� ,ti' i ilk' #:y ` • r illy: �,�* r... r � �.ti ` � �' ,�.ti ` i i�
r
LINER RESULTS
Matting Type Vegetation Characteristics
Reach Stability Analysis
Stale Patten Phase I Class I Type Den
ti
Straight S75 Unvegetated
Staple 0
SEA
F 4,
0
1L \1
3.0
Bottom
Width = D.50 It
Not to Scale
Permissible
Calculated
Safety Factor
Remarks
Shear Stress
Shear Stress
(PS0
IPstl
2.28
STABLE
1.55
0.68

Ditch #22
hl worth American Green ECMDS Version4,3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH JUSER 9129i2022 1217PMF—
HYDRAULIC RESULTS
Discharge Peak Flow Vdacrly(fPs Area Is4•ftl Hydrauic NOrmal
cfs Period s RaduS ft Depth ft
�A 0.1 1 3.75 1 1.7, 0.36 0.W
LINER RESULTS
I
Urxeinforced Vegetation (n-0.040)
15riddl So ft
—
0 X
Not to Scale
:;
Reach
Matti
11 North American Green ECMDS Version 4.3 - Channel protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH.[USER 7127120P.2 .14AM
HYDRAULIC RESULTS
Discharge
01
Peak Flow
136od hrs
lVelocily jfps] Area IA.ft]
Hydraulic
Radius ft
Normal
Depth ft
0A
0.1
1 3.19 1 2.01
1 039
0.74
LINER RESULTS
Reach I Mattr
Staple Pattern Phase Class Type
Straight S150BN Unvegetated
Staple D
S150BN
S • 0.040D
Bottom
Width = 0.50 It 3.0
Not to Scale
Permissible Calculated Safety Factor Remarks
Shear Stress Shear Stress
(psi] (psf)
1.85 1.84 1.00 STABLE

Ditch #23
Ll worth American Green ECMDS Version4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER I 9129i2022 1218PMF—
Discharge
cfs
Peak Fbw
Period s
Vebdy(fps
Area [aq.ft]
Hydraufc
Radius ft
0.3
0.1
1 3.39
1 0.97
1 0.27
LIMIER RESULTS
I
UnrefnforcedVegetadon (n-0.040)
— 0 X
15riddr So ft
Not to Scale
Reach
Matti ng Type
itaWty.4rralysis
Vegetation Characteristics
Perrr+ssiW
Shear Shess
jpsf)
Calculated
Shear Stress
(Psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Strmght
Unredomed
Vegetation
C j0unchJ50,75%
4.20
1.47
2.85
STABLE
Saul
Sandy Loam
0-035
0.135
0-26
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. IUSER I 71271P022 .15AM
HYDRAQUC RESULTS
Discharge Peak Flaw Velocity [fps] Area (sq.ft) Hydraulic Normal
cfs Period [hrs;l I I I Radius ft Depth ft
0,3 0.1 2.72 1 1.21 0.30 0.56
51508N (n-0.054)
war. U50 0
Not to Scale
Reach
Matting Type
StabOy Analysis
Vegetation Characteristics
Permissble
Shear Stress
iW
CalctWed Safety Factor
Shear Shess
(Psf)
Remarks
StaPle Pattern
Phase
Class Type
Density
Straight
51506N
Unvegetated
1.85
1.67 1.11
STABLE
Staple 0

Ditch #24
Ll worth American Green ECMDS Version4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. JUSER I 9129i2022 1219PMF—
Discharge
cfs
Peak Flow
Period s
Velocily (I
Atea [sq.R)
HO&Ac
Radius ft
4.0
0.1
1 3.75
1 1.07
0.28
LIMIER RESULTS
I
Normal �
Depth ft
0.52
Unreinforced Vegetation (n-0.040)
v 0.50 ft
Not to Scale
— 0 X
Reach
Matti ng Type
31raNlity.4rralysis
Vegetation Characteristics
Perrr+ssiW
Shear Shess
jpd)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Strmght
Unreinfomed
Vegetation
C j0unchJ50,75%
4.20
1.78
Z36
STABLE
Saul
Sandy Loam
0-035
0.193
0-22
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER I 1/27/2022 09:16AM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period his
Velocity lips)
Area [sq.it)
Hydraulic
Rath R
Normal
D E
g.D
0.1
1 3.24
1 1.24
0.30
0.56
LINER RESULTS
— ❑ x
5C150BN [n-0.049)
Se0,M
1 L WSW t-0.5U ft' � 1
Not bo Scale
Reach
Matting Type
StahilityAnalysis
Vegetation Characteristics
Perrnissi6le
Sheat Stress
Ipsll
Calcdated
Shear Stress
[Psfl
Safety Factor
Remarks
Staple Pattern
Phase Class Type
Density
Straight
SC1508N
Unvegetated
2.10
1.93
109
STABLE
Sta* D

