SW4220201_Design Calculations_20220330 (9)

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc):.032
Right Manning's n-Value (Nr):.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.857
Froude: 1.53
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
Project Number: 2212045
Project Segment: channel ubo►e ER' I
—r_^ _7— __ _ice t _ +% 1; +4 f-)*i r
Project Descriltn �7.
,t
Project Start Date:
American
Excelsior
Company
qw
Earth Science Division
Left Manning's n-Value (N[):.032
Right -Side Slope (Zr) [H:1V]: 3
Bed Slope (S) [ft/ft]: 0.045
Deign Discharge IQ) iftSec]: 25 25
Velocity [ft/sec]: 6.45 w,"
Shear [lb/ftz]: 2.41
Designers Title: engineer
Project Name: Hanes Ph 2 & 3
Project Location (City, State): Pfafftown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Nov 4th, 2021
+ AMUE CiS10 GR_�

AEC Premier Coconut
1.34
0.934
up ro so
AEC Premier Straw DN QM (White Net)
1.18
0.726
up to 3
Yes
AEC Premier Straw Double Net
1 18
0 726
up to 12
Yes
AEC Premier Straw Single Net
1 11
0.643
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1 11
0.643
up to 3
Yes
AEC Premier Straw/Coconut
1.26
0.83
up to 24
Yes
• i-Curlex Enforcer (Unvegetated
1.61
1.35
Permanent
Yes
Curlex Enforcer (Vegetated)
2.82
4.15
Permanent
Yes
Curlex High Velocity (HV)
1.61
1.35
36+
Yes
Curlex 1
1.18
0.726
up to 18
Yes
Curlex I CL
1 13
0,664
up to 15
Yes
Curlex I CL QuickMow (White Net)
1 13
0.664
up to 3
Yes
Curlex I QuickMow (White Net)
1 18
0.726
up to 3
Yes
Curlex II
1,34
0.934
up to 24
Yes
Curlex II .98
1.41
1.04
up to 30
N/A
Curlex II CL
1.2
0.747
up to 18
Yes
Curlex 11 CL QuickMow (White Net)
1 2
0,747
up to 3
Yes
Curlex II QuickMow (White Net)
1 34
0.934
up to 3
Yes
Curlex III
1.41
1X4
up to 36
Yes
Curlex NetFree
0 892
0.415
up to 18
Yes
Recyclex TRM (Unvegetated)
1.64
1.4
Permanent
Yes
Recyclex TRM (Vegetated)
2.96
4.56
Permanent
Yes
Recyclex TRM-V (Unvegetated)
1.63
1.38
Permanent
Yes
Recyclex TRM-V (Vegetated)
2.52
3.32
Permanent
Yes
TriNet Coconut (Unvegetated)
1.6
1,33
Permanent
Yes
TriNet Coconut (Vegetated)
3.09
4.98
Permanent
Yes
TriNet Curlex (Unvegetated)
1.6
1.33
Permanent
Yes
TriNet Curlex (Vegetated)
3.22
5.39
Permanent
Yes
TriNet Recyclex (Unvegetated)
1.6
1.33
Premanent
Yes
TriNet Recyclex (Vegetated)
3.34
5.81
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
1.6
1.33
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
2.82
4.15
Permanent
Yes
Nov 4th. 2021
�W.E[RgS iO V'A U P KS.GOM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc):.032
Right Manning's n-Value (Nr):.032
Left -Side Slope (Zl) [H:1V1: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1.65
Hydraulic Results
Depth [ft]: 0.437 1/
Froude: 1.47
Project Information
American dAh
Excelsior
Company,1w
Earth Science Division
Left Manning's n-Value (Nl):.032
Right -Side Slope (Zr) [H:1V]: 3
Bed Slope (S) [fdft]: 0.05
Design Discharge (Q) 1l E ss c ]: 6.76 't10�r
a6 J
Velocity [ft/seci: 4.67
Shear [lb/ft']: 2.25
Designers Name: Paul Stimpson Designers Title: engineer
Designers Organization: LaBella Associates, PC Project Name: Hanes Ph 2 & 3
Project Number: 2212045 Project Location (City, State): Pfafftown, North Carolina
Pro rrct Se utk-nt: grass swale northeast of E"' 3 Applications(s): channel stabilization
Project Description: ;ql?) Project Bid Date: --
Project Start Date: --
Nov 9th, 2021
w— F2t75E '1V+NOpl S �IJIII

AEC Premier Coconut
1 65
u
"1-- ""
AEC Premier Straw DN QM (White Net)
1 46
I 0 778
up to 3
AEC Premier Straw Double Net
1 46
0 778
up to 12
AEC Premier Straw Single Net
1 37
0 689
up to 12
AEC Premier Straw SN QM (White Net)
1 37
0 689
up to 3
AEC Premier Straw/Coconut
1 56
0 889
up to 24
Curlex Enforcer (Unvegetated)
1 99
1 44
Permanent
Curlex Enforcer (Vegetated)
3 48
4.44
Permanent
y� Curlex iiigli Velp.PR HV1
1 99
1 44
36+
Curlex i
1 46
0 778 I
up to 18
Curlex I CL
1 39
0 711
up to 15
Curlex I CL QuickMow (While Net)
1 39
0 711
up to 3
Curlex I QuickMow (White Net)
1 46
0 778
up to 3
Curlex II
1 65
0
up to 24
Curlex II 98
1 74
1 11
up to 30
Curlex II CL
1 48
1
up to 18
Curlex II CL QuickMow (White Net)
1 48
1
up to 3
Curlex II QuickMow (White Net) 1
1 65
0
up to 3
Curlex III
1 74
1 11
up to 36
Curlex NetFree
1 1
0 444
up to 18
Recyclex TRM (Unvegetated)
203
1 5
Permanent
Recyclex TRM (Vegetated)
3 65
489
Permanent
Recyclex TRM-V (Unvegetated)
201
1 48
Permanent
Recyclex TRM-V (Vegetated)
312
3 56
Permanent
TrNet Coconut (Unvegetated)
1 97
1 42
Permanent
TriNet Coconut (Vegetated)
3.82
5 33
Permanent
TriNet Curlex (Unvegetated)
1.97
1 42
Permanent
1
TriNet Curlex (Vegetated)
3.97
5.78
Permanent
TriNet Recyclex (Unvegetated)
1 97
1 42
Premanent
TriNet Recyclex (Vegetated) 1
4 12
622
Permanent
TriNet Straw/Coconut (Unvegetated)
1 97
1 42
Permanent
TriNet StrawiCoconut (Vegetated)
348
4 44 —
Permanent
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
N/A
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Nov 9th, 2021
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ALQRKS Cf

American
Trapezoidal Channel Analysis Excelsior
Company "qw
Project info Earth Science Division
User Input
Bed Manning's n-Value (Nc):.032 Left Mannings n-Value (NI):.032
Right Manning's n-Value (Nr):.032 Right -Side Slope (Zt•) [H:I V]: 3
Left -Side Slope (ZI) [H:IV]: 3 Bed Slope (S) [fb'ft]: 0.05
Bottom Width (B) [ft]: 2 Desi`n Dis har,w iL3) [fig' y�r]: ?•?1'
Bend Coefficient (Kb): 1.25 Ya
t 3z rr
Hydraulic Results
Depth [ft]: 0.245 Velocity [ft/sec]: 3.45 6e'
Froude: 1.38 Shear [lb/ft-]: 0.957
Project Information
Designers Name: Paul Stimpson Designers Title: engineer
Designers Organization: LaBella Associates, PC Project Name: Hanes Ph 2 & 3
Project Number: 2212045 Project Location (City, State): Pfafftow'n, North Carolina
Project Seg.ment-. Chatincl above point A at lot 18.7 Applications(s): channel stabilization
f J Project Bid Date: --
Project Description:•
Project Start Date: --
Nov 5th, 2021
'WSr4V.ERSiq _AIv1'�RFC�•C CiM

AEC Premier Coconut
2.03
2.:ib
uN
AEC Premier Straw DN QM (White Net)
1.79
1.83
up to 3
Yes
AEC Premier Straw Double Net
1.79
1.83
up to 12
Yes
AEC Premier Straw Single Net
1.69
1.62
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.69
1.62
up to 3
Yes
AEC Premier Straw/Coconut
1.92
2.09
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.44
3.4
Permanent
Yes
Curlex Enforcer (Vegetated)
4.28
10.4
Permanent
Yes
Curlex High Velocity (HV)
2.44
3.4
36+
Yes
Curlex I
1.79
1.83
up to 18
Yes
_ _
Curlex �JI CL
~1.71
1.67
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.71
1.67
up to 3
Yes
Curlex I QuickMow (White Net)
1.79
1 83
up to 3
Yes
Curlex II
203
2.35
up to 24
Yes
Curlex II .98
2.14
2.61
up to 30
N/A
Curlex II CL
1.82
1.88
up to 18
Yes
Curlex II CL QuickMow (White Net)
1.82
1.88
up to 3
Yes
Curlex II QuickMow (White Net)
2.03
2.35
up to 3
Yes
Curlex III
2.14
2.61
up to 36
Yes
Curlex NetFree
1.35
1.04
up to 18
Yes
Recyclex TRM (Unvegetated)
2.49
3.53
Permanent
Yes
Recyclex TRM (Vegetated)
4.49
11.5
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.47
3.47
Permanent
Yes
Recyclex TRM-V (Vegetated)
3.83
8.36
Permanent
Yes
TriNet Coconut (Unvegetated)
2.42
3.34
Permanent
Yes
TriNet Coconut (Vegetated)
4.69
12.5
Permanent
Yes
TriNet Curlex (Unvegetated)
2.42
3.34
Permanent
Yes
TriNet Curlex (Vegetated)
4.88
13.6
Permanent
Yes
TriNet Recyclex (Unvegetated)
2.42
3.34
Premanent
Yes
TriNet Recyclex (Vegetated)
5.07
14.6
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
2 42
3.34
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
4.28
10.4
Permanent
Yes
Nov 5th, 2021

