SW6231201_Design Calculations_20240305

DUKE ENERGY CAROLINAS
ERWIN—FAYETTEVILLE EAST 115KV
OLD BLUFF CHURCH ROAD LAYDOWN YARD
CUMBERLAND COUNTY, NORTH CAROLINA
DATE: MARCH 5TH, 2024
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DUKE ENERGY CAROLINAS
ERWIN-FAYETTEVILLE EAST 115KV
OLD BLUFF CHURCH ROAD LAYDOWN YARD
CUMBERLAND COUNTY, NORTH CAROLINA
EROSION CONTROL NARRATIVE
PROJECT NUMBER: DKE-22043
ANALYZED BY: SHANE PIERCE
CHECKED BY: NICK PARKS, PE
DATE: MARCH 5TH, 2024
1 1
MCADAMS �•�`o��N C ROB'
THE JOHN R. MCADAMS COMPANY, INC. °°0FESS/0°•°
621 HILLSBOROUGH STREET °44 SEAL 035619
SUITE 500 = e =
RALEIGH, NORTH CAROLINA 27603 %1,6°° GIN' ;•°° t-9°
NC LIC. # C-0293, C-187 NiCh f ...................................
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Parks'"n' " `@m adamscocom
Date:2024.03.05 14:35:59-05'00'

ILII
MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
Table of Contents
1.0 Introduction 2
1.1 Project Location and Description 2
2.0 Erosion and Sediment Control Measures 2
2.1 Temporary Gravel Construction Entrance/Exit 2
2.2 Silt Fence 2
3.0 Vegetative Stabilization 2
4.0 Maintenance 3
4.1 Temporary Gravel Construction Entrance/Exit 3
4.2 Silt Fence/Silt Fence Outlets 3
5.0 Erosion Control Methodology 3
5.1 Staging 3
5.2 Silt Fence 3
5.3 Swale Lining Calculations 3
5.4 Riprap Dissipator Pad Calculations 4
6.0 Appendix 5
Appendix A Project Exhibits 6
Appendix B NOAA Rainfall Intensity, Duration, and Frequency Data 7
Appendix C Drainage Area Maps 8
Appendix D Erosion Control Channel and Outlet Protection Design 9
Appendix E Property Deed 10
creating experiences through experience 621 Hillsborough Street,Suite 500,Raleigh,NC.27603/919.361.5000

IM
MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
1.0 Introduction
1.1 Project Location and Description
The proposed Erwin-Fayetteville East 115kV — Old Bluff Church Road Laydown Yard project is located in
Cumberland County, North Carolina. The project is along an existing transmission corridor and will require Duke
Energy to obtain a leased parcel within Cumberland County. The prior use of the existing parcels effected varies,
however the project will not change the existing land use. Prior to construction, a Duke Energy construction
contractor will install erosion control measures to encompass the anticipated construction limits. Predevelopment
conditions will be restored, and the area will be stabilized prior to completion of construction. An avoidance and
minimization of disturbance approach has been incorporated into the design of the erosion control measures by
utilizing existing access points and stabilized right-of-way access routes, whenever possible. Erosion control
measures are indicated herein for permitting use only by NCDEQ.The initial project duration is anticipated to start
in September 2024 and be completed in June 2025.
The storm drainage from this project drains to the Cape Fear River, "WS-C".
The site is within the Cape Fear River Basin. The entire site disturbance area is approximately XX.XX acres. This
report pertains solely to the Erwin-Fayetteville East 115kV—Old Bluff Church Road Laydown Yard project.
2.0 Erosion and Sediment Control Measures
All vegetative practices and erosion and sediment control features shall be designed,constructed,and maintained
to control runoff resulting from the 2-and 10-year frequency storms.
2.1 Temporary Gravel Construction Entrance/Exit
A construction entrance will be needed to clean the tires of vehicles and equipment during wet conditions. There
is a low potential for tracking mud and sediment onto adjacent local streets, however a construction entrance will
be proposed to minimize impacts offsite.
2.2 Silt Fence
Silt fences will be provided down gradient of the proposed site impacts at the locations shown on the drawings.
The sediment fences will act as a filter for sediment laden runoff flowing from nearby construction areas.Silt fence
outlets will be placed at any low points along the silt fence to allow collected runoff to pass through without
overwhelming the fencing. A double row silt fence design will be utilized at temporary stockpile areas.
3.0 Vegetative Stabilization
Vegetative cover shall be re-established within 14 calendar days or less as per NPDES Stabilization Requirements
after completion of the activity. See the table on Sheet 2 of the Land Disturbance plans for more information on
stabilization timelines.Temporary and permanent seeding specifications area included on Sheet 2.
creating experiences through experience 2 of 10