Ditch #25
Ll -A o rth American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
.NGLISH. JUSER 9/29/2022 1219 PM
Discharge
cfs
Peak Flow
Period s
V&dy [fps
1
Area [sq.ft]
HydraLk
Radrus ft
0.3
0.1
1 2.82
0.46
1 0.18
LINER RESULTS
I
Normal �
Depth ft
9.32
Urxeinforced Vegetation (n-0.040)
Widh So ft
Not to Scale
— 0 X
Reach
Matti ng Type
iraWtyArralysis
Vegetation Characteristics
Perrr+ssiW
Shear Shess
jpsf)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Strmght
Unredorced
Vegetation
C j0unchJ50,75%
4.20
1.09
3.85
STABLE
Saul
Sandy Loam
0-035
0.099
0-35
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
Fife Specifications Options Help
ENGLISH, IUSER 7I2712022 09:17AM
Discharge Peak Flow
(cis) Period his
Velocity (fps)
Area [sq.ft]
Hydauic I Normal
Aa&4111 I D t
b.3 0A
2.22
1 0.58
1 0.21 1 0.37
LINER RESULTS
S75 (n=11055)
S = 0.0550
1 L w3r=7500 1
Not to Scale
Reach
Matting Type
Staple Pattern
StabkyAnalgsis
Vegetation Characteristics
Permissible
Shear Stress
(PS0
Calculated
Shear Stress
[psf]
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
1.26
1.23
STABLE
Staple D

Ditch #26
i worth American Green ECMDS Version4.3 - Channel Protection Design, Output Form
File Specifications Options Help
.NGUSH. JUSER 9/29/2022 1222 PM
Discharge
cfs
Peak Flow
Period s
Veto* [fps
Area (sq.R]
I Hydraufc
Radrus ft
jl.1
0.1
1 2421
0.45
1 0.19
LIMIER RESULTS
I
Normal �
Depth ft
0.31
UnreWorcedVegetadon (n-0.040)
Widh So ft
Not to Scale
— 0 X
Reach
Matti ng Type
iraWty.4rralysis
Vegetation Characteristics
Perrr+ssiW
Shear 9hess
ford]
Calculated
Shear Stress
(PA
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Strmght
Unredoreed
Vegetation
C j0unchJ50,75%
4.20
0.81
5.22
STABLE
Saul
Sandy Loam
O-035
0.073
O-48
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
Fife Specifications Options Help
ENGUSH. JUSER 7I2712022 09:17AM
HYDRAULIC RESULTS
Discharge Peak Flow
(cis) Period his
Velocity [fps]
Area [sq.ft]
Hydauic I Normal
Aa&4111 I D t
b.1 0A
1.91
1 0.58
1 0.21 1 0.36
LINER RESULTS
S75 (n=11055)
S - 0.D410
1 L w3r=7500 1
Not to Scale
Reach
Matting Type
Staple Pattern
StabOyAnalysis
Vegetation Characteristics
Permissible
Shear Stress
(PS0
CalWated
Shear Stress
fpsf]
Safety Factor
Remarks
Phase
Elms
Type
Density
Slraigh!
S75
Unvegetated
1.55
0.93
1.67
STABLE
Staple D

