SW5240301_Design Calculations_20240617

Rainfall Intensity(in/hr)@ 5 min tc
I(10yr)= 7.3 Project:Juniper Ridge Subdivision
I (2yr)= 5.6 Date:April 11,2024
By: BDE
DITCH CALCULATIONS
Rev.6/24 Rev.6/24 Rev.6/24 Rev.6/24
Drainage Area DA1A DA1B DA1 DA2 DA2 DA3A DA3B DA4 DA5 DA6 DA7 DA7 DA8 Roadside
Side(Left/Right) CWD1a CWD1b CWD1c TDD2a TDD2b TDD3a TDD3b TDD4 TDD5 TDD6 CWD7A CWD7B TDD8 RD1
Stormwater Swale#: 1 2 3 4 5 6 7 8 9 10 11 12 13 14
C 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4
A(Ac) 4.47 7.51 0.44 0.24 0.42 1.73 0.44 1.63 0.51 0.19 15.7 0.54 0.03 0.55
Qp=(cfs) 13.00 21.84 1.28 0.70 1.22 5.03 1.28 4.74 1.48 0.55 45.66 1.57 0.09 1.60
Qp total 13.00 21.84 1.28 0.70 1.22 5.03 1.28 4.74 1.48 0.55 45.66 1.57 0.09 1.60
Slope(ft/ft) 0.005 0.01 0.003 0.005 0.005 0.0125 0.013 0.013 0.022 0.015 0.021 0.021 0.003 0.002
Bottom Width(ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sideslope(x:1) 3 3 3 3 3 3 3 3 3 3 4 3 3 3
Sideslope(x:1) 3 3 3 3 3 3 3 3 3 3 4 3 3 3
Max Depth(ft) 2.3 2.3 2.3 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2.0 1.5 2.0 3.0
Is Grass Liner OK? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue
Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible
Pron^c' i-- NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG C125 NAG S75 NAG S75 NAG S75
likeptable Velocity? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
D D D D D D D D D D D D D D
Max Velocity(ft/s) 5 5 5 5 5 5 5 5 5 5 5 5 5 5
Roughness Coefficient 0.05 0.04 0.13 0.17 0.13 0.06 0.11 0.06 0.10 0.16 0.04 0.09 0.79 0.13
Actual Velocity 1.70 2.90 0.38 0.33 0.48 1.62 0.78 1.60 1.09 0.49 4.86 1.10 0.05 0.36
Actual Depth 1.59 1.58 1.06 0.84 0.92 1.02 0.74 0.99 0.67 0.61 1.53 0.69 0.75 1.22
Adequate Capacity? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
C C C C C C C C C C C C C C
Roughness Coefficient 0.08 0.06 0.30 0.43 0.28 0.10 0.22 0.10 0.18 0.40 0.05 0.18 4.99 0.28
Actual Velocity 1.28 2.30 0.21 0.17 0.27 1.14 0.46 1.12 0.67 0.25 4.02 0.68 0.01 0.20
Actual Denth 1.84 1.78 1.43 1.18 1.24 1.21 0.97 1.19 0.86 0.86 1.69 0.88 1.50 1.63
Temp.Liner OK(2 yr)? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Permissable Shear Stress 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 2.25 1.55 1.55 1.55
Permissable Velocity 5 5 5 5 5 5 5 5 5 5 10 5 5 5
Roughness Coefficient 0.032 0.030 0.050 0.055 0.052 0.045 0.054 0.045 0.055 0.055 0.017 0.055 0.055 0.047
Actual Velocity 2.30 3.52 0.76 0.73 0.88 1.97 1.23 1.95 1.54 1.04 8.24 1.54 0.36 0.72
Actual Depth 1.21 1.27 0.66 0.50 0.60 0.81 0.52 0.79 0.50 0.37 1.04 0.51 0.25 0.76
Actual Shear Stress 0.38 0.79 0.12 0.16 0.19 0.63 0.42 0.64 0.69 0.35 1.36 0.67 0.05 0.09
Is Turf Re.Mat OK? N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Proposed Liner NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250JAG SC25 NAG SC250
Unveg.-Stable(2 yr)? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Permissable Shear Stress 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5
Permissable Velocity 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5
Roughness Coefficient 0.024 0.023 0.038 0.040 0.039 0.034 0.040 0.034 0.040 0.040 0.020 0.040 0.040 0.035
Actual Velocity 2.79 4.30 0.94 0.93 1.09 2.43 1.55 2.40 1.95 1.32 7.62 1.95 0.46 0.89
Actual Depth 1.10 1.15 0.59 0.44 0.54 0.73 0.46 0.71 0.44 0.33 1.08 0.46 0.22 0.68
Actual Shear Stress 0.34 0.72 0.11 0.14 0.17 0.57 0.38 0.58 0.61 0.31 1.41 0.60 0.04 0.09
Vegetated-Stable? I YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Permissable Shear Stress 15 15 15 15 15 15 15 15 15 15 15 15 15 15
Permissable Velocity 8 8 8 8 8 8 8 8 8 8 8 8 8 8
Roughness Coefficient 0.025 0.022 0.036 0.040 0.038 0.032 0.040 0.033 0.040 0.040 0.021 0.040 0.040 0.034
Actual Velocity 2.74 4.51 1.02 0.99 1.19 2.68 1.65 2.65 2.08 1.41 7.16 2.08 0.49 0.98
Actual Depth g 1.26 1.27 0.65 0.49 0.59 0.79 0.51 0.77 0.49 0.36 1.26 0.50 0.24 0.74
Actual Shear Stress 0.39 0.79 0.12 0.15 0.18 0.62 0.41 0.63 0.67 0.34 1.65 0.66 0.05 0.09
RipRap(<10%)? YES YES YES YES YES YES YES YES YES YES NO YES YES YES
Proposed Liner Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A
Permissable Shear Stress ill 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33
Permissable Velocity 4 4 4 4 4 4 4 4 4 4 4 4 4 4
n for d<0.5 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08
n for d>2.0 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035
Roughness Coefficient 0.043 0.041 0.066 0.075 0.069 0.058 0.074 0.059 0.075 0.080 0.041 0.074 0.080 0.061
Actual Velocity 1.96 2.96 0.65 0.62 0.75 1.73 1.04 1.71 1.30 0.84 4.46 1.31 0.29 0.63
Actual Depth 1.49 1.57 0.81 0.61 0.74 0.98 0.64 0.96 0.62 0.47 1.60 0.63 0.32 0.92
Actual Shear Stress 0.46 0.98 0.15 0.19 0.23 0.77 0.52 0.78 0.85 0.44 2.10 0.83 0.06 0.11
Top Width 8.92 9.41 4.85 3.68 4.41 5.91 3.84 5.77 3.70 2.81 12.80 3.80 1.90 5.52
Cross Sectional Area 6.63 7.38 1.96 1.13 1.62 2.91 1.23 2.78 1.14 0.66 10.23 1.20 0.30 2.54
Wetted Perimeter 9.40 9.92 5.11 3.88 4.65 6.23 4.05 6.09 3.90 2.97 13.19 4.00 2.01 5.82
Hydraulic Radius 0.70 0.74 0.38 0.29 0.35 0.47 0.30 0.46 0.29 0.22 0.78 0.30 0.15 0.44