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MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
4.0 Maintenance
4.1 Temporary Gravel Construction Entrance/Exit
Maintain the gravel pad in a condition to prevent mud or sediment from leaving the construction site. This may
require periodic top dressing with 2-inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out, as necessary. Immediately remove all objectionable materials spilled, washed, or tracked onto
any roadway.
4.2 Silt Fence/Silt Fence Outlets
Silt fence and silt fence outlets shall be inspected at least once a week and after each rainfall (1-inch or greater).
Should the fabric of a silt fence collapse, tear, decompose, or become ineffective, replace it promptly. Remove
accumulated sediment as necessary when one-third of the storage capacity is reached to provide adequate
storage volume for the next rain and to reduce pressure on the fence. Take care to avoid undermining the fence
during cleanout. Remove all materials and unstable sediment deposits and bring the area to grade and stabilize it
after the contributing drainage area has been properly stabilized. At the outlets remove sediment contaminated
stone and replace, as necessary.
5.0 Erosion Control Methodology
5.1 Staging
The erosion control plan addresses the complete construction activities for this temporary laydown yard. The
plans include an Erosion Control Plan Stage 1 that places erosion control measures for the initial site installation
activities. Stage 2 shows the temporary site installations being removed with erosion control measures in place.
5.2 Silt Fence
The existing drainage patterns of the site exist in such a way that less than an acre of land contributes runoff to
an existing drainage structure. The proposed layout creates the same scenario of less than an acre of land
contributing runoff to any drainage structure.
5.3 Swale Lining Calculations
Swale lining calculations were performed using calculated velocities and shear stress values based on static flow
equations and interpolating Manning's n value per Chapter 8 of the NCDEMLR Erosion and Sediment Control
Planning and Design Manual. Permanent lining calculations are based on the 10-year storm while the temporary
lining calculations are based on the 2-year storm. A temporary lining has been specified for all swales based on a
velocity of 2 ft/s or greater. The existing drainage patterns of the site exist in such a way that less than an acre of
land contributes runoff to an existing drainage structure. The proposed layout creates the same scenario of less
than an acre of land contributing runoff to any drainage structure. These calculations are included in the Erosion
Control Channel Design spreadsheet in Appendix D.
creating experiences through experience 3 of 10

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MA CADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
5.4 Riprap Dissipator Pad Calculations
Riprap velocity dissipater calculations were performed per NY DOT method and sizing based on Figure 8.06.b.1 of
the NCDEMLR Erosion and Sediment Control Planning and Design Manual. These calculations are included in the
Riprap Outlet Protection spreadsheet in Appendix D.
creating experiences through experience 4 of 10

MA CADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
6.0 Appendix
Appendix A—Project Exhibits
Figure 1- USGS Topo Map
Figure 2- NRCS Soil Survey
Figure 3-Aerial Map
Appendix B—NOAA Rainfall Intensity, Duration, and Frequency Data
Appendix C—Drainage Area Maps
Appendix D—Erosion Control Channel and Outlet Protection Design
Appendix E—Property Deed
creating experiences through experience 5 of 10

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MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
Appendix A
Project Exhibits
creating experiences through experience 6 of 10

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OLD BLUFF CHURCH ROAD LAYDOWN YARD
USGS TOPOGRAPHIC MAP
PROJECT#: DKE22043
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OLD BLUFF CHURCH ROAD LAYDOWN YARD
SOILS MAP
PROJECT#: DKE22043
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OLD BLUFF CHURCH ROAD LAYDOWN YARD
SITE MAP
PROJECT#: DKE22043
0 0.07 0.14 0.21 0.28 Miles CUMBERLAND COUNTY,NORTH CAROLINA MCADAMS

ILII
MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
Appendix B
NOAA Rainfall Intensity, Duration, and Frequency Data
creating experiences through experience 7 of 10

6/1/23, 10:29 AM Precipitation Frequency Data Server
NOAA Atlas 14,Volume 2,Version 3
�* Location name: Godwin,North Carolina,USA* ''� '`°
V Latitude:35.1825°,Longitude:-78.7227° . none
`i• `'' Elevation: 149 ft** i
2�� *source:ESRI Maps "s '4
%nod **source:USGS �""""'`'�
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence intervals (in inches/hour)1
Average recurrence interval(years)
Duration 1 2 5 10 25 50 100 200 500 1000
5-min 5.22 6.16 7.14 7.93 8.86 9.56 10.2 10.9 11.6 12.3
(4.75-5.77) (5.60-6.79) (6.49-7.87) (7.20-8.74) (8.02-9.74) (8.62-10.5) (9.17-11.2) (9.68-11.9) (10.3-12.8) (10.8-13.5)
10-min 4.17 4.92 5.71 6.34 7.06 7.61 8.13 8.61 9.21 9.68
(3.80-4.61) (4.48-5.43) (5.20-6.31) (5.76-6.98) (6.38-7.76) (6.86-8.35) (7.28-8.90) (7.68-9.43) (8.14-10.1) (8.49-10.6)
15-min 3.48 4.12 4.82 5.35 5.97 6.43 6.85 7.24 7.73 8.10
(3.17-3.84) (3.76-4.55) (4.38-5.32) (4.86-5.89) (5.40-6.56) (5.79-7.05) _(6.14-7.50) (6.46-7.94) (6.83-8.47) (7.10-8.88)
30-min 2.38 2.85 3.42 3.87 4.42 4.84 5.25 5.64 I 6.15 6.56
(2.17-2.63) (2.59-3.14) (3.12-3.78) (3.52-4.27) (4.00-4.86) (4.36-5.31) (4.70-5.75) (5.03-6.18) (5.44-6.74) (5.75-7.19)
60-min 1.49 I 1.79 2.19 2.52 2.94 3.28 3.61 3.95 4.41 4.78
(1.35-1.64) i (1.63-1.97) (2.00-2.42) (2.29-2.78) (2.66-3.23) (2.96-3.60) (3.24-3.96) (3.53-4.33) (3.90-4.83) (4.20-5.25)
2-hr 0.868 1.05 1.32 1.53 1.82 2.06 2.30 2.54 2.88 3.17
(0.779-0.982) (0.944-1.18) (1.18-1.48) (1.37-1.73) (1.62-2.05) (1.82-2.31) (2.02-2.58) (2.22-2.86) (2.50-3.24) (2.72-3.56)
3-hr 0.614 0.742 0.934 1.10 1.32 1.50 1.70 1.90 2.20 2.44
(0.552-0.697) (0.667-0.842) (0.837-1.06) (0.981-1.24) (1.17-1.49) (1.33-1.70) (1.49-1.91) (1.66-2.14) (1.89-2.47) (2.08-2.75)
6-hr 0.367 0.444 0.559 0.658 0.793 0.908 r 1.03 1.16 1.34 1.50
(0.331-0.412) (0.401-0.498) (0.504-0.626) (0.591-0.735) (0.707-0.884) (0.804-1.01) (0.903-1.14) (1.01-1.29) (1.15-1.49) (1.27-1.66)
-
12-hr 0.215 0.260 0.329 0.389 0.472 0.544 0.620 0.703 0.822 0.925
(0.193-0.241) (0.234-0.291) (0.296-0.369) (0.348-0.436) (0.419-0.527) (0.479-0.605) (0.540-0.689) (0.606-0.780) (0.698-0.913) (0.775-1.02)
24-hr 0.127 0.154 0.198 0.233 0.282 0.323 0.367 0.413 0.479 I 0.534
(0.117-0.139) (0.142-0.169) (0.181-0.217) (0.212-0.255) (0.257-0.309) (0.292-0.354) (0.330-0.402) (0.370-0.453) (0.426-0.527) (0.471-0.588)
2-day 0.074 0.089 0.113 0.133 0.160 0.183 0.207 0.232 0.268 0.298
(0.068-0.080) (0.082-0.097) (0.104-0.123) (0.122-0.144) (0.146-0.174) (0.166-0.199) (0.187-0.225) (0.208-0.253) (0.239-0.293)1(0.263-0.327)
3-day 0.052 0.063 0.079 0.093 0.112 0.127 0.143 0.160 0.184 0.204
(0.048-0.056) (0.058-0.068) (0.073-0.086) (0.085-0.100) (0.102-0.121) (0.116-0.137) (0.130-0.155) (0.144-0.174) (0.165-0.201) (0.181-0.223)
4-day 0.041 0.050 0.063 0.073 0.087 0.099 0.111 0.124 0.142 0.157
(0.038-0.045) (0.046-0.054) (0.058-0.068) (0.067-0.079) (0.080-0.094) (0.090-0.107) (0.101-0.120) (0.112-0.134) 10.127-0.154) (0.140-0.171)
7-day 0.027 0.033 0.041 0.047 0.056 0.063 0.070 0.078 0.089 0.097
(0.025-0.029) (0.030-0.035) (0.037-0.044) (0.043-0.051) (0.051-0.060) (0.057-0.068) (0.064-0.076) (0.070-0.085)1(0.080-0.097) (0.087-0.106)
10-day 0.022 0.026 0.032 0.036 0.042 0.047 0.053 0.058 0.065 0.071
(0.020-0.023) (0.024-0.028) (0.029-0.034) (0.034-0.039) (0.039-0.046) (0.044-0.051) (0.048-0.056) (0.053-0.062) (0.059-0.070) (0.064-0.077)
20-day 0.014 0.017 0.021 0.023 0.027 0.030 0.033 0.036 0.041 0.044
(0.013-0.015) (0.016-0.018) (0.019-0.022) (0.022-0.025) (0.025-0.029) (0.028-0.033) (0.031-0.036) (0.033-0.039) (0.037-0.044) (0.040-0.048)
30-day 0.012 0.014 0.017 0.019 0.021 0.024 0.026 0.028 0.031 0.033
(0.011-0.013) (0.013-0.015) (0.016-0.018) (0.017-0.020) (0.020-0.023) (0.022-0.025) (0.024-0.028) (0.026-0.030) (0.028-0.033) (0.030-0.035)
45-day 0.010 0.012 0.014 0.015 0.017 0.019 0.020 0.022 0.024 0.025
(0.009-0.011) (0.011-0.013) (0.013-0.015) (0.014-0.016) (0.016-0.018) (0.018-0.020) (0.019-0.022) (0.020-0.023) (0.022-0.026) (0.023-0.027)
60-day 0.009 0.011 0.012 0.013 0.015 0.016 0.018 i 0.019 0.020 0.021
(0.008-0.009) (0.010-0.011) (0.011-0.013) (0.013-0.014) (0.014-0.016) (0.015-0.017) (0.016-0.019)1(0.017-0.020) (0.019-0.022) (0.020-0.023)1
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for
a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estimates at upper bounds are not
checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical
https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=35.1825&Ion=-78.7227&data=intensity&units=english&series=pds 1/4

6/1/23, 10:29AM Precipitation Frequency Data Server
PDS-based intensity-duration-frequency (IDF) curves
Latitude: 35.1825`, Longitude: -78.7227'
Average recurrence
.....-.--....,---‹ -1
101 -. — interval
I (years)
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— 5-min — 2-day
10{nin — 3-day
c 15 mrn — 4-day
— 30-man — 7-day
+., 10-1 ---
a — 60-mm — 10-day
.� — 2-hr — 20-day
Q. .11
— 3-hr — 30-day
— 6-tlr — 45-day
10-2 — —• —• — — 12-hr — 60-day
' I I 1 2 5 10 25 50 100 200 500 1000 — 24-hr
Average recurrence interval (years)
NOAA Atlas 14,Volume 2,Version 3 Created(GMT):Thu Jun 1 14:29:56 2023
Back to Top
Maps & aerials
Small scale terrain
https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=35.1825&Ion=-78.7227&data=intensity&units=english&series=pds 2/4

6/1/23, 10:29 AM Precipitation Frequency Data Server
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https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lot=35.1825&Ion=-78.7227&data=intensity&units=english&series=pds 3/4

6/1/23, 10:29 AM Precipitation Frequency Data Server
Winston-Salem
• •
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•
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Back to Top
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring,MD 20910
Questions?:[e-mail]
Disclaimer
https://hdsc.nws.noaa.gov/pfds/pfds_printpage.html?lat=35.1825&Ion=-78.7227&data=intensity&units=english&series=pds 4/4

IM
MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
Appendix C
Drainage Area Maps
creating experiences through experience 8 of 10

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IM
MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
Appendix D
Erosion Control Channel and Outlet Protection Design
creating experiences through experience 9 of 10

Hydrology Report
Hydraflow Express Extension for Autodesk®Civil 3D®by Autodesk, Inc. Tuesday, Mar 5 2024
CLEAN WATER BYPASS
Hydrograph type = Rational Peak discharge (cfs) = 21.44
Storm frequency (yrs) = 2 Time interval (min) = 1
Drainage area (ac) = 8.710 Runoff coeff. (C) = 0.4
Rainfall Inten (in/hr) = 6.153 Tc by User (min) = 5
IDF Curve = DKE22043-LAYDOWN YARD.IDFRec limb factor = 1.00
Hydrograph Volume=6,432(cuft);0.148(acft)
Runoff Hydrograph
Q (cfs) 2-yr frequency Q (cfs)
24.00 24.00
20.00 20.00
16.00 16.00
12.00 12.00
8.00 8.00
4.00 — 4.00
0.00 0.00
0 5 10
Time (min)
Runoff Hyd - Qp = 21.44 (cfs)

Hydrology Report
Hydraflow Express Extension for Autodesk®Civil 3D®by Autodesk, Inc. Friday, Mar 1 2024
CLEAN WATER BYPASS
Hydrograph type = Rational Peak discharge (cfs) = 27.62
Storm frequency (yrs) = 10 Time interval (min) = 1
Drainage area (ac) = 8.710 Runoff coeff. (C) = 0.4
Rainfall Inten (in/hr) = 7.927 Tc by User (min) = 5
IDF Curve = DKE22043-LAYDOWN YARD.IDFRec limb factor = 1.00
Hydrograph Volume=8,285(cuft);0.190(acft)
Runoff Hydrograph
Q (cfs) 10-yr frequency Q (cfs)
28.00 28.00
24.00 24.00
20.00 20.00
16.00 16.00
12.00 12.00
8.00 8.00
4.00 4.00
0.00 0.00
0 5 10
Time (min)
Runoff Hyd - Qp = 27.62 (cfs)

Channel Report
Hydraflow Express Extension for Autodesk®Civil 3D®by Autodesk, Inc. Friday, Mar 1 2024
CLEAN WATER BYPASS
Trapezoidal Highlighted
Bottom Width (ft) = 3.00 Depth (ft) = 1.08
Side Slopes (z:1) = 3.00, 3.00 Q (cfs) = 27.63
Total Depth (ft) = 2.50 Area (sqft) = 6.74
Invert Elev (ft) = 139.50 Velocity (ft/s) = 4.10
Slope (%) = 1.00 Wetted Perim (ft) = 9.83
N-Value = 0.028 Crit Depth, Yc (ft) = 1.00
Top Width (ft) = 9.48
Calculations EGL (ft) = 1.34
Compute by: Known Q
Known Q (cfs) = 27.63
Elev (ft) Section Depth (ft)
143.00 3.50
142.00 - 2.50
141.00 1.50
v
140.00 0.50
139.00 -0.50
138.00 1 -1.50
0 2 4 6 8 10 12 14 16 18 20 22
Reach (ft)

'� MCADAMS
EROSION CONTROL CHANNEL DESIGN
Project Name: ERWIN FAYETTEVILLE 115KV-OLD BLUFF CHURCH ROAD LAYDOWN YARD Date: 6/1/2023
Project Number DKE22043 Calculated By: SMP
Channel Number:BYPASS
I. FLOW CALCULATIONS
Drainage Area= . 8.71 acres
SCS CN= 70 For newly graded areas,HSG'A'soils
Rational C= 0.40 C=0.020 x CN-1.0
Tc= 5.00 min Conservative assumption
12= 6.16 in/hr
110= 7.93 in/hr
Q2= 21.46 cfs
Q10= 27.63 cfs
II. SWALE CALCULATIONS
Proposed Channel Section
Longitudinal Slope= 1.00%
Left Sideslope= 3.00 H:V
Right Sideslope= 3.00 H:V
Maximum Vel.= 4.50 ft/s 1For established grass lined channel
Bottom Width= 3.00 ft
10-Year Storm Calculations(for Permanent Liner)
Match Manning's"n"to Calculated"n"and adjust Depth until Capacity matches Flow(Q10).
Wetted Hydraulic Liner Description/
Manning's"n" Depth Flow Area Perimeter Radius Velocity VR Flow(Q10) Capacity Shear Stress Selection Calculated
[ft] [ft2] [ft] [ft] [ft/sec] [ft2/sec] [cfs] [cfs] [Ib/ft^2]
0.046 1.3636 9.67 11.62 0.83 2.86 2.38 27.63 27.63 0.85 Tall Fescue 0.046
0.028 1.0767 6.71 9.81 0.68 4.12 n/a 27.63 27.63 0.67 ERONET P300 0.029
>NO PERMANENT LINER REQUIRED
>VELOCITY IS OKAY
>SHEAR STRESS IS OKAY
2-Year Storm Calculations(for Temporary Liner)
Depth Flow Area Wetted Perimeter Hydraulic Rad. Velocity VR Flow(Q2) Capacity Shear Stress Calculated
Manning's"n" [ft] [ft2] [ft] [ft] [ft/sec] [ft/sec] [cfs] [cfs] [Ib/ft^2] Description
0.022 0.8447 4.67 8.34 0.56 4.59 n/a 21.46 21.46 0.53 Bare Earth 0.037 1.0904 6.84 9.90 0.69 3.14 n/a 21.46 21.46 0.68 ERONET SC150 0.037
>CHANNEL UNSTABLE-TEMPORARY LINER REQUIRED
>VELOCITY IS OKAY
>SHEAR STRESS IS OKAY
Liner Longevity->24 Months
Permanent Liner Specifications- NO LINER REQUIRED
Allowabe Partially Vegetated Allowable Partially Vegetated
Matrix Netting Velocity(f/s) Shear Stress[Ib/ft^2]
#N/A MA #N/A #N/A
T=Top;B=Bottom;M=Middle
Temporary Liner Specifications- ERONET SC150
Matrix Netting Allowabe Unvegetated Allowable Partially Vegetated
Velocity(f/s) Shear Stress[lb/ft^2]
70%Straw Fiber-0.351b/sy T:Heavyweight photodegradable w/UV additives-
30%Coconut Fiber-0.151b/sy 31b/I000sf B:Lightweight 8.0 2.00
T=Top;B=Bottom;M=Middle

'J MCADAMS
DESIGN OF RIPRAP OUTLET PROTECTION WORKSHEET
Project: EF 115KV-OLD BLUFF CHURCH ROAD LAYDOWN YARD Date: 3/4/2024
Project Number: DKE22043 Calculated By: SMP
Outlet Number: 1
Outlet flowrate= 27.63 cfs
Pipe diameter= 36 inches
Number of pipes= 1
Pipe separation= 0 feet
Outlet Velocity= 4.91 ft/sec
Figure 8.06.b.1
25
Zone 7
20 ■■■■■■
w 15
Zone 9
10 —
5 ` I
�� -M---====
�� �` Zu..e- _�inn.-----
0 , ��
0 1 2 3 4 5 6 7 8 9 10
Pipe diameter(ft)
Zone from graph above= 2
Outlet pipe diameter 36 in. Length= 18.0 ft.
Outlet flowrate 27.6 cfs Width= 10.2 ft.
Outlet velocity 4.9 ft/sec Stone diameter= 6 in.
Material= Class B Thickness= 18 in.
Zone Material Diameter Thickness Length Width
1 Class A 3 12 4 x D(o) 3 x D(o)
2 Class 8 6 18 6 x D(o) 3 x D(o)
3 Class 1 13 24 8 x D(o) 3 x D(o)
4 Class 1 13 24 8 x D(o) 3 x D(o)
5 Class I1 23 36 10 x D(o) 3 x D(o)
6 Class 11 23 36 10 x D(o) 3 x D(o)
7 Special study required
1. Calculations based on NY DOT method-Pages 8.06.05 through 8.06.06 in NC Erosion Control Manual
2. Outlet velocity based on full flow velocity

IM
MCADAMS OLD BLUFF CHURCH ROAD LAYDOWN YARD> EROSION CONTROL REPORT
Appendix E
Property Deed
creating experiences through experience 10 of 10

7218 BK3218PG510
0510
-t RE::C:E:EVEl)
0 1 985 ! 4-2+3..2006 P11 12.,46w23
J. LEE WARREN jR,.
REGISTER OF DEEDS
(N.P. SEAL) C iIYIi3c RL...i ND co. , N.C.
l �
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $0.01)
Parcel Identifier No. Verified by County on the day of ,20_
By:
Mail/Box to: Talmage S.Baggett.Jr..P.O. Drawer 1148.Fayetteville.NC 28302
This instrument was prepared by:Talmage S. Baggett. Jr..P,O. Drawer 1148.Fayetteville,NC 28302
Brief description for the Index:
THIS DEED made this 27th day of April ,20 06,by and between
GRANTOR GRANTEE
Mar♦-Lou Lockamy,Widow Vickey Ray Lockainy
5716 Sisk Culbreth Road 5640 Sisk Culbreth Road
Godwin.NC 28344 Godwin,NC 28344
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include
singular,plural,masculine,feminine or neuter as required by context.
WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has
and by these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated
in the City of , Black River Township, Cu iuberlarid County,North Carolina and
more particularly described as follows:
BEING 3 tracts of land in Black River Township consisting of 90.45 acres and more particularly described as follows: Lot 1:
consisting of 13,10 acres as shown in a Nat Book 82.Page 147. Lot 2: consisting of 30.92 acres as shown in a Plat Book 82.
Page 147 and Lot 3: consisting of 46.43 acres as shown in a Plat Book 82.Page 148.
The property hereinabove described was acquired by Grantor by instnnment recorded in Book 4462 page : 694
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No.L-3 ® 1976,Revised C 1977,2002
Printed by Agreement with the NC Bar Association— 1981 SoftPro Corporation,333 E.Six Forks Rd.,Raleigh,NC 27609

7218 BK7218PG51I
0511 TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple. T
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in
fee simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever,other than the following exceptions:
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written_
o�tS (SEAL)
(Entity Name) Y OU LOCKAMY
By: (SEAL)
Title:
By: (SEAL)
Title:
By: (SEAL)
Title:
State of North Carolina-County of Cumberland
I,the undersigned Notary Public of the County and State aforesaid,certify that Many Lou Loclann
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial
stamp or seal this 2711i 'day of April ,20 06
My Commission Expires: June 10. 2006 IVN ©.�
Notary Public Connie McDoi• d
State of North Carolina-County of
I,the undersigned Notary Public of the County and State aforesaid,certify that
personally earn before me this day and acknowledged that_he is the of
, a North Carolina or
corporation/limited liability company/general partnership/limited partnership(strike through the inapplicable),and
that by authority duly given and as the act of such entity,_he signed the foregoing instrument in its name on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal,this day of , 20_.
My Commission Expires:
Notary Public
State of North Carolina-County of
I,the undersigned Notary Public of the County and State aforesaid,certify that
Witness my hand and Notarial stamp or seal,this day of ,20_.
My Commission Expires:
Notary Public
The foregoing Certificate(s)of
is/are certified to be correct This instrument and this certificate are duly registered at the date and time and in the Book and Page shown
on the first page hereof.
Register of Deeds for County
By: Deputy/Assistant-Register of Deeds
NC Bar Association Form No.L-3 0 1976,Revised® 1977,2002
Printed by Agreement with the NC Bar Association—1981 SoftPro Corporation,333 E.Six Forks Rd,Raleigh,NC 27609