Ditch #27
J1 North American Green ECMDS Version4.3 - Channel Protection Design, Output Form — 0 X
File Specifications Options Help
ENGUSH. IUSER 9/29/2022 47 PM
Discharge
cfs
Peak Flaw
Period hrs
Velocitf (fpsl
Area (sq.ft)
Hydreubc
Radius ft
Normal
D ft
5.2
0.1
4.91
1.C8
0.28
0.52
LINER RESULTS
Umeinfolced
5 a 0.0800
1 �1
Baltom
Width = 0.50 ft 3.0
Not to Scale
Reach
Matting Type
StabiityAnaiysm
Vegetation Characteristics
Permissible
Shear Stress
ipol
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
5tapie Pattern
Phase
Class
Type
Density
Straight
Unreinfaoed
Vegetation
j
C
Bunch
50.75 0
4.20
2.93
1.43
STABLE
Sol
Sandy Loam
0,035
0,268
0.13
UNSTABLE
North American Green ECMDS Version 4.3 • Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
NGLISH. ]9 SERA E FW �2022 03:48 PM j
lhl .i4 C� :j�3 iT, {+i ,Afi .�T?-''�=�4 ,.� (� .i�-.•eT-#, L .:.[y1� - .4.
Ey^ .aT d'6'
HYDRAULIC HYDRAULIC RESULTS
C1258N fn-0.0221 .
Discharge
cfs
Peak FkDw
Period his
Velocity (fps)
Area (sq f!)
Hydrarlic
Radius ft
Normai
Depth ft
�.2
1 0.1
1 7.52
1 0.69
1 0.23
0.41)
IN RF—SULU
S a Q0900
1 Wn T50 ft 1
Not to Scale
Reach
Matling Type
Staple Pattern
5tabilityAnalysis
Vegetation Characteristics
Permissitle
Sheaf Stress
(of)
Calculated
Sheaf Sirens
(psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
C125BN
Urmegetated
2.35
2.27
1.D4
STABLE
Staple D

Ditch #28
North American Green ECMDS Version4.3 - Channel Protection Design, Output Form
— ❑ X
File Specifications Options Help
NGLISH, IUSER
I
129i3Q22 122 PMI
1�d' -.4-? 5 .T5 �.
. ..JL.- °'4 4' ... � •'^s' .>I.'
S
-<c, .l'
■1
�, J<'
R5 ' .rti' s H rj .fir j Y
r. � . •4 �,. .. A',f � N' 'S..!',
_
�: ;' ?' 1 �'ih`,��t
r 1.-'�. tt'
.
.
HYDRAULIC
�: '•
DiscitarQe
Peak Flow
VebaTy[fps
Area [sq.R]
Hydraulic
Unreinfaced Vegetation In-0.040]
i
L,..'
S - D.D750
"^
1 L
8oltom
3.0 Width = U-50 ft
T
}.� -
UNER RESULTS
Not to Scale
cfs
Period s
Radius fl
Noma)
i] h H
j7.9
0.1
2.08
0.31
0.15
D.25
Reach
11
Matting Type
Staple Pattern
3labilily.4nalysis
Vegetation Characteristics
Perrriissi6k
Shear Stress
fpdl
Calculated
Shear Stress
frs%►J
Safety Facia
Rernmlcs
Phase Class
Type
Density
Straight
Unreiniorced
Vegetation
C
ounch
5D 75:c
4.20
1.17
3.59
SrA9LE
Sadk
Sandy Loam
0.035
0.107
0.33
UNSTABLE
" � North American Green FCMQS Version4.3 - Channel Protection pesign, Output Farm
File Specifications Options Help
NGUSH. USEF 7127I2022 0922AM
k.
iiYDRAUL[C RE5ULT5
Discharge
cs
Peak Flow
Periodhrs
Velocity (fps)
Area [sq.ftJ
Hydrauic Normal
Rfl
0.1
2.27
040
D17Q
0.29P.9
f�
LINER
I
RESULTS
Malting Type
Reach
Staple Pattern
[ Straight 575
Staple D
Vegetation Characteristics
:ability Analysis Permissble Calculated
Phase Class Type Density Shear Stress Shear Stress
(PSI) f0l
Unvegetated 1.55 1.35
— 0 X
5
75 (n=0.0.55)
Width =750 R
to Scale
Ln
Safety Facia Remarks
1.14 STABLE