TEMPORARY DIVERSION DITCH DETAILS
DITCH F(X:1) BW B(X:1)Depth S% GRASS TEMP. LINER TRM LINER
CWD1a 3 0 3 2.3 0.50 Fescue NAG S75 N/A
CWD1b 3 0 3 2.3 1.00 Fescue NAG S75 N/A
CWD1c 3 0 3 2.3 0.30 Fescue NAG S75 N/A
TDD2a 3 0 3 1.5 0.50 Fescue NAG S75 N/A
TDD2b 3 0 3 1.5 0.50 Fescue NAG S75 N/A
TDD3a 3 0 3 1.5 1.25 Fescue NAG S75 N/A
TDD3b 3 0 3 1.5 1.30 Fescue NAG S75 N/A
TDD4 3 0 3 1.5 1.30 Fescue NAG S75 N/A
TDD5 3 0 3 1.5 2.20 Fescue NAG S75 N/A
TDD6 3 0 3 1.5 1.50 Fescue NAG S75 N/A
CWD7A 4 0 4 2.0 2.10 Fescue NAG C125 N/A
CWD7B 3 0 3 1.5 2.10 Fescue NAG S75 N/A
TDD8 3 0 3 2.0 0.30 Fescue NAG S75 N/A
RD1 3 0 3 3.0 0.20 Fescue NAG S75 N/A