Trapezoidal Channel Analysis
Project Info ,
User Input
Bed Manning's n-Value (Nc):.032
Right Manning's n-Value (Nr):.032
Left -Side Slope (Zl) [H:IV]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): I
Hydraulic Results
Depth [ft]: 0.869
Froude: 1.63
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
Project Number: 2212045
Project Segment- channel from lot " TO V_W-27
Project Description:
Project Start Date: --
American
Excelsior
Company �l qw
Earth Science Division
Left Manning's n-Value (NI):.032
Right -Side Slope (Zr) [H:1V]: 3
Bed Slope (S) [ft/ft]: 0.05
Design Discharge (Q) [ft'/sec]: 27.53
Velocity [ft/sec]: 6.88 `W"
Shear [lb/ft']: 2.7 t
Designers Title: engineer
Project Name: Hanes Ph 2
Project Location (City, State): Pfafftown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Nov 4th, 2021
vuWW.> R QaI—O W R-9_CQn1

AEC Premier Coconut
1.26
0.83
up iu ju
-
AEC Premier Straw DN QM (White Net)
1.11
0.646
up to 3
Yes
AEC Premier Straw Double Net
1.11
0 646
up to 12
Yes
AEC Premier Straw Single Net
1.04
0.572
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1 04
0.572
up to 3
Yes
AEC Premier Straw/Coconut
1 19
0,738
up to 24
Yes
6�'P- V Curlex Enforcer (Unvegetated)
1.51
1.2
Permanent
Yes
Curlex Enforcer (Vegetated)
2.65
3.69
Permanent
Yes
Curlex High Velocity (HV)
1.51
1.2
36+
Yes
Curlex I
1 11
0.646
up to 18
Yes
Curlex I CL
1 06
0 59
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.06
0.59
up to 3
Yes
Curlex I QuickMow (White Net)
1.11
0.646
up to 3
Yes
Curlex II
1 26
0.83
up to 24
Yes
Curlex II .98
1 33
0 923
up to 30
N,A
Curlex II CL
1.13
0.664
up to 18
Yes
Curlex II CL QuickMow (White Net)
1 13
0 664
up to 3
Yes
Curlex II QuickMow (White Net)
1.26
0.83
up to 3
Yes
Curlex III
1 33
0.923
up to 36
Yes
Curlex NetFree
0 839
0 369
up to 18
Yes
Recyclex TRM (Unvegetated)
1.54
1.25
Permanent
Yes
Recyclex TRM (Vegetated)
2.78
4.06
Permanent
Yes
Recyclex TRM-V (Unvegetated)
1.53
1.23
Permanent
Yes
Recyclex TRM-V (Vegetated)
2.37
2_95
Permanent
Yes
TriNet Coconut (Unvegetated)
1.5
1,18
Permanent
Yes
TriNet Coconut (Vegetated)
2.91
4.43
Permanent
Yes
TriNet Curlex (Unvegetated)
1.5
1.18
Permanent
Yes
TriNet Curlex (Vegetated)
3.02
4.8
Permanent
Yes
TriNet Recyclex (Unvegetated)
15
1.18
Premanent
Yes
TriNet Recyclex (Vegetated)
3.14
5.17
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
15
1.18
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
2.65
3.69
Permanent
Yes
Nov 4th, 2021
:NW'Iu_EROSICJ N W ORKS.CUM

Trapezoidal Channel Analysis
Project Info
User Input
American diftI
Excelsior
Company
qw
Earth Science Division
Bed Manning's n-Value (Nc):.032 Left Manning's n-Value (Nl): _032
Right Manning's n-Value (Nr):.032 Right -Side Slope (Zr) [H:I V]: 3
Left -Side Slope (Zl) [H: I V]: 3 Bed Slope (S) [ft1ft]: 0.05
Bottom Width (B) [ft]: 2 Design Discharge (Q) [ft',sec]: 3.73
r,� r .A
Bend Coefficient (Kb): I
�Z&vr
Hydraulic Results
Depth [ft]: 0.318
Froude: 1.43
Project information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates. PC
Project Number: 2212045
Project Segment: from DI 7 to high pt-lot 124
Project Description:
Project Start Date: --
Velocity [ft'sec]: 3.97
Shear [lb/ft2]: 0.993
Designers Title: engineer
Project Name: Hanes Lake Phase 2
Project Location (City, State): Pfafftown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Jan 31st, 2022
NW14 ER _5 N'W_0a{S. OM

AEC Premier Coconut
1.84
2.27
up LU JO
"
AEC Premier Straw DN QM (White Net)
1.63
1.76
up to 3
Yes
AEC Premier Straw Double Net
1.63
1.76
up to 12
Yes
AEC Premier Straw Single Net
1.53
1.56
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.53
1.56
up to 3
Yes
AEC Premier Straw/Coconut
1,74
2.01
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.22
3.27
Permanent
Yes
Curlex Enforcer (Vegetated)
3.89
10.1
Permanent
Yes
Curlex High Velocity (HV)
2.22
3.27
36+
Yes
41"" Curlex 1
1.63
1.76
up to 18
Yes
Curlex I CL
1.55
1.61
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.55
1.61
up to 3
Yes
Curlex I QuickMow (White Net)
1.63
1 76
up to 3
Yes
Curlex II
1.84
2.27
up to 24
Yes
Curlex II .98
1.94
2.52
up to 30
N/A
Curlex II CL
1.65
1.81
up to 18
Yes
Curlex II CL QuickMow (White Net)
1.65
1.81
up to 3
Yes
Curlex II QuickMow (White Net)
1.84
2.27
up to 3
Yes
Curlex 111
1.94
2,52
up to 36
Yes
Curlex NetFree
1.23
1.01
up to 18
Yes
Recyclex TRIM(Unvegetated)
2.26
3.4
Permanent
Yes
Recyclex TRM (Vegetated)
4.08
11.1
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.24
3.34
Permanent
Yes
Recyclex TRM-V (Vegetated)
3.48
8.06
Permanent
Yes
TriNet Coconut (Unvegetated)
2.2
3.22
Permanent
Yes
TriNet Coconut (Vegetated)
4.26
12.1
Permanent
Yes
TriNet Curlex (Unvegetated)
2.2
3.22
Permanent
Yes
TriNet Curlex (Vegetated)
4.43
13.1
Permanent
Yes
TriNet Recyclex (Unvegetated)
2.2
3.22
Premanent
Yes
TriNet Recyclex (Vegetated)
4.6
14.1
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
2.2
3.22
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
3.89
10.1
Permanent
Yes
Jan 31 st, 2022
WWW-ERed51ONWORK3:COM

Trapezoidal Channel Analysis
Project Info
User Input
American gift
Excelsior
Company°
Earth Science Division
Bed Manning's n-Value (No):.032 Left Manning's n-Value (Nl):.032
Right Manning's n-Value (Nr):.032 Right -Side Slope (Zr) [H:I V]: 3
Left -Side Slope (Zl) [H:1V]: 3 Bed Slope (S) [ft/ft]: 0.05 ✓
Bottom Width (B) [ft]: 2 Design Discharge (Q) [ft3/sec]: 3.56
Bend Coefficient (Kb): 1.25 +' ' '� ° 'I'� � . t
Hydraulic Results
Depth [ft]: 0.31
Froude: t.42
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
Project Number: 2212045
Project Segment: Exist D.l ICLio north side W 7t+
Project Description:
Project Start Date: --
Velocity [ft/sec]: 3.91 1J,1
Shear [lb/ft-']: 1.21
Designers Title: engineer
Project Name: Hanes Lake Phase 2
Project Location (City, State): Pfafftown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Jan 31 st, 2022
N N`N.J*RCM1KS.0 M
.JO

AEC Premier Coconut
1.86
1.86
uN w -
--
AEC Premier Straw DN QM (White Net)
1.64
1 45
up to 3
Yes
AEC Premier Straw Double Net
1 64
1.45
up to 12
Yes
AEC Premier Straw Single Net
1.55
1.28
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.55
1.28
up to 3
Yes
AEC Premier Straw/Coconut
1.76
1.65
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.24
2.69
Permanent
Yes
Curlex Enforcer (Vegetated)
3.93
8.26
Permanent
Yes
l
Curlex High Veloci y [HV
2.24
2.69
36+
Yes
-
Curlex I
1.64
1.45
up to 18
Yes
Curlex I CL
1.57
1 32
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.57
1.32
up to 3
Yes
Curlex I QuickMow (White Net)
1.64
1.45
up to 3
Yes
Curlex II
1.86
1.86
up to 24
Yes
Curlex II .98
1,96
2.07
up to 30
N/A
Curlex II CL
1.87
1.49
up to 18
Yes
Curlex II CL QuickMow (White Net)
1.67
1.49
up to 3
Yes
Curlex It QuickMow (White Net)
1.86
1.86
up to 3
Yes
Curlex III
1.96
207
up to 36
Yes
Curlex NetFree
1.24
0.826
up to 18
Yes
Recyclex TRM (Unvegetated)
2.28
2.79
Permanent
Yes
Recyclex TRM (Vegetated)
412
9.09
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.26
274
Permanent
Yes
Recyclex TRM-V (Vegetated)
3.51
6.61
Permanent
Yes
TriNet Coconut (Unvegetated)
2.22
2.64
Permanent
Yes
TriNet Coconut (Vegetated)
4.3
9.92
Permanent
Yes
TriNet Curlex (Unvegetated)
2.22
2.64
Permanent
Yes
TriNet Curlex (Vegetated)
4.48
10.7
Permanent
Yes
TriNet Recyclex (Unvegetated)
2.22
2.64
Premanent
Yes
TriNet Recyclex (Vegetated)
4.65
11.6
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
2.22
2.64
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
3.93
8.26
Permanent
Yes
Jan 31st, 2022
WW!N"iRbSti}NU°s'D11i5[]

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc):.032 Left Manning's n-Value (NI):.032
American gift
Excelsior
Company "
qw
Earth Science Division
Right Manning's n-Value (Nr):.032 Right -Side Slope (Zr) [H:I V]: 3
Left -Side Slope (ZI) [H:1 V]: 3 Bed Slope (S) [ft/ft]: 0.05
Bottom Width (B) [ft]: 2 Design Discharge,(() [ft"sec]: 3.52
Bend Coefficient (Kb): 1 i 0 S
Hydraulic Results
Depth [ft]: 0.31
Froude: 1.41
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
Project Number: 2212045
Project Segment. From FES 5 w east =ide Iut 260
Project Description:
Project Start Date: --
Velocity [ft/sec]: 3.87
Shear [lb/ft']: 0.968
Designers Title: engineer
Project Name: Hanes Lake Phase 2
Project Location (City, State): Pfafftown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Jan 31st, 2022
wWW. R0S1Q '0RKSZ V-

AEC Premier Coconut
1.88
Z.dZ
�v -
AEC Premier Straw DN QM (White Net)
1.66
1.81
up to 3
Yes
AEC Premier Straw Double Net
1.66
1 81
up to 12
Yes
AEC Premier Straw Single Net
1.56
1.6
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1 56
1 6
up to 3
Yes
AEC Premier Straw/Coconut
1.78
2.07
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.26
3.36
Permanent
Yes
Curlex Enforcer (Vegetated)
3.97
10.3
Permanent
Yes
Curlex High Velocity (HV)
2.26
3.36
36+
Yes
Curlex I
1.66
1.81
up to 18
Yes
.
Curlex I CL
1.59
1.65
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.59
1.65
up to 3
Yes
Curlex I QuickMow (White Net)
1.66
1.81
up to 3
Yes
Curlex II
1.88
2.32
up to 24
Yes
Curlex II .98
1 99
2 58
up to 30
N/A
Curlex II CL
1.68
1.86
up to 18
Yes
Curlex II CL QuickMow (White Net)
1.68
1.86
up to 3
Yes
Curlex II QUICkMOW (White Net)
1.88
2.32
up to 3
Yes
Curlex III
1.99
2.58
up to 36
Yes
Curlex NetFree
1.26
1.03
up to 18
Yes
Recyclex TRM (Unvegetated)
2.31
3.49
Permanent
Yes
Recyclex TRM (Vegetated)
4.16
11.4
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.29
3.43
Permanent
Yes
Recyclex TRM-V (Vegetated)
3.55
8.26
Permanent
Yes
TriNet Coconut (Unvegetated)
2.25
3.31
Permanent
Yes
TriNet Coconut (Vegetated)
4.35
12.4
Permanent
Yes
TriNet Curlex (Unvegetated)
2.25
3.31
Permanent
Yes
TriNet Curlex (Vegetated)
4.53
13.4
Permanent
Yes
TriNet Recyclex (Unvegetated)
2.25
331
Premanent
Yes
TriNet Recyclex (Vegetated)
4.7
14.5
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
2.25
331
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
3.97
10.3
Permanent
Yes
Jan 31 st, 2022

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc):.032
Right Manning's n-Value (NO:.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1.25
Hydraulic Results
Depth [ft]: 0.282'�
Froude: 0.761
Project Information
American dift
Excelsior
Company
Earth Science Division
✓,,.
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
Project Number: 2212045
Project Segment, cm[ F_�
/F!d¢
P�o,jecl Disonption:
Project Start Date: --
Left Manning's n-Value (Nl):.032
Right -Side Slope (Zr) [H:l V]: 3
Bed Slope (S) [ft/ft]: 0.015
Design Discharge (Q) [ft' sec]: 1.61
Velocity [ft/sec]: 2.01 !�
Shear [lb/ft-]: 0.329
Designers Title: engineer
Project Name: Hanes Lake Phase 2
Project Location (City, State): Pfafflown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Jan 31st, 2022
AVVW.EP0 I0N_ QP .CCU

AEC Premier Coconut
3.57
6 84
up L.
AEC Premier Straw DN QM (White Net)
3.15
5.32
up to 3
Yes
AEC Premier Straw Double Net
3.15
5.32
up to 12
Yes
AEC Premier Straw Single Net
2.96
471
up to 12
Yes
AEC Premier Straw SN QM (White Net)
2.96
4,71
up to 3
Yes
AEC Premier Straw/Coconut
3.37
6.08
up to 24
Yes
Curlex Enforcer (Unvegetated)
4.29
9.88
Permanent
Yes
Curlex Enforcer (Vegetated)
7.52
30.4
Permanent
Yes
Curlex High Velocity (HV)
4.29
9.88
36+
Yes
Curlex 1
{
3.15
5.32
up to 18
Yes
Curlex I CL
3.01
4.86
up to 15
Yes
Curlex I CL QuickMow (White Net)
3.01
4.86
up to 3
Yes
Curlex I QuickMow (White Net)
3.15
5.32
up to 3
Yes
Curlex II
3.57
6.84
up to 24
Yes
Curlex II .98
3.76
7.6
up to 30
N/A
Curlex II CL
3.19
5.47
up to 18
Yes
Curlex II CL QuickMow (White Net)
3.19
5.47
up to 3
Yes
Curlex II QuickMow (White Net)
3.57
6.84
up to 3
Yes
Curlex III
3.76
7.6
up to 36
Yes
Curlex NetFree
2.38
3.04
up to 18
Yes
Recyclex TRM (Unvegetated)
4.37
10.3
Permanent
Yes
Recyclex TRM (Vegetated)
7.89
33.4
Permanent
Yes
Recyclex TRM-V (Unvegetated)
4.34
10.1
Permanent
Yes
Recyclex TRM-V (Vegetated)
6.73
24.3
Permanent
Yes
TriNet Coconut (Unvegetated)
4.26
9.73
Permanent
Yes
TriNet Coconut (Vegetated)
8.24
36.5
Permanent
Yes
TriNet Curlex (Unvegetated)
4.26
9.73
Permanent
Yes
TriNet Curlex (Vegetated)
8.58
39.5
Permanent
Yes
TriNet Recyclex (Unvegetated)
4.26
9.73
Premanent
Yes
TriNet Recyclex (Vegetated)
8.9
42.6
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
426
9.73
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
7.52
30.4
Permanent
Yes
Jan 31sf, 2022
WW.> R()SIO jw[7RKS,.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc):.032
Right Manning's n-Value (NO:.032
Left -Side Slope (Zl) [H:I�r]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1.25
Hydraulic Results
Depth [ft]: 0.223 _/
Froude: 1.35
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
American gift
Excelsior
Company
RW
Earth Science Division
Left Manning's n-Value (Nl):.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.05
Design Discharge IQ) [Wisec]: 1.93 ✓'
Velocity [ft'sec]: 3.24 r/
Shear [lb/ft2]: 0.871
Designers Title: engineer
Project Name: Hanes Lake Phase 2
Project Number: 2212045 Project Location (City, State): Pfafftown, North Carolina
Project SegmeIt clta11nei above point.D� • Applications(s): channel stabilization
Project.DcscriptIoil: t 01 v Project Bid Date: --
Project Start Date
Jan 31st, 2022
WWVfv ROSI N1 �hlSNURKS CCT

AEC Premier Coconut
2.13
2.5b
up "' -
-
AEC Premier Straw DIN QM (White Net)
1.88
2.01
up to 3
Yes
AEC Premier Straw Double Net
1.88
2.01
up to 12
Yes
AEC Premier Straw Single Net
1.77
1•78
up to12
Yes
AEC Premier Straw SN QM (White Net)
1 77
1.78
up to 3
Yes
AEC Premier Straw/Coconut
2.01
2.3
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.56
3.73
Permanent
Yes
Curlex Enforcer (Vegetated)
4.49
11.5
Permanent
Yes
Curlex High Velocity (HV)
2.56
3.73
36+
Yes
Curlex 1
j I
1.88
2.01
up to 18
Yes
Curlex I CL
1.8
1.84
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.8
1.84
up to 3
Yes
Curlex I QuickMow (White Net)
1.88
2.01
up to 3
Yes
Curlex II
2.13
2.58
up to 24
Yes
Curlex II .96
2.24
2.87
up to 30
NIA
Curlex II CL
1 9
2.07
up to 18
Yes
Curlex II CL QuickMow (White Net)
1 9
2.07
up to 3
Yes
Curlex !I QuickMow (White Net)
2.13
2.58
up to 3
Yes
Curlex III
2.24
2.87
up to 36
Yes
Curlex NetFree
1.42
1 15
up to 18
Yes
Recyclex TRM (Unvegetated)
2.61
3.88
Permanent
Yes
Recyclex TRM (Vegetated)
4.71
12.6
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.59
3.81
Permanent
Yes
Recyclex TRM-V (Vegetated)
4.01
9.18
Permanent
Yes
TriNet Coconut (Unvegetated)
2.54
3.67
Permanent
Yes
TriNet Coconut (Vegetated)
4.92
13.8
Permanent
Yes
TriNet Curlex (Unvegetated)
2.54
3.67
Permanent
Yes
TriNet Curlex (Vegetated)
512
14.9
Permanent
Yes
TriNet Recyclex (Unvegetated)
2.54
3.67
Premanent
Yes
TriNet Recyclex (Vegetated)
5.31
16.1
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
2.54
3.67
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
4.49
11.5
Permanent
Yes
Jan 31 st, 2022
W;N� �StOh;I,tNORKS_CflM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Ne):.032
Right Manning's n-Value (Nr):.032
Left -Side Slope (Zl) [H:IV]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): I
Hydraulic Results
Depth [ft]: 0.441
Froude: 0.8 16
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
Project Number: 2212045
Project Segment: chartnel -it Double
Project Description:
Project Start Date: --
American 9961111
Excelsior
Company
Earth Science Division
Left Manning's n-Value (Nl):.032
Right -Side Slope (Zr) [H:I V]: 3
Bed Slope (S) [fUft]: 0.015
Design Discharge (Q) [ft'-sec]: 3.81
Velocity [fv'sec]: 2.6
Shear [lbift'-]: 0.413
Designers Title: engineer
Project Name: Hanes Ph 2
Project Location (City, State): Pfafftown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Nov 4th, 2021
VVIDV.EBDSI+JNVVORKS. W-11

AEC Premier Coconut
2.97
'-w'
"
AEC Premier Straw DN QM (White Net)
2.62
4.24
up to 3
Yes
AEC Premier Straw Double Net
2.62
4.24
up to 12
Yes
AEC Premier Straw Single Net
2.47
3.75
up to 12
Yes
AEC Premier Straw SN QM (White Net)
2.47
3.75
up to 3
Yes
AEC Premier Straw/Coconut
2.8
4.84
up to 24
Yes
Curlex Enforcer (Unvegetated)
3.57
7.87
Permanent
Yes
Curlex Enforcer (Vegetated)
6.27
24.2
Permanent
Yes
Curlex High Velocity (HV)
3.57
7.87
36+
Yes
Curlex I
2•62
4.24
up to 16
Yes
y -�
Curlex I CL
2.51
3.87
up to 15
Yes
Curlex I CL QuickMow (White Net)
2.51
3.87
up to 3
Yes
Curlex I QuickMow (White Net)
2.62
4.24
up to 3
Yes
Curlex II
2•97
5.45
up to 24
Yes
Curlex 11 .96
3.13
6.05
up to 30
NIA
Curlex II CL
2.66
4.36
up to 16
Yes
Curlex II CL QuickMow (White Net)
2.66
4.36
up to 3
Yes
Curlex II QuickMow (White Net)
2.97
5.45
up to 3
Yes
Curlex III
3.13
6.05
up to 36
Yes
Curlex NetFree
1.98
2.42
up to 16
Yes
Recyclex TRIM (Unvegetated)
3.64
8.18
Permanent
Yes
Recyclex TRM (Vegetated)
6.57
26.6
Permanent
Yes
Recyclex TRM-V (Unvegetated)
3.61
6.04
Permanent
Yes
Recyclex TRM-V (Vegetated)
5.61
19.4
Permanent
Yes
TriNet Coconut (Unvegetated)
3.55
7.75
Permanent
Yes
TriNet Coconut (Vegetated)
6.87
29.1
Permanent
Yes
TriNet Curlex (Unvegetated)
3,55
7.75
Permanent
Yes
TriNet Curlex (Vegetated)
7.15
31.5
Permanent
Yes
TriNet Recyclex (Unvegetated)
3.55
7 75
Premanent
Yes
TriNet Recyclex (Vegetated)
7.42
33.9
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
3.55
7.75
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
6.27
24.2
Permanent
Yes
Nov 4th, 2021
VV 'IV.ER'7SIONW[7RKS. GI!i1

Trapezoidal Channel Analysis
Project info
User Input
Bed Manning's n-Value (Nc):.032
Right Manning's n-Value (Nr):.032
Left -Side Slope (ZI) [H: I V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.552
Froude: 0.962
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella Associates, PC
Project Number: 2212045
Project Segment:
Project Description:
Project Start Date: --
American dift
Excelsior
Company'qw
Earth Science Division
Left Manning's n-Value (NI):.032
Right -Side Slope (Zr) [H:I V]: 3
Bed Slope (S) [ft.'ft]: 0.02
Design Discharge (Q) [ft'-sec]: 6.79
Velocity [ft/sec]: 3.36
Shear [lb/ft']: 0.689
Designers Title: engineer
Project dame: Hanes Ph 2
Project Location (City, State): Pfafftown, North Carolina
Applicadons(s): channel stabilization
Project Bid Date: --
Nov 4th. 2021
AU N'NUEIjDS4 �F W rl Q K�.r C �ll

AEC Premier Coconut
2.39
J•Zr
"" '. "
AEC Premier Straw DN QM (White Net)
2.11
2.54
up to 3
Yes
AEC Premier Straw Double Net
2 11
2.54
up to 12
Yes
AEC Premier Straw Single Net
1.98
2.25
up to 12
Yes
AEC Premier Straw SN QM (Whitt Net)
1.98
2.25
up to 3
Yes
AEC Premier Straw/Coconut
2.25
2.9
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.87
4.72
Permanent
Yes
Curlex Enforcer (Vegetated)
5,03
14.5
Permanent
Yes
Curlex High Velocity (HV)
2.87
4.72
36+
Yes
Curlex I
2.11
2.54
up to 18
Yes
Curlex I CL
2.01
2.32
up to 15
Yes
Curlex I CL QuickMow (White Net)
2.01
2.32
up to 3
Yes
Curlex i QuickMow (White Net)
2.11
2.54
up to 3
Yes
Curlex II
2.39
3.27
up to 24
Yes
Curlex II .98
2.52
3.63
up to 30
NIA
Curlex II CL
2.14
2.61
up to 18
Yes
Curlex II CL QuickMow (White Net)
2.14
2.61
up to 3
Yes
Curlex II QuickMow (White Net)
2.39
3.27
up to 3
Yes
Curlex III
2,52
363
up to 36
Yes
Curlex NetFree
1.59
1.45
up to 18
Yes
Recyclex TRM (Unvegetated)
2.93
4.91
Permanent
Yes
Recyclex TRM (Vegetated)
5.28
16
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.9
4_32
Permanent
Yes
Recyclex TRM-V (Vegetated)
4.5
11.6
Permanent
Yes
TriNet Coconut (Unvegetated)
2.85
4.64
Permanent
Yes
TriNet Coconut (Vegetated)
5.51
17.4
Permanent
Yes
TriNet Curlex (Unvegetated)
2.85
4.64
Permanent
Yes
TriNet Curlex (Vegetated)
5.74
18.9
Permanent
Yes
TriNet Recyclex (Unvegetated)
2.65
4.64
Premanent
Yes
TriNet Recyclex (Vegetated)
5.96
20.3
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
2.85
4.64
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
5.03
14.5
Permanent
Yes
Nov 4th, 2021
WV N.ERa 10N- EKKS.CC}M

Trapezoidal Channel Analysis
Project Info
User Input
Bed Mannings n-Value (Nc):.032
Right Manning's n-Value (Nr):.032
Left -Side Slope (ZI) [H: IVI: 50
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic results
Depth [ft]: 0.103
Froude: 1.13
Project Information
Designers Name: Paul Stimpson
Designers Organization: LaBella associates_
PC
Project Number: 2212045
X
Project Segment: chli.stnel Jhntic t
Project Description
Project Start Date: --
American gift
Excelsior
Corn pang
Earth Science Division
Left Manning s n-Value (Nl):.032
Right -Side Slope (Zr) [H:1 V]: 50
Bed Slope (S) [ft,ft]: t]: 0.0491
Design Discharge (Q) [ft` sec]: 1.16
Velocity [ft/sec]: 1.57
Shear [IbiftZ]: 0.316
Designers Title: engineer
Project Name: Hanes Ph 2
Project Location (City, State): Pfafftown, North Carolina
Applications(s): channel stabilization
Project Bid Date: --
Nov 4th, 2021
Wti N ERgac) 4VdR�MZ!=

AEC Premier Coconut
3.86
7.12
up "U -
--
AEC Premier Straw DN QM (White Net)
3.41
5.54
up to 3
Yes
AEC Premier Straw Double Net
3.41
5.54
up to 12
Yes
AEC Premier Straw Single Net
3.21
4.91
up to 12
Yes
AEC Premier Straw SN QM (White Net)
3.21
4.91
up to 3
Yes
AEC Premier Straw/Coconut
3.64
6.33
up to 24
Yes
Curlex Enforcer (Unvegetated)
4.64
10.3
Permanent
Yes
Curlex Enforcer (Vegetated)
814
31.6
Permanent
Yes
Curlex High Velocity (HV)
4.64
10.3
36+
Yes
{.� v"' Curlex 1
3.41
5.54
up to 18
Yes
'Curlex I CL
3.26
5.06
up to 15
Yes
Curlex I CL QuickMow (White Net)
3.26
5.06
up to 3
Yes
Curlex I QuickMOW (White Net)
3.41
5.54
up to 3
Yes
Curlex II
3.86
7.12
up to 24
Yes
Curlex II .98
4.07
7.91
up to 30
N/A
Curlex II CL
3.46
5.7
up to 18
Yes
Curlex II CL QuickMow (White Net)
3.46
5.7
up to 3
Yes
Curlex II QuickMow (White Net)
3.86
7.12
up to 3
Yes
Curlex III
4.07
7.91
up to 36
Yes
Curlex NetFree
2.58
3.16
up to 18
Yes
Recyclex TRM (Unvegetated)
4.73
10.7
Permanent
Yes
Recyclex TRM (Vegetated)
6.54
34.8
Permanent
Yes
Recyclex TRM-V (Unvegetated)
4.69
10,5
Permanent
Yes
Recyclex TRM-V (Vegetated)
7.28
25.3
Permanent
Yes
TriNet Coconut (Unvegetated)
4.61
10.1
Permanent
Yes
TriNet Coconut (Vegetated)
8.92
38
Permanent
Yes
TriNet Curlex (Unvegetated)
4.61
10.1
Permanent
Yes
TriNet Curlex (Vegetated)
9.29
41.1
Permanent
Yes
TriNet Recyclex (Unvegetated)
4.61
10.1
Premanent
Yes
TriNet Recyclex (Vegetated)
9.64
44.3
Permanent
Yes
TriNet Straw/Coconut (Unvegetated)
4.61
10.1
Permanent
Yes
TriNet Straw/Coconut (Vegetated)
814
31.6
Permanent
Yes
Nov 4th, 2021
W'N N.ER4a'li]Nl blot