Ditch #29
North American Green ECMDS Version 4.1- Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER I � e—.50 PM
Discharge
cfs
Peak Flow
Period his
Velocity (fps)
Area (sgft]
Hydraulic
Radius ft
Normal
Deoth fit
1
0.2
1 0.1
1 2.08
1 2.96
1 0.47
0.92
LINERFkS-ULTS
S75
S=0.D110
1 Bottom 1
Width = 0.50 ft
Not to Scale
Reach
Marling Type
StabilityAnaois
Vegetation Characteristics
Permissitle
Shear Slress
[psf)
Cab"ed
Shear Slress
(psi)
Safety Factor
Remarks
Staple Pattern
Phase
Class
Type
Density
Straight
S75
Unvegetated
1.55
0.63
2.46
STABLE
Staple D
North American Green ECMDS Version 4.3 - Channel protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. IUSER I 9/29/2622 0350PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Fines
Period his
Velocity (fps)
Area (sgft]
Hydr&&
Radius ft
Normal
0 h fit
�.2
0.1
1 2.08
1 2.98
1 0.47
0.92
1 �'1
Widthtt 0 50 ft
LINER RES��TS Not to Scale
Reach
Marling Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissitle
Shear Stress
(of)
Calculated
Shear Slress
(psi)
Safety Factor
Remarks
Phase
Class Type
Density
Straight
S75
Urrvegetated
1.55
0.63
246
STABLE
Staple D
�f�. .t,i e .a:' .<_:i .�' <:s :^' ��i 4� ',�.i y•.w',e.i rn' w 1 -^.- �'.i !�:" �i ,. ..s:i �' -ti' �. a;� � rk' .(_._i ,A.

Ditch #30
North American Green ECMDS Version4.3 - Channel Protection Design, Output Form — 0
X
File Specifications Options Help
ENGUSH. IUSER
I
9/29/2022 1224 PM
i�
HYDRAULIC
Discharge
Peak Fbw
VeloraTy(
UnreWorceclVegetalion In=0.040]
o :•
<;s
=
Widohn-a50it' 1
4
LINER RISI ILTS
Not to Scale
cfs
Period s
fps
Area [sq.ft]
Hydrauic
R t
tJormal
Depth fl
11.6
D.,
,.�
0.82
[1�
0.45
Roach
Matting Type
3labdily.4ndysis
Vegetation Characteristics
Perrrrsssbk
Shear Stress
fpsfl
Calculated
Shear Stress
[rsf]
Safety Facia
Remarks
Staple Pattern
Phase
Class
Type
Dens4y,
Straight
Unreinfaced
Vegetation
C
8wrch
5D 75%
4.20
0.50
8.40
57ABLE
Soil
Sandy Loam
0-035
0-045
0-77
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form
File Specifications Options Help
ENGL€SH. USER TI2TI2U22 0923AM
HYORALILIC RESULTS
Discharge Peak Fbw Vebcdy [fps] Area (sq.ft) Hydraulic Normal
ofs Period hrs Radius R Oepffi t
1-6 0.1 1.55 1.03 028 0.51
Bottom
Width = 0.50 ft
LINER RESULTS
— ❑ X
Not
to Scale
Ln
Mailing Type Vegetation Characferi;stics
Reach Slability Analysis Permissbk Calculated Safety Factor Remarks
Staple Pattern Phase Class Type Density Shear Stress Shear Stress
Insf] [psll
Straight $75 Unvsgetated 1.55 0.57 271 STABLE
Staple D

Ditch #31
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGUSH. 1USER I 19129rM :18 PM
x
Discharge
cfs
Peak Flow
Period NO
elocity (fps]
L
Area [sq.ft)
I
Hydraulic
I Radius R
{Normal
Depth([,)
�-3
1 0.1
1 2.53
1 2-49
1 0.41
0.64
UmeinforcedVegetation [rra0.040)
L— Bottom
3.0 Width = 2.00 R 3.
Not to Scale -
Reach
Matting Type
Staple Pattern
StatiityAnalysis
Vegetation Characteristics
Permiss"-
Shew Stress
(PSI)
Calculated
Shear Stress
(PSI)
Safety Factor
Remarks
Phase
Class
Type
Densrly
Straight
Urxeinforced
Vegetation
C
I Bunch
50-75%
4.20
0-60
7.04
STABLE
Soil
Sandy Loam
0-035
3.054
M64
UNSTABLE
0 North Amercan Green ECMDS Version 4.3 - Channel Protection C1esign. Output Four — ❑
X
File Specifications Options Help
ENG€ISH.)USER
9/29/2022 0418PM
rN `.
tDMBAULFC RESULTS
5150 (n=0.050]
t,
S = 0.0150
1 L Bottom
3.0 Width = 2.00 R 3.0 1
F-
Discharge
cfs
Peak Flow
Period hrs
elocity (fps]
Area [sq fti Hydraulic
Radius t
Normal
D R
P-3
0.7
2.74
2.95 0.45
071
Not to Scale
Reach
Matting We
Staple Pattern
Sta6ilityAnalysis
Vegetation Characterstics
Permiss615
Shear 5Gess
1psf]
Calculated
Shear Stress
host)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
5150
Unvegetaled
1.75
0.67
2-63
STABLE
Staple D