Max Permissable Velocity of Grass Liner(must be in ascending order
0 5 5 10 10 + permanent
Erodible Resistant Erodible Resistant Erodible Resistant
Bahia 4.5 5.5 4 5 2.5 3.5 possible grass liners
Bermuda 5 6 4.5 5.5 3.5 4.5 Bermudagrass
Legume 3.5 4.5 3 3.5 0 0 Tall Fescue
KY Blue 4.5 5.5 4 5 2.5 3.5
Fescue 4.5 5.5 4 5 2.5 3.5 Possible TRM's
Hard
Riprap
Gabion
Vegetated Channel Mannings n Equation Constants Concrete
Retardance Class X Y
A -0.5 10
B 2 7.64 1 #NUM! Temporary
C 5 5.6 2 #NUM! Woven paper net
D 7 4.44 Jute net
E 11 2.88 coir
Fiberglass Roving(single or double
Straw w/o net
excelsior/curled wood mat
synthetic mat
Temporary Stabilization for Vegetated Channels
Temporary temporary(unveg)
ECB n n max max
Liner d<0.5 d>2.0 shear velocity
NAG C125 0.022 0.014 2.25 10
NAG S150 0.055 0.021 1.75 6
NAG S75 0.055 0.021 1.55 5
NAG SC150 0.05 0.018 2 8
Permanent Turf Reinforcement Mats
Permanent Unvegetated Vegetated
TRM n n max max max max
Liner d<0.5 d>2.0 shear velocity shear velocity
NAG C350 0.041 0.012 3 10.5 20 10
NAG P300 0.034 0.02 2 9 16 8
NAG P550 0.041 0.013 3.25 12.5 25 12
NAG SC250 0.04 0.011 2.5 9.5 15 8
RipRap on Mild Grade(<10%)
d<.5 d>2 Shear V d50 d/d50>1.5 d
Class 1 0.2 0.038 3.333333 8 10 0.099587 0.5
Class 2 0.3 0.04 4.666667 10 14 0.717139 0.5
Class A 0.08 0.035 1.333333 4 4 0.049767
Class B 0.1 0.036 2.666667 6 8
d d50 T
1 1 2 b 0.832795

JK' JoynerKeeny
Planning,Surveying&Engineering
Juniper Ridge Subdivision
Bailey Township
Nash County
Stormwater Management
Design Report
Initial Report Date: February 16, 2024
Revised: April 10, 2024
Revised/Name Change Only: June 17, 2024
JK4 230576A
Prepared by:
Joyner Keeny, PLLC
1051 N.Winstead Ave.
Rocky Mount, NC 27804

Table of Contents
• Narrative
SITE CONDITIONS
• USGS Maps
o 1:24000 scale
• SOILS DATA
o WEB SOIL SURVEY SOILS MAP, HYDROLOGIC SOILS GROUP
o DESCRIPTION OF SOILS
o HARD COPY, NRCS ONLINE ARCHIVE
• DRAINAGE AREA EXHIBITS
EROSION CONTROL CALCULATIONS
• DISSIPATOR PADS
• SKIMMER BASIN CALCS
• DITCH CALCS
• CULVERT CALCS
Appendices
• A—COPY OF FRO
• B—SECRETARY OF STATE REPORT
• C
o DEED 2170, PAGE 769 (ARTICLES OF MERGER)
o DEED 2157, PAGE 859 (TRACT 5)

Site Narrative
Total Site Area:47.03 Acres
Total Onsite Disturbed Area:6.98 Acres
Existing Conditions
The proposed development site is in Bailey Township, Nash County along Old Smithfield Road,across from Rock
Quarry Road (S.R. 1965)at coordinates 35.783786°,-78.075797°. The overall site is bounded by Beaverdam Creek
to the north, Mackenzie Road to the east,agricultural land to the west and Old Smithfield at the south. The
project area is clear and used for agricultural purposes,except for a small portion of woods adjacent to Beaverdam
creek. The existing topography of the project area is mostly 0-4%with some up to 6%slopes in the cleared areas,
with steeper(2-6%&6-10%) slopes in the wooded areas. The soils are made up of hydrologic soil group A, B, D,
and A/D soils.
The northern portion of the site is located just south of Beaverdam creek in the Upper Toisnot Swamp watershed
of the Neuse River Basin. The HUC is 030202030301/stream index 27-86-11-3),which falls in the WS-III, nutrient
sensitive water(NSW)classification,a protected area. The southern area of the development falls towards the
Bloomery Swamp C; NSW; HUC 0302020304/stream index 27-86-6-2,also in the Neuse River watershed.
The project area is comprised of Zone X"area of minimal flood hazard" per FEMA map number 3720276400J,
effective on 11/3/2004.
A minimum 50' buffer is maintained between the surveyed "Area of Inundation"along Beaverdam Creek and the
disturbed area.A 50' riparian buffer site has been identified;grading for the installation of a stormwater outfall
and placement of a level spreader is proposed within 'Zone 2' (outer 20')of the buffer. No impervious is proposed
within 'Zone 2' and the inner 30'shall remain undisturbed.
Erosion Control
The erosion control plan consists of the following practices. See construction sequence for further details.
• One temporary gravel construction entrance is proposed at Road A and Old Smithfield Road,an existing
60' public right-of-way. (NCDEQ Practice 6.06)
• Silt fence is proposed along the downslope perimeter of all disturbed areas and along the road as shown
on the plans. Silt fence installation is intended to detain sediment-laden runoff, protecting adjacent
properties and waterways. Silt fence is to be checked weekly or after any%"or greater rainfall event with
any required repairs being made immediately. Any torn,collapsed,decomposed,or otherwise ineffective
fabric is to be replaced promptly. Excess sediment deposits are to be removed routinely to ensure
adequate capacity for future runoff events. (NCDEQ Practice 6.62)
• Grass-lined cleanwater ditches are proposed. These cleanwater ditches are to be constructed and
stabilized early in site development and are intended to intercept water flowing from offsite and direct it
to the pond without that water becoming sediment laden due to development. North American Green
Erosion Control Blankets shall be installed per the calculations on Sheet C-05 to provide temporary liner
and an approved seed mix will be utilized as a permanent liner. Until grass has been established,the
grass-lined channels will be checked after each rainfall event, paying particular attention to channel or
pipe outlets and bank stability. After grass is established,the channel will be checked after every rainfall
event greater that%". Repairs are to be made immediately. (NCDEQ Practice 6.30). The drainage area

for each cleanwater ditch was delineated using AutoCAD Civil3d and their slopes were determined;this
data along with the design bottom width,side slopes,and maximum depth data was used to populate a
computational spreadsheet to verify the capacity of and determine the liner types for each cleanwater
ditch. See attached calculations and Drainage Area Exhibits.
• Skimmer basins are being proposed to protect the worksite and cleanwater ditches from sediment-laden
runoff. Liners will be installed as indicated on sheet C-06. Diversions are to be inspected weekly and
after every rainfall, removing sediment and repairing ridges as needed. If channel erosion occurs and
timely installation of nonerosive liners may be delayed,check dams may be temporarily installed. (NCDEQ
Practice 6.20)The drainage area for each diversion ditch was delineated using AutoCAD Civil3d and their
slopes were determined;this data along with the design bottom width,side slopes,and maximum depth
data was used to populate a computational spreadsheet to verify the capacity of and determine the liner
types for each diversion ditch.
• Check Dams are proposed near the ends of cleanwater ditches that discharge to reduce channel velocity
prior to discharge.Check dams are also to be installed as needed along the temporary diversions to
reduce velocity along diversions. Check dams are to be inspected weekly and after every rainfall event of
%"or greater and repair is to occur immediately. Sediment accumulation, limbs,and other debris that
may clog the channel shall be removed as needed. The periodic addition of additional stones may be
required to maintain dam height. (NCDEQ Practice 6.83)
• Silt Sock/Wattle for Check Dam is proposed along ditches to protect against excessive velocities per sheet
C-04 layout per detail on C-07. (NCDEQ Practice 6.67)
• Riprap dissipator pads are proposed at the discharge point of the roadside culvert and stormwater pipe at
Dalton Road to reduce the velocity of water discharging from the pipe,dissipate energy,and prevent
erosion. Dissipator pads are to be checked weekly and after every rainfall event of%"or greater, paying
particular attention to dislodged stones and erosion around or immediately downstream of the riprap.
Repairs are to be made immediately.(NCDEQ Practice 6.41)
• Temporary seeding will be applied in according to the North Carolina Erosion and Sediment Control
Planning and Design Manual recommendations for temporary seeding for the Piedmont area to all areas
that will not be brought to final grade within 21 days. Slopes greater than 3:1 will require mulching.
Reseeding and mulching may be required where emergence is poor. These areas are to be protected
from traffic as much as reasonably possible and will not be mowed. (NCDEQ Practice 6.10)
• Permanent seeding will be applied in accordance with the North Carolina Erosion and Sediment Control
Planning and Design Manual recommendations for temporary seeding for the Piedmont areas not
otherwise having temporary stabilization within 15 workdays or 90 calendar days of reaching permanent
grade. (NCDEQ Practice 6.11)

Sequence of Construction
Phase 1- Initial Site Preparation
1. Call the Raleigh Regional Office of NCDEMLR at 919-791-4200 to schedule a preconstruction meeting prior
to beginning any land disturbing activities(including timbering or demolition of existing structures).
2. Install inspection box and rain gauge with required documents.
3. Per the NPDES permit,ground stabilization will be applied within 14 calendar days from last land
disturbing activity. For steep slopes,that area must be stabilized within 7 calendar days.
4. Install construction entrance,silt fence,and silt fence outlets prior to any land disturbing activities
(including any tree clearing or demolition).Clear only as necessary to install these devices as specified on the
approved plan sheet. Install all other erosion control measures as required by NCDEQ including barriers and
diversion ditches as needed.Clear only as necessary to install these devices. Install ditch liners and temporary
culvert pipe as noted on plans.Seed temporary diversions, berms immediately after installation. Install coir wattles
or check dams in temporary diversions per plan and ditch spacing detail on sheet C-07.
5. All diversions and permanent ditches will be lined to the top of the bank. See details for rolled Erosion
Control Products and seeding on sheet C-06.
6. Install proposed 24"culvert and dissipation pad at Old Smithfield Road per approved dot plans and
calculations shown on C-05.
7. Install silt fence and silt fence outlets as shown, including silt fence surrounding three sides of the
stockpile and staging area, leaving openings on the upslope side of the enclosure.See details C-07.
Phase 2-Conveyance And Sediment Capture Installation
8. Install Clean Water Diversions(CWD)with check dams and/or wattles as needed and stabilize slopes per
NCG01 ground stabilization and materials handling notes(sheet C-07). Note removal of existing culvert along new
roadside ditch.
9. Install all skimmer basins.Stabilize slopes per NCG01 ground stabilization and materials handling notes.
Discharge water into the basin in a manner to prevent erosion. Provide a stable conveyance from diversions into
basins(i.e. rip rap lined channel,slope drain,tarp,etc.). Provide stable conveyance(extend pipe, provide tarp or
other acceptable practice)from outlet of skimmer to perimeter silt fence/silt fence outlet. (15a NCAC 04b.0106(4))
10. Install Temporary Diversion Ditches(TDD)as shown starting downstream to upstream.Stabilize slopes per
NCG01 ground stabilization and materials handling notes.
Phase 3-Rough Grading,Culvert,Water Installation Phase
11. Stockpiles, laydown or waste areas,concrete washouts, portable toilets,and fuels must be located at least
50 feet away from any open water conveyances,such as basins,ditches,storm drain inlets,etc.The location of
these activities may be field adjusted if the distance requirements are met.
12. Begin rough grading the site. Temporarily seed or stabilize any denuded areas as per NCG01 ground
stabilization and materials handling notes.
13. Install culverts,dissipation pad and stone filter inlet protection for each.
14. Begin installation of water lines. Install ground stabilization as portions of waterlines are completed.
15. Inspect and maintain erosion control devices weekly and after each% rainfall event throughout
construction. Perform any repairs immediately.
Phase 4- Late Construction Phase
16. Finish grading the site and install all improvements.
17. Seed and straw any remaining denuded areas per NCG01 Ground Stabilization and Materials Handling
notes and seeding tables.

Phase 5-Removal of Devices
18. Once vegetation is established over the entire site,call owner,engineer,and inspector for a final
inspection. Upon approval,clean out the sediment basin using dewatering bag under continuous observation (see
sheet C-08 for complete details)and temporary diversions and bring to final grades. Remove all remaining erosion
control devices,grade the areas of removed devices and seed and straw any denuded areas immediately.
19. When the project is complete,the permittee shall contact DEMLR to close out the E&SC plan.After
DEMLR informs the permittee of the project close out,via inspection report,the permittee shall visit
DEQ.NC.GOV/NCG01 to submit an Electronic Notice of Termination (E-NOT).A$100 annual general permit fee will
be charged until the E-NOT has been filled out.

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USDA United States A product of the National Custom Soil Resource
Department of Cooperative Soil Survey,
Agriculture a joint effort of the United Report for
N
��� States Department of
Agriculture and other Nash County,
Federal agencies, State
Natural agencies including the
Resources Agricultural Experiment North Carolina
Conservation Stations, and local
Service participants
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December 1, 2023

Custom Soil Resource Report
Soil Map
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35°47 32"N I I I I 35°47 32"N
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764000 764100 764200 764300 764400 764500 764600 764700
LD
Map Scale:1:5,110 if printed on A portrait(8.5"x 11")sheet.
Meters N
0 50 100 200 500
Feet
0 200 400 8D0 1200
Map projection:Web Mercator Comer000rdinates:WGS84 Edge tics:UTM 7_a3e 17N WGS84
9

Custom Soil Resource Report
MAP LEGEND MAP INFORMATION
Area of Interest(A01) Spoil Area The soil surveys that comprise your AOI were mapped at
0 Area of Interest(AOI) Stony Spot 1:24,000.
Soils Very Stony Spot
0 Soil Map Unit Polygons Warning:Soil Map may not be valid at this scale.
Wet Spot
Soil Map Unit Lines Enlargement of maps beyond the scale of mapping can cause
Other misunