Channel Stabilization Calculations (1)

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]: 2
Bottom Width (B) [ft]: 1
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 1.43
Froude: 0.727
Project Information
American _
Excelsior
Company°
qw
Earth Science Division
Left Manning's n-Value (Nl):.032
Right -Side Slope (Zr) [H:1V]: 2
Bed Slope (S) [ft/ft]: 0.0095
Design Discharge (Q) [ft3/sec]: 20.59
Qt n
Velocity [ft/sec]: 3.74
Shear [lb/ft2]: 0.847
Designers Name: Paul Stimpson Designers Title: engineer
Designers Organization: LaBella Project Name: Snow Camp
Project Number: 2190335 Project Location (City, State): Snow Camp NC, North Carolina
Project Segment: Existing 18" RCP to FES 2 Applications(s):
Project Description: Existing 18" RCP to FES 2 channel st1?b*etilkid Date: --
Project Start Date: --

Trapezoidal Channel
Analysis Result
American dialm
Excelsior
Company" qw
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for: North Carolina
Product Comparison Chart

AEC Premier Coconut
2.51
2.66
up to 36
I
Yes
AEC Premier Straw DIN QM (White Net)
2.22
2.07
up to 3
Yes
AEC Premier Straw Double Net
2.22
2.07
up to 12
Yes
AEC Premier Straw Single Net
2.09
1.83
up to 12
Yes
AEC Premier Straw SN QM (White Net)
2.09
1.83
up to 3
Yes
AEC Premier Straw/Coconut
2.37
2.36
up to 24
Yes
Curlex Enforcer (Unvegetated)
3.02
3.84
Permanent
Yes
Curlex Enforcer (Vegetated)
5.3
11.8
Permanent
Yes
Curlex High Velocity (HV)
3.02
3.84
36+
Yes
Curlex 1
2.22
2.07
up to 18
Yes
Curlex I CL
2.12
1.89
up to 15
Yes
Curlex I CL QuickMow (White Net)
2.12
1.89
up to 3
Yes
Curlex I QuickMow (White Net)
2.22
2.07
up to 3
Yes
Curlex II I
2.51
2.66
up to 24
Yes
Curlex II .98
2.65
2.95
up to 30
N/A
Curlex 11 CL
2.25
2.13
up to 18
Yes
Curlex II CL QuickMow (White Net)
2.25
2.13
up to 3
Yes
Curlex 11 QuickMow (White Net)
2.51
2.66
up to 3
Yes
V44-- Curlex III
2.65
2.95
up to 36
Yes
Curlex NetFree
1.68
1.18
up to 18
Yes
Recyclex TRM (Unvegetated)
3.08
3.99
Permanent
Yes
Recyclex TRM (Vegetated)
5.56
13
Permanent
Yes
Recyclex TRM-V (Unvegetated)
3.05
3.92
Permanent
Yes
Recyclex TRM-V (Vegetated)
4.74
9.45
Permanent
Yes
TriNet Coconut (Unvegetated)
3
3.78
Permanent
N/A
TriNet Coconut (Vegetated)
5.81
14.2
Permanent
N/A
TriNet Curlex (Unvegetated)
3
3.78
Permanent
N/A
TriNet Curlex (Vegetated)
6.04
15.3
Permanent
N/A
TriNet Recyclex (Unvegetated)
3
3.78
Premanent
N/A
TriNet Recyclex (Vegetated)
6.27
16.5
Permanent
N/A
TriNet Straw/Coconut (Unvegetated)
3
3.78
Permanent
N/A
TriNet Straw/Coconut (Vegetated)
5.3
11.8
Permanent
N/A

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (ZI) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.655
Froude: 1.2
Project Information
Designers Name: Kevin Garton
Designers Organization: Engineering Consulting
Project Number: 2190335
fE 5 'L
Project Segment: MIME to 5+50
Project Description:
Project Start Date: --
American gift
Excelsior
Company®
Earth Science Division
3/27/19
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.0296
Design Discharge (Q) [ft3/sec]: 11.73
O 3.704ac (0.45) (7.04 in/hr)
A .4 1
Velocity [ft/sec]: 4.52
Shear [lb/ft2]: 1.21
Designers Title: engineer
Project Name: Snow Camp Mine
Project Location (City, State): Alamance County, North Carolina
Applications(s):
Project Bid Date: --
V
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American
Excelsior
Company
qw
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for : North Carolina
Product Comparison Chart
Mar 27th, 2019
WWW.EROSIONWORKS.COM

AEC Premier Coconut
1.83
1.86
up to 36
Yes
AEC Premier Straw DN QM (White Net)
1.61
1.45
up to 3
Yes
AEC Premier Straw Double Net
1.61
1.45
up to 12
Yes
AEC Premier Straw Single Net
1.52
1.28
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.52
1.28
up to 3
Yes
AEC Premier Straw/Coconut
1.72
1.65
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.2
2.69
Permanent
Yes
Curlex Enforcer (Vegetated)
3.85
8.26
Permanent
Yes
Curlex High Velocity (HV)
2.2
2,69
36+
Yes
use Curlex I Curlex 1
1.61
1.45
up to 18
Yes
Curlex I CL
1.54
1.32
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.54
1.32
up to 3
Yes
Curlex I QuickMow (White Net)
1.61
1.45
up to 3
Yes
Curlex II
1.83
1.86
up to 24
Yes
Curlex II .98
1,93
2.07
up to 30
N/A
Curlex II CL
1.63
1.49
up to 18
Yes
Curlex II CL QuickMow (White Net)
1.63
1.49
up to 3
Yes
Curlex II QuickMow (White Net)
1.83
1.86
up to 3
Yes
Curlex III
1.93
2.07
up to 36
Yes
Curlex NetFree
1.22
0.826
up to 18
Yes
Recyclex TRM (Unvegetated)
2.24
2.79
Permanent
Yes
Recyclex TRM (Vegetated)
4.04
9.09
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.22
2.74
Permanent
Yes
Recyclex TRM-V (Vegetated)
3.44
6.61
Permanent
Yes
TriNet Coconut (Unvegetated)
2.18
2.64
Permanent
N/A
TriNet Coconut (Vegetated)
4.22
9.92
Permanent
N/A
TriNet Curlex (Unvegetated)
2.18
2.64
Permanent
N/A
TriNet Curlex (Vegetated)
4.39
10.7
Permanent
N/A
TriNet Recyclex (Unvegetated)
2.18
2.64
Premanent
N/A
TriNet Recyclex (Vegetated)
4.56
11.6
Permanent
N/A
TriNet Straw/Coconut (Unvegetated)
2.18
2.64
Permanent
N/A
TriNet Straw/Coconut (Vegetated)
3.85
8.26
Permanent
N/A
Mar 27th, 2019
W W W,EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.333
Froude: 1.12
Project Information
Designers Name: Kevin Garton
Designers Organization: Engineering Consulting
Project Number: 2190335
FEs2
Project Segment: fo"to 6+50
Project Description:
Project Start Date: --
American gift
Excelsior
Company
Earth Science Division
3/27/19
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.0311
Design Discharge (Q) [ft'/sec]: 3.168
Q 1.0 Ac (0.45) (7.04 in/hr.)
k G
Velocity [ft/sec]: 3.18
Shear [lb/ft2]: 0.646
Designers Title: engineer
Project Name: Snow Camp Mine
Project Location (City, State): Alamance County, North Carolina
Applications(s):
Project Bid Date: --
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American ddhk
Excelsior
Company
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for : North Carolina
Product Comparison Chart
Mar 27th, 2019
W W W. EROS IONWORKS.COM

AEC Premier Coconut
2.32
3.48
up to 36 Yes
AEC Premier Straw DN QM (White Net)
2.05
2.71
up to 3 Yes
AEC Premier Straw Double Net
2.05
2.71
up to 12 Yes
AEC Premier Straw Single Net
1.93
2.4
up to 12 Yes
AEC Premier Straw SN QM (White Net)
1.93
2.4
up to 3 Yes
AEC Premier Straw/Coconut
2.19
3.1
up to 24 Yes
Curlex Enforcer (Unvegetated)
2.79
5.03
Permanent Yes
Curlex Enforcer (Vegetated)
4.89
15.5
Permanent Yes
Curlex High Velocity (HV)
2.79
5.03
36+ Yes
f
2.71
to 18 Ye
y use Curlex I Curlex 1
2.05
up
Curlex I CL
1.96
2.48
up to 15 Yes
Curlex I CL QuickMow (White Net)
1.96
2.48
up to 3 Yes
Curlex I QuickMow (White Net)
2.05
2.71
up to 3 Yes
Curlex 11
2.32
3.48
up to 24 Yes
j Curlex II .98
2.44
3.87
up to 30 N/A
Curlex 11 CL
2.07
2.79
up to 18 Yes
Curlex II CL QuickMow (White Net)
2.07
2.79
up to 3 Yes
Curlex 11 QuickMow (White Net)
2.32
3.48
up to 3 Yes
Curlex III
2.44
3,87
up to 36 Yes
Curlex NetFree
1.55
1.55
up to 18 Yes
Recyclex TRM (Unvegetated)
2.84
5.23
Permanent Yes
Recyclex TRM (Vegetated)
5.13
17
Permanent Yes
Recyclex TRM-V (Unvegetated)
2.82
5.14
Permanent Yes
Recyclex TRM-V (Vegetated)
4.37
12.4
Permanent Yes
TriNet Coconut (Unvegetated)
2.77
4.95
Permanent N/A
TriNet Coconut (Vegetated)
5.36
18.6
Permanent N/A
TriNet Curlex (Unvegetated)
2.77
4.95
Permanent N/A
TriNet Curlex (Vegetated)
5.58
20.1
Permanent N/A
TriNet Recyclex (Unvegetated)
2.77
4.95
Premanent N/A
TriNet Recyclex (Vegetated)
5.79
21.7
Permanent N/A
TriNet Straw/Coconut (Unvegetated)
2.77
4.95
Permanent N/A
TriNet Straw/Coconut (Vegetated)
4.89
15.5
Permanent N/A
Mar 27th, 2019
WWW.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.329
Froude: 1.12
Project Information
Designers Name: Kevin Garton
American _
Excelsior
Company°
qw
Earth Science Division
3127119
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.0311
Design Discharge (Q) [ft3/sec]: 3.104
Q,o 0.45 (0.98 Ac) (7.04 in/hr)
Velocity [ft/sec]: 3.16
Shear [Ib/ftz]: 0.638
Designers Title: engineer
Designers Organization: Engineering Consulting Project Name: Snow Camp Mine
Project Number: 2190335 er P Project Location (City, State): Alamance County, North Carolina
j q'!Da
Project Sggment: Access Road (West Side) 7+00 tow AApplications(s):
Project Description: Project Bid Date: --
Project Start Date: --
Mar 271h, 2019
W W W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American dft
Excelsior
Company®
mw
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for : North Carolina
Product Comparison Chart
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Rolled Erosion Control Products
Velocity
Shear Stress Functional Longevity
DOT Approved
AEC Premier Coconut
2.33
(months)
3.53 up to 36
(for channels)
Yes
AEC Premier Straw DN QM (White Net)
2.05
2.74 up to 3
Yes
AEC Premier Straw Double Net
2.05
2.74 up to 12
Yes
AEC Premier Straw Single Net
1.93
2.43 up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.93
2.43 up to 3
Yes
AEC Premier Straw/Coconut
2.2
3.13 up to 24
Yes
Curlex Enforcer (Unvegetated)
2.8
5.09 Permanent
Yes
Curlex Enforcer (Vegetated)
4.91
15.7 Permanent
Yes
Curlex High Velocity (HV)
2.8
5.09 36+
Yes
66a-'-' Curlex l
2.05
2.74 UA to 18
Yes
Curlex I CL
1.96
2.51 up to 15
Yes
Curlex I CL QuickMow (White Net)
1.96
2.51 up to 3
Yes
Curlex I QuickMow (White Net)
2.05
2.74 up to 3
Yes
Curlex 11
2.33
3.53 up to 24
Yes
Curlex II .98
2.46
3.92 up to 30
N/A
Curlex 11 CL
2.08
2.82 up to 18
Yes
Curlex 11 CL QuickMow (White Net)
2.08
2,82 up to 3
Yes
Curlex II QuickMow, (White Net)
2.33
3.53 up to 3
Yes
Curlex 111
2.46
3.92 up to 36
Yes
Curlex NetFree
1.55
1,57 up to 18
Yes
Recyclex TRM (Unvegetated)
2.85
5.3 Permanent
Yes
Recyclex TRM (Vegetated)
5A5
17.2 Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.83
5.2 Permanent
Yes
Recyclex TRM-V (Vegetated)
4.39
12.5 Permanent
Yes
TriNet Coconut (Unvegetated)
2.78
5.02 Permanent
N/A
TriNet Coconut (Vegetated)
5.38
18.8 Permanent
N/A
TriNet Curlex (Unvegetated)
2.78
5.02 Permanent
N/A
TriNet Curlex (Vegetated)
5.6
20.4 Permanent
N/A
TriNet Recyclex (Unvegetated)
2.78
5.02 Premanent
N/A
TriNet Recyclex (Vegetated)
5.81
21.9 Permanent
N/A
TriNet Straw/Coconut (Unvegetated)
2.78
5.02 Permanent
N/A
TriNet Straw/Coconut (Vegetated)
4.91
15.7 Permanent
N/A
Mar 271h, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.37
Froude: 1.32
Project Information
Designers Name: Kevin Garton
American _
Excelsior
Company°
lw
Earth Science Division
3/27/19
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.0415
Design Discharge (Q) [ft3/sec]: 4.498
O,o (0.45)(1.42 ac) (7.04 in/hr)
Velocity [ft/sec]: 3.9
Shear [lb/ft']: 0.959
Designers Title: engineer
Designers Organization: Engineering Consulting
�TA, Project Name: Snow Camp Mine
Project Number: 2190335 i Project Location (City, State): Alamance County, North Carolina
Project Segment: Access Road (East Side) 8-i-50 to 4fidV Applications(s):
Project Description: Project Bid Date: --
Project Start Date: --
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
TriNet Curlex (Vegetated)
American ddbh
Excelsior
Company°
qw
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for : North Carolina
Product Comparison Chart
Mar 271h, 2019
WWW.EROSIONWORKS.COM

Rolled Erosion Control Products
Velocity
Shear Stress
Functional Longevity
DOT Approved
AEC Premier Coconut
1.92
2.35
(months)
up to 36
(for channels)
Yes
AEC Premier Straw DN QM (White Net)
1.7
1.82
up to 3
Yes
AEC Premier Straw Double Net
1.7
1.82
up to 12
Yes
AEC Premier Straw Single Net
1.6
1.62
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.6
1.62
up to 3
Yes
AEC Premier Straw/Coconut
1.81
2.09
up to 24
Yes
Curlex Enforcer (Unvegetated)
2.31
3.39
Permanent
Yes
Curlex Enforcer (Vegetated)
4.06
10.4
Permanent
Yes
Curlex High Velocity (HV)
2.31
3,39
36+
Yes
Curlex 1
1.7
1.82
up to 18
Yes
Curlex I CL
1.62
1.67
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.62
1.67
up to 3
Yes
Curlex I QuickMow (White Net)
1.7
1.82
up to 3
Yes
Curlex II
1,92
2.35
up to 24
Yes
Curlex 11 .98
2.03
2.61
up to 30
N/A
Curlex 11 CL
1.72
1.88
up to 18
Yes
Curlex II CL QuickMow (White Net)
1.72
1.88
up to 3
Yes
Curlex 11 QuickMow (White Net)
1.92
2.35
up to 3
Yes
Curlex 111
2.03
2.61
up to 36
Yes
Curlex NetFree
1.28
1.04
up to 18
Yes
Recyclex TRM (Unvegetated)
2.36
3.52
Permanent
Yes
Recyclex TRM (Vegetated)
4.26
11.5
Permanent
Yes
Recyclex TRM-V (Unvegetated)
2.34
3.46
Permanent
Yes
Recyclex TRM-V (Vegetated)
3.63
8.34
Permanent
Yes
TriNet Coconut (Unvegetated)
2.3
3.34
Permanent
N/A
TriNet Coconut (Vegetated)
4.44
12.5
Permanent
N/A
TriNet Curlex (Unvegetated)
2.3
3.34
Permanent
N/A
TriNet Curlex (Vegetated)
4.63
13.6
Permanent
N/A
TriNet Recyclex (Unvegetated)
2.3
3.34
Premanent
N/A
TriNet Recyclex (Vegetated)
48
14.6
Permanent
N/A
TriNet Straw/Coconut (Unvegetated)
2.3
3.34
Permanent
N/A
TriNet Straw/Coconut (Vegetated)
4.06
10.4
Permanent
N/A
Mar 27th, 2019
W W W. EROSION WORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (ZI) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.414
Froude: 2.19
Project Information
Designers Name: Andrew Cheek
Designers Organization: LaBella
Project ANwiibcr-- CGEs PWO' , L? �&457-51-0
Project 5egm cnt�_7y_/ Y#,O D a
Project Description: u �r
Project Start Date: --
American
Excelsior
Company®
mw
Earth Science Division
4/19/19
ATC
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.1097
Design Discharge (Q) [ft'/sec]: 9.09
Q,o=(0.45)(7.04in/hr)(2.87 Ac)
Velocity [ft/sec]: 6.78
Shear [lb/ft2]: 2.83
Designers Title: engineer
Project Name: Snow Camp Mine
Project Location (City, State): Alamance County, North Carolina
Applications(s):
Project Bid Date: --
Apr 19th, 2019
W W W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American
Excelsior
Company°
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for: North Carolina
Product Comparison Chart
Apr 19th, 2019
WW W.EROSIONWORKS.COM

M
Rolled Erosion Control Products
Velocity
Shear Stress Functional Longevity
DOT Approved
AEC Premier Coconut
1.13
(months)
0.795 up to 36
(for channels)
Yes
AEC Premier Straw DN QM (White Net)
0.995
0.618 up to 3
Yes
AEC Premier Straw Double Net
0.995
0 618 up to 12
Yes
AEC Premier Straw Single Net
0.936
0.548 up to 12
Yes
AEC Premier Straw SN QM (White Net)
0.936
0.548 up to 3
Yes
AEC Premier Straw/Coconut
1.06
0.707 up to 24
Yes
Curlex Enforcer (Unvegetated)
1.36
1.15 Permanent
Yes
Curlex Enforcer (Vegetated)
2.38
3.53 Permanent
Yes
S� Curex High Velocity (HV)
1.36
1.15 36+
Yes
Curlex 1
0,995
0.618 up to 18
Yes
Curlex I CL
0.951
0.565 up to 15
Yes
Curlex I CL QuickMow (White Net)
0.951
0.565 up to 3
Yes
Curlex I QuickMow (White Net)
0.995
0.618 up to 3
Yes
' Curlex If
1.13
0.795 up to 24
Yes
Curlex II .98
1.19
0.883 up to 30
NIA
Curlex II CL
1.01
0.636 up to 18
Yes
Curlex II CL QuickMow (White Net)
1.01
0.636 up to 3
Yes
Curlex II QuickMow (White Net)
1.13
0.795 up to 3
Yes
Curlex III
1.19
0.883 up to 36
Yes
Curlex NetFree
0.752
0.353 up to 18
Yes
Recyclex TRM (Unvegetated)
1.38
1.19 Permanent
Yes
Recyclex TRM (Vegetated)
2.49
3.89 Permanent
Yes
Recyclex TRM-V (Unvegetated)
1,37
1.17 Permanent
Yes
Recyclex TRM-V (Vegetated)
2,13
2.83 Permanent
Yes
TriNet Coconut (Unvegetated)
1,35
1.13 Permanent
N/A
TriNet Coconut (Vegetated)
2.61
4.24 Permanent
N/A
TriNet Curlex (Unvegetated)
1.35
1.13 Permanent
N/A
TriNet Curlex (Vegetated)
2.71
4.59 Permanent
NIA
TriNet Recyclex (Unvegetated)
1.35
1,13 Premanent
N.!A
TriNet Recyclex (Vegetated)
2.81
4.95 Permanent
NIA
TriNet Straw/Coconut (Unvegetated)
1.35
1.13 Permanent
N/A
TriNet Straw/Coconut (Vegetated)
2.38
3.53 Permanent
N/A
Apr 19th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.417
Froude: 1.51
Project Information
Designers Name: Andrew Cheek
American
Excelsior
Company°
qw
Earth Science Division
4/19/19
ATC
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.0533
Design Discharge (Q) [ft'/sec]: 6.40
Q,o=(0.45)(7.04in/hr)(2.02 Ac)
Velocity [ft/sec]: 4.71
Shear [lb/ft2]: 1.39
Designers Title: engineer
Designers Organization: LaBella Project Name: Snow Camp Mine
Project Number: 2190335 Project Location (City, State): Alamance County, North Carolina
see ASS p p�rwE���4�
Project Segment: Applications(s):
5 j LA{-&Q 1-b sfa E�
Project Descriptli'.7 : f3&4Wf'A— Project Bid Date: --
Project Start Date: --
Apr 19th, 2019
W W W.EROSIONW ORKS.COM

Trapezoidal Channel
Analysis Result
American
Excelsior
Company RW
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for: North Carolina
Product Comparison Chart
Apr 19th, 2019
WWW.EROSIONWORKS.COM

Rolled Erosion Control Products
Velocity
Shear Stress
Functional Longevity
DOT Approved
AEC Premier Coconut
1.63
1.62
(months)
up to 36
(for channels)
Yes
AEC Premier Straw DN QM (White Net)
1.43
1.26
up to 3
Yes
AEC Premier Straw Double Net
1.43
1.26
up to 12
Yes
AEC Premier Straw Single Net
1.35
1.12
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.35
1.12
up to 3
Yes
AEC Premier Straw/Coconut
1.53
1.44 1
up to 24
Yes
Curlex Enforcer (Unvegetated)
1.95
2.34
Permanent
Yes
Curlex Enforcer (Vegetated)
3.43
7.19
Permanent
Yes
Curlex High Velocity (HV)
1.95
2.34
36+
Yes
Curlex 1
1.43
1.26
up to 18
Yes
Curlex I CL
1.37
1.15
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.37
1.15
up to 3
Yes
Curlex I QuickMow (White Net)
1.43
1.26
up to 3
Yes
Curlex 11
1.63
1.62
up to 24
Yes
Curlex 11.98
1.71
1.8
up to 30
N/A
Curlex 11 CL
1.45
1.29
up to 18
Yes
Curlex II CL QuickMow (White Net)
1.45
1.29
up to 3
Yes
Curlex II QuickMow (White Net)
1.63
1.62
up to 3
Yes
Curlex 111
1.71
1.8
up to 36
Yes
Curlex NetFree
1.08
0.719
up to 18
Yes
Recyclex TRM (Unvegetated)
1.99
2-43
Permanent
Yes
Recyclex TRM (Vegetated)
3.59
7.91
Permanent
Yes
Recyclex TRM-V (Unvegetated)
1.97
2.39
Permanent
Yes
Recyclex TRM-V (Vegetated)
3.07
5.76
Permanent
Yes
TriNet Coconut (Unvegetated)
1.94
2.3
Permanent
N/A
TriNet Coconut (Vegetated)
3.75
8.63
Permanent
N/A
TriNet Curlex (Unvegetated)
1.94
2.3
Permanent
N/A
TriNet Curlex (Vegetated)
3.91
9.35
Permanent
N/A
TriNet Recyclex (Unvegetated)
1.94
2.3
Premanent
N/A
TriNet Recyclex (Vegetated)
4.06
10.1
Permanent
N/A
TriNet Straw/Coconut (Unvegetated)
1.94
2.3
Permanent
N/A
TriNet Straw/Coconut (Vegetated)
3.43
7.19
Permanent
N/A
Apr 19th, 2019
WWW.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (ZI) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.346
Froude: 2.17
Project Information
Designers Name: Andrew Cheek
American _
Excelsior
Company
qw
Earth Science Division
4/19/19
ATC
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.1155
Design Discharge (Q) [ft'/sec]: 6.56
Q1o=(0.45)(7.04in/hr)(2.07 Ac)
Velocity [ft/sec]: 6.25
Shear [lb/ft']: 2.49
Designers Title: engineer
Designers Organization: LaBella Project Name: Snow Camp Mine
Project Number: 2190335 Rum Project Location (City, State): Alamance County, North Carolina
gment: ,!' (Sr srnE)
Project Se'Iq Applications(s):
Project Description: + Project Bid Date: --
Project Start Date: --
Apr 19th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American
Excelsior
Company
RW
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for: North Carolina
Product Comparison Chart
Apr 19th, 2019
WW W.EROSIONWORKS.COM

1 AEC Premier Coconut
1.19
0.904
up to 36
AEC Premier Straw DN QM (White Net)
i
1.05
0.703
up to 3
AEC Premier Straw Double Net
1.05
0.703
up to 12
AEC Premier Straw Single Net
0.986
0.622
up to 12
AEC Premier Straw SN QM (White Net)
0.986
0.622
up to 3
AEC Premier Straw/Coconut
1.12
0.803
up to 24
Curlex Enforcer (Unvegetated)
1.43
1.31
Permanent
Curlex Enforcer (Vegetated)
2.5
4.02
Permanent
Curlex High Velocity (HV)
1.43
1.31
36+
Curlex 1
1.05
0.703
up to 18
Curlex I CL
1
0,643
up to 15
Curex I CL QuickMow (White Net)
1
0.643
up to 3
Curlex I QuickMow (White Net)
1.05
0.703
up to 3
Curlex II
1.19
0.904
up to 24
Curlex II .98
1.25
1
up to 30
Curlex II CL
1.06
0.723
up to 18
Curlex II CL QuickMow (White Net)
1.06
0.723
up to 3
Curlex I10uickMow (White Net)
1.19
0.904
up to 3
cure. III
1.25
1
up to 36
Curlex NetFree
0.792
0.402
up to 18
Recyclex TRM (Unvegetated)
1.46
1.36
Permanent
Recyclex TRM (Vegetated)
2.63
4.42
Permanent
Recyclex TRM-V (Unvegetated)
1.44
1.33
Permanent
Recyclex TRM-V (Vegetated)
2.24
3.21
Permanent
TriNet Coconut (Unvegetated)
1.42
1.29
Permanent
TriNet Coconut (Vegetated)
2.74
4.82
Permanent
TriNet Curlex (Unvegetated)
1.42
1.29
Permanent
TriNet Curlex (Vegetated)
2.85
5.22
Permanent
TriNet Recyclex (Unvegetated)
1.42
1.29
Premanent
TriNet Recyclex (Vegetated)
2.96
5.62
Permanent
TriNet Straw/Coconut(Unvegetated)
1.42
1.29
Permanent
TriNet Straw/Coconut (Vegetated)
2.5
4.02
Permanent
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
NIA
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
NIA
NIA
NIA
NIA
WA
NIA
NIA
NIA
Apr 19th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.05
Left -Side Slope (Zl) [H:1V]: 2
Bottom Width (B) [ft]: 3
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.544
Froude: 1.45
Project Information
Designers Name: Kevin Garton
Designers Organization: Engineering Consulting
Project Number: 2190335
Project Segment: SK #8 to Strcmm 7 �`
Project Description:
Project Start Date: --
American glob
Excelsior
Company
Earth Science Division
3/27/19�
Left Manning's n-Value (Nl): 0.05
Right -Side Slope (Zr) [H:1 V]: 2
Bed Slope (S) [ft/ft]: 0.0693
Design Discharge (Q) [ft'/sec]: 11.98
Q„=(0.35)(4.86 Ac)(7.04 in/hr)
Velocity [ft/sec]: 5.38
Shear [lb/ftz]: 2.35
Designers Title: engineer
Project Name: Snow Camp Mine
Project Location (City, State): Alamance County, North Carolina
Applications(s):
Project Bid Date: --
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American Afth
Excelsior
Company°
qw
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for : North Carolina
Product Comparison Chart
Mar 27th, 2019
+NW W.EROSION WORKS.COM

AEC Premier Coconut 1.19 0.957 4 up to 36 Yes
AEC Premier Straw DN QM (White Net) 1.05 0.745 up to 3 Yes
AEC Premier Straw Double Net 1.05 0.745 up to 12 Yes
AEC Premier Straw Single Net 0.986 0.66 up to 12 Yes
AEC Premier Straw SN QM (White Net) 0.986 0.66 up to 3 Yes
AEC Premier Straw/Coconut 1.12 0.851 up to 24 Yes
Curlex Enforcer (Unvegetated) 1.43 1.38 Permanent Yes
Curlex Enforcer (Vegetated) 2.51 4.26 Permanent Yes
Curlex High Velocity (HV) 1.43 1 1.38 36+ Yes
Curlex 1 1.05 0.745 up to 18 Yes
Curlex I CL 1 0.681 up to 15 Yes
Curlex I CL QuickMow (White Net) 1 0.681 up to 3 Yes
Curlex I QuickMow (White Net) 1.05 0.745 up to 3 Yes
Curlex II 1.19 0.957 up to 24 Yes
Curlex 11,98 1.25 1.06 up to 30 NIA
Curlex II CL 1.06 0.766 up to 18 Yes
Curlex II CL QuickMow (White Net) 1.06 0.766 up to 3 Yes
1 Curlex II QuickMow (White Net) 1.19 0.957 up to 3 Yes
vp fa es
Curlex NetFree 0.792 0.426 up to 18 Yes
1�1t Recyclex TRM (Unvegetated) 1.46 1.44 Permanent Yes
rl �t Recyclex TRM (Vegetated) 2.63 4.68 Permanent Yes
Recyclex TRM-V (Unvegetated) 1.44 1.41 Permanent Yes
Recyclex TRM-V (Vegetated) 2.24 3.4 Permanent Yes
TriNet Coconut (Unvegetated) 1.42 1.36 Permanent N/A
TriNet Coconut (Vegetated) 2.74 5.11 Permanent N/A
TriNet Curlex (Unvegetated) 1.42 1.36 Permanent N/A
TriNet Curlex (Vegetated) 2.86 5.53 Permanent N/A
TriNet Recyclex (Unvegetated) 1.42 1.36 Premanent N/A
TriNet Recyclex (Vegetated) 2.96 5.96 Permanent N/A
TriNet Straw/Coconut (Unvegetated) 1.42 1.36 Permanent N/A
TriNet Straw/Coconut (Vegetated) 2.51 4.26 Permanent N/A
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.187
Froude: 1.72
Project Information
Designers Name: Kevin Garton
American
Excelsior
Company"
qw
Earth Science Division
3/27/19
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.085
Design Discharge (Q) [ft3/sec]: 1.83
Q,o 0.45(0.58 Ac)(7.04 in/hr)
VeIociry [ft/sec]: 3.83
Shear [lb/ft'],. 0.99
Designers Title: engineer
Designers Organization: Engineering Consulting Project Name: Snow Camp Mine
Project Number: 2190335 ST* Project Location (City, State): Alamance County, North Carolina
704-.a a
Project Segment: Access Road (East Side) 17+50 to pplications(s):
Prcjwt Dcscriptinn: Project Bid Date: --
Project Start Date: --
Mar 27th, 2019
W W W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American _
Excelsior
Company
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for: North Carolina
Product Comparison Chart
Mar 27th, 2019
WW W.EROSIONWORKS.COM

AEC Premier Coconut
1.75
2.27
AEC Premier Straw DIN QM (White Net)
1.54
1.77
AEC Premier Straw Double Net
1.54
1.77
AEC Premier Straw Single Net
1.45
1.57
AEC Premier Straw SN QM (White Net)
1.45
1.57
AEC Premier Straw/Coconut
1.65
2.02
Curlex Enforcer (Unvegetated)
2.1
3.28
Curlex Enforcer (Vegetated)
3.69
10.1
Curlex High Velocity (HV)
2.1
3.28
up to 36
upto3
up to 12
up to 12
upto3
up to 24
Permanent
Permanent
36+
up to I-&-
Curlex I CL
1.47
1.62
up to 15
Curlex I CL QuickMow (White Net)
1.47
1.62
up to 3
Curlex I QuickMow (White Net)
1.54
1.77
up to 3
Curlex II
1.75
2.27
up to 24
Curlex 11.98
1.84
2.53
up to 30
Curlex 11 CL
1.56
1.82
up to 18
Curlex 11 CL QuickMow (White Net)
1.56
1.82
up to 3
Curlex 11 QuickMow (White Net)
1.75
2.27
up to 3
% �'e Curlex III
1.84
1.17
up to 36
Curlex NetFree
1.01
up to 18
Recyclex TRM (Unvegetated)
214
3.41
Permanent
Recyclex TRM (Vegetated)
3.87
11.1
Permanent
Recyclex TRM-V (Unvegetated)
2.12
3.35
Permanent
Recyclex TRM-V (Vegetated)
3.3
8.08
Permanent
TriNet Coconut (Unvegetated)
2.09
3.23
Permanent
TriNet Coconut (Vegetated)
4.04
12.1
Permanent
TriNet Curlex (Unvegetated)
2.09
3.23
Permanent
TriNet Curlex (Vegetated)
4.2
13.1
Permanent
TriNet Recyclex (Unvegetated)
2.09
3.23
Premanent
TriNet Recyclex (Vegetated)
4.36
14.1
Permanent
TriNet Straw/Coconut (Unvegetated)
2.09
3.23
Permanent
TriNet Straw/Coconut (Vegetated)
3.69
10.1
Permanent
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
►'es
Yes
Yes
Yes
Yes
N/A
Yes
Yes
Yes
Yes
r
Yes
Yes
Yes
Yes
Yes
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (Zl) [H:1 V]: 3
Bottom Width (B) [ft]: 2
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.303
Froude: 2.15
Project Information
American gift
Excelsior
Company
qw
Earth Science Division
4/19/19
ATC
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 3
Bed Slope (S) [ft/ft]: 0.1144
Design Discharge (Q) [ft3/sec]: 5.16
Q,o=(0.45)(7.04in/hr)(1.63 Ac)
Velocity [ft/sec]: 5.86
Shear [lb/ft']: 2.16
Designers Name: Andrew Cheek Designers Title: engineer
Designers Organization: LaBella Project Name: Snow Camp Mine
Project Number: 2190335 roject Location (City, State): Alamance County, North Carolina
��lJ�WElrsr���
Project Segment: F&-ry S� ►J4 /3t'f rr-;*ZrApplications(s):
Project Description: s '1db Project Bid Date: --
Project Start Date: --
Apr 19th, 2019
W W W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American
Excelsior
Company
Earth Science Division
Best
TriNet Coconut (Vegetated) TriNet Curlex (Vegetated) r
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for: North Carolina
Product Comparison Chart
Apr 19th, 2019
W W W.EROSIONWORKS.COM

AEC Premier Coconut
1.24
1.04
up to 36
Yes
AEC Premier Straw DN QM (White Net)
1.09
0.81
up to 3
Yes
AEC Premier Straw Double Net
1.09
0.81
up to 12
Yes
AEC Premier Straw Single Net
1.03
0.718
up to 12
Yes
AEC Premier Straw SN QM (White Net)
1.03
0.718
up to 3
Yes
AEC Premier Straw/Coconut
1.17
0.926
up to 24
Yes
Curlex Enforcer (Unvegetated)
1.49
1.5
Permanent
Yes
Curlex Enforcer (Vegetated)
2.61
4.63
Permanent
Yes
Curlex High Velocity (HV)
1.49
1.5
36+
Yes
Curlex 1
1.09
0.81
up to 18
Yes
Curlex I CL
1.04
0.741
up to 15
Yes
Curlex I CL QuickMow (White Net)
1.04
0.741
up to 3
Yes
Curlex I QuickMow (White Net)
1.09
0.81
up to 3
Yes
---•- L. -
lam- ---
I - v «
%,- - - - - -
Curlex II .98
1.31
1.16
up to 30 N/A
Curlex II CL
1.11
0,833
III
up to 18 Yes
Curlex II CL QuickMow (White Net)
1.11
0.833
up to 3 Yes
rle I QuickMow (White Net)
1.24
1-04
up to 3 Yes
CSC S'e. Curlex 111
1.31
4 1.16
up to 36 Yes / �� A-
��
urlex NetFree
0.826
0.463
up to 18 Yes
Recyclex TRM (Unvegetated)
1.52
1-56
Permanent Yes
Recyclex TRM (Vegetated)
2.74
5.09
Permanent Yes
Recyclex TRM-V (Unvegetated)
1.51
1.54
Permanent Yes
Recyclex TRM-V (Vegetated)
2.34
3.7
Permanent Yes
TriNet Coconut (Unvegetated)
1.48
1.48
Permanent N/A
TriNet Coconut (Vegetated)
2.86
5.56
Permanent N/A
TriNet Curlex (Unvegetated)
1.48
1.48
Permanent N/A
TriNet Curlex (Vegetated)
2.98
6.02
Permanent N/A
TriNet Recyclex (Unvegetated)
1.48
1.48
Premanent N/A
TriNet Recyclex (Vegetated)
3.09
6.48
Permanent N/A
TriNet Straw/Coconut (Unvegetated)
1.48
1.48
Permanent N/A
TriNet Straw/Coconut (Vegetated)
2.61
4.63
Permanent N/A
Apr 19th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel Analysis
Project Info
User Input
Bed Manning's n-Value (Nc): 0.032
Right Manning's n-Value (Nr): 0.032
Left -Side Slope (Zl) [H:1 V]: 2
Bottom Width (B) [ft]: 3
Bend Coefficient (Kb): 1
Hydraulic Results
Depth [ft]: 0.619
Froude: 0.855
Project Information
American difth
Excelsior
Company"
Earth Science Division
3/27/19�
C/
Left Manning's n-Value (Nl): 0.032
Right -Side Slope (Zr) [H:1 V]: 2
Bed Slope (S) [ft/ft]: 0.015
Design Discharge (Q) [ft3/sec]: 8.82
0=0.35 (7.04 in/hr)(3.58 Ac)
Velocity [ft/sec]: 3.36
Shear [lb/ftz]: 0.58
Designers Name: Kevin Garton Designers Title: engineer
Designers Organization: Engineering Consulting Project Name: Snow Camp Mine
Project Number: 2190335 Project Location (City, State): Alamance County, North Carolina
Project Segment: SK #11 to Outfall CSIrr�.n auk' Applications(s):
Project Description: Project Bid Date: --
Project Start Date: --
Mar 27th, 2019
WW W.EROSIONWORKS.COM

Trapezoidal Channel
Analysis Result
American
Excelsior
Company
qw
Earth Science Division
Stability factors less than one are highlighted RED and mean the material is likely to fail if the calculated hydraulic conditions
are encountered.
DOT Approvals for : North Carolina
Product Comparison Chart
Mar 27th, 2019
WW W,EROSIONWORKS.COM

AEC Premier Coconut 2.43
3.88
up to 36
Yes
AEC Premier Straw DN QM (White Net) 2.15
3.02
up to 3 I
Yes
AEC Premier Straw Double Net 2.15
3.02
up to 12
Yes
AEC Premier Straw Single Net 2.02
2.67
up to 12
I
Yes
AEC Premier Straw SN QM (White Net) 2.02
2.67
j up to 3
Yes
AEC Premier Straw/Coconut 2.29
3.45
up to 24
Yes
Curlex Enforcer (Unvegetated) 2.93
5.6
Permanent
Yes
Curlex Enforcer (Vegetated) 5.13
17.2
Permanent
Yes
Curlex High Velocity (HV) 2.93
5.6
36+
Yes
Curlex 1 2-15
3.02
up to 18
Yes
Curlex I CL 2.05
2.76
up to 15
Yes
Curlex I CL QuickMow (White Net) 2.05
2.76
up to 3
Yes
Curlex I QuickMow (White Net) 2.15
3.02
up to 3
Yes
Curlex II 2.43
3.88
up to 24
Yes
Curlex II .98 2.57
4.31
up to 30
N/A
Curlex II CL 2.18
3.1
up to 18
Yes
Curlex II CL QuickMow (White Net) 2.18
3.1
up to 3
Yes
Curlex II QuickMow (White Net) I 2.43
3.88
up to 3
Yes
Curlex III 2.57
4.31
up to 36
Yes
`j
Curlex NetFree I 1.62
1 J2
up to 18
Yes
Recyclex TRM (Unvegetated) 2.98
5.83
Permanent
Yes
Recyclex TRM (Vegetated) 5.38
19
Permanent
Yes
Recyclex TRM-V (Unvegetated) 2.96
5.72
Permanent
Yes
Recyclex TRM-V (Vegetated) 4.59
13.8
Permanent
Yes
TriNet Coconut (Unvegetated) 2.9
5.52
Permanent
N/A
TriNet Coconut (Vegetated) 5.62
20.7
Permanent
N/A
TriNet Curlex (Unvegetated) 2.9
5.52
Permanent
N/A
TriNet Curlex (Vegetated) 5.85
22.4
Permanent
N/A
TriNet Recyclex (Unvegetated) 2.9
5.52
Premanent
N/A
TriNet Recyclex (Vegetated) 6.07
24.1
Permanent
N/A
TriNet Straw/Coconut (Unvegetated) 2.9
5.52
Permanent
N/A
TriNet Straw/Coconut (Vegetated) 5.13
17.2
Permanent
N/A
Mar 27th, 2019
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