Ditch #32
LI North American Green ECMD5 Versicn4.3 - Channel protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH.
IUSER
5-2-9/= 1227 PM I_ ^
HYDRAUUC RESULTS
.�.
UrxeinforcedVegetatian (rr-0.040] +■
�i
:.
S - Q0300 4.0 `.
Bolcom
Width = 0 50 i! 3.0
LINER RESULTS
Not to Scale
Dharge
isc
ch
Peak Flow Velocity [fps
Period s
Area [sq.k]
Hydraulic
Rad'irrs fl
Normal
D h fl
j1.9
0.1 248
0.7T
0.24
0.43
Reach
Matting Type
Staple Pattern
ilabililyAnalysis
Vegetation Characteristics
Permissible
Shea' Shen
fasfl �
Calculated
Sheen Stress
IpsfJ
Safety Factor
Remarks
PTC
lass
Type
Densrly
Straight
Unreiniorced
Vegetatien
Bunch
50.75%
4.20
0.80
5-23
STABLE
Soil
Sandy Loam
0-035
0-073
0-48
UNSTABLE
North American Green FCMpS Version 4.3 -Channel Protection Design, Output Form
File Specifications Options Help
EN&LESH. USER 7I27I2022 0323AA1fj
HYDRAULIC
RESULTS
Discharge Peak Flow Velocity [fps] Area [sq-ftJ Hydraulic Nurnal
cFs Periad hrs Radius R D t
b-S 0.1 1.95 0.97 0.27 0.49
LINER RESULT
— Cl X
S75 [ne0.065]
5 = D-D300
' Bottom
1 � width = 0.50 ft • � T
Not to Scale
Reach
Malting Type
Staple Pattern
SlatilityAnalysis
Vegetation Characteristics
Permissble
Shear Stress
IPSf1
Calculated Safety Factor
Shear Stress
(usfl
Remarks
Phase
Class
Type
Deraity
Straight
$75
Unvegetated
1.55
0.92 1-68
STABLE
Staple D

Ditch #33
North American Green ECMDS Version 4.1- Channel Protection Design, Output Form
File Specifications Options Help
ENGLISH. IUSER I rW-2-3MM 04:11 PM
Discharge Peak Flow
cfs Period hrs
Velocity (fps)
Area (vtft1
Hydraulic
Radius fit
Normal
D th [t
h.7 0.1
2.81
0.59
0.21
0-37
LINERFkS-ULTS
Unredofeed
S=0.Mffl
1 Bottom 1
Width = 0.50 ft
Not to Scale
Reach
Matting Type
StabilityAnaois
Vegetation Characteristics
Permissitle
Sheaf Stress
(of)
Calculated
Shear Stress
bps,)
Safety Factor
Remarks
Staple Pattern
Phase Class
Type
Densily
Straigh!
Unieinfomed
Vegetation
C
8unch
50-75%
4,20
1.10
3.80
STABLE
Soil
Sandy Loam
0.035
0.101
G35
UNSTABLE
North American Green ECMDS Version 4.3 - Channel protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH. IUSER I 9/29/2022 0410 PM
HYDRAULIC RESULTS
Discharge
cfs
Peak Flow
Period his
Velocity (fps)
Area (sgft]
Hydraulic
Radius ft
Normal
D th [t
1.7
1 0.1
1 2.26
1 0.75
1 0.24
0-42
1 �'1 Widthtt 0 50 ft
LINER RESULTS Not to Scale
Reach
Matling Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissitle
Shear Stress
(of)
Cab"ed
Shear Stress
W)
Safety Factor
Remarks
Phase
Class Type
Densily
Straight
S75
Urrvegetated
1.55
1.27
1,22
STABLE
Staple D
�:=Y�° .cs � A ' .Se � �.� _-<:v �`'Fw�' ids �: :..- � i ��. ��i y4• a:•�e �' �n' � v � -R .� v �' fir:' i � #�^ s r $'.� 4• av �'prk Kt !�R A-„

Ditch #34
hj North American Green ECMD5 Versicn4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
ENGLISH.
IUSER
� 1229 PM ^
HYDRAQUID RESULTS
.�.
UrxeinforcedVegetatian (rr-0.040) +■
�i
:.
S = OL0210 4.0
-
�s
1
Bolcom
Widh = 0 50 i! 3.0
LINER RESULTS
Not to Scale
Discharge
ch
Peak Flow Velocity [fps
Period s
Area [sq.k]
Hydraulic
Radius fl
Normal
D h fl
1.0
0.1 1.64
D.54
0-ZO
0.35
Reach
Matting Type
Staple Pattern
ilabililyAnalysis
Vegetation Characteristics
Permissible
Shea' Shen
fasfl �
Calculated
Sheen Stress
(psf)
Safety Factor
Remarks
PTC
lass
Type
Densrly
Straight
Unreiniorced
Vegetatien
Sunch
50.75%
4.20
0.46
5.15
STABLE
Soil
Sandy Loam
0-035
0-042
0-64
UNSTABLE
North American Green FCMpS Version 4.3 -Channel Protection Design, Output Form
File Specifications Options Help
EN&LESH. USER 7I27I2D22 0325AA1
HYDRAULIC
RESULTS
Discharge Peak Flow Velocity [fps] Area [sq-ftJ Hydratric Nurnal
cfs Periad hrs R fl D t
b-D 0.1 1.45 0.59 0.73 0.40
LINER RESULT
Malting Type Vegetation Characteristics
Reach Slaty Analys s Permwssble
Staple Pattern Phase Class Type Deraky Shear Stress
Ipsf)
Straight $75 Unvegetated 1.55
Staple D
— Cl X
Bottom
width = 0.50 ft
Ln
Not to Scale
Calculated Safely Factor Remarks
Shear Stress
ft�l
0.53 294 STABLE
— Cl X
Bottom
width = 0.50 ft
Ln
Not to Scale
Calculated Safely Factor Remarks
Shear Stress
ft�l
0.53 294 STABLE

Ditch #35
hj North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form
— ❑ X
File Specifications
Options Help
ENGLISH.
JUSER
FV2a= 1229 PM
A-
HYDRAULIC
RESULTS
Unreinforced Vegetation (n•0.040)
4.t.,
r,[ .
;
S - O 0481D
:` t
11
5,1.
B0-5
Width = Q50 it
LINER RESULTS
Not to Scale
�at '
Discharge
cfs
Peak Flow
Period s
VdocrTy[fpsj Area [sq.ft]
Hydraulic
Radius H
Normal
D h Ft
3.6T 7.23
0.30
0.56
Reach
N
Matting Type
ilabililyAnalysis
Vegetation Charartaistics
Perrdssit>fe
Shear Shess
rpst]
Calculated
Shear Stress
[psf]
Safety Factor
Remarks
Staple Pattern
17C
lass
Type
DerrsRy
Straight
Unreinforced
Vegetation
Bench
5D•754
4.20
1.68
250
STABLE
Soil
Sandy Loam
0035
0.153
0-23
UNSTABLE
orth American Green ECMDS Version 43 -Channel Protection Design, Output Form
File Specifications Options Help
ENGLISR. USER 7127I2022 0526AM
r-tyrt[zea tt rr at=cr a -Tc
Discharge
cfs
Peak Flow
Periodhrs
Ve:ocity [fpsJ
Area lsq ft]
Hydrauic
Radi R
Normal
D t
4.5
0.1
3.21
1.40
0.32
0.60
Llh[ER RESULTS
— ❑ X
SC1506N
5 = D.048D
' Bottom
1 � Width = 0.5D ft • � 1
Not to Scale
Reach
Malting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
[psf]
Calculated
Shear Stress
[psfJ
Safety Factor
Remarks
Phase Class
Type
Density
Slraigh!
5C15UBN
Unvegetated
2.10
1.81
1.16
STABLE
Staple 0

Ditch #36
hj North American Green ECMDSVersion 4.3 - Channel Protection Design, Output Form — ❑
X
File Specifications
Options Help
ENGLISH.
JUSER
FW-2—a= 1230 PM
HYDRAULIC
RESULTS
Discharge
Peak Flow
VdocrTy[fpsj
Area [sq.ft]
Hydraulic
Nor
Unreinforced Vegetalion (n•0.040)
¢•i►
r,[ .
A\ ;
1I7
5,1.
Width = Q5 0 it
LINER RESULTS
Not to Scale
�at '
cfs
Period s
Radius H
mal
Depth F!
0.8
0.1
219
0 37
0.16
028
Reach
N
Matting Type
ilabililyAnalysis
Vegetation Characteristics
Perrdssit>fe
Shear Shess
fPstJ
Calculated
Shear Stress
(osf)
Safety Factor
Remarks
Staple Pattern
17C
lass
Type
Densty
Straight
Unreinforced
Vegetation
Bench
50.754
4.20
0.67
6,26
STABLE
Soil
Sandy Loam
0.035
0.061
0.57
UNSTABLE
orth American Green ECMDS Version 43 -Channel Protection Design, Output Form
File Specifications Options Help
ENGLISFI. USER 7127I2022 0928AM
r-rynraet n rr aFcr a -Tc
Discharge
cfs
Peak Flow
Period [his)
Ve:'ocity [fpsJ
Area laq.ftJ
Hydraulic
R fl
Normal
Q ft
0.8
0.1
1.73
0.46
0.18
0.32
Llh]ER RESULTS
— ❑ X
S75
5 = D.D39D
' Bottom
1 � Width = 0.5D ft • � 1
Not to Scale
Reach
Malting Type
Staple Pattern
Stability Analysis
Vegetation Characteristics
Permissible
Shear Stress
IPsf]
Calculated
Shear Stress
rPsf1
Safety Factor
Remarks
Phase Class
Type
Density
Slraigh!
S75
Unvegetated
1.55
0.77
200
STABLE
Staple Q

Ditch #37
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Form — ❑ X
File Specifications Options Help
NGLISH. IUSER FW �2022 :12PM
-...,ci ly .:�;i y' m' .si y''."- ,Cs §',4� !'
i -
HYDRAULIC RESULTS
D scharge Peak Flow Velocity [fps] Area (sgft] Hydrauk Norma{
cls Period hrs Radus It Depth It
�1.6 1 0.1 1 4.53 1 1.02 1 M L50
y pA '
4LINER RESWU
Unreinforced Vegetation (n=0.040)
Ln Width T90 ft
Not to Scale
Reach
Matling Type
Staple Pattern
StabiltyAnalysis
Vegetation Characteristics
Permissible
Shear Stress
(01)
Calculated
Shear Stress
(psf)
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
Unreinforced
Vegetation
C
Bunch
50-75G
4.20
2.61
1.61
STABLE
Soil
Sandy Loam
0.035
0-238
0-15
UNSTABLE
North American Green ECMDS Version 4.3 - Channel Protection Design, Output Farm — ❑ X
File Specifications Options Help
ENGLISH. n USER I
{{ FW :12PM y y
Il Gr -! 0.`. �•,. .v..
HYDRAULIC RESULTS Y
discharge Peak Flow Velocity (fps)Area (sc[R) Hydraubc Normal
IE cls period hrs Radus It 0 h R
k.6 0.1 7.08 0.65 0.22 0.39
LINER RFSULT-5
C125 tr,40221
L n Bottom
Width = 0.50 Ft
Not to Scale
Reach
Mailing Type
Staple Patton
StabilayAnalysis
Vegetation Characteristics
Permissitle
Shear Stress
(pst)
Calculated
Shear Stress
(psfj
Safety Factor
Remarks
Phase
Class
Type
Density
Straight
C125
Umegetated
2.25
2.02
1.12
STABLE
Staple D
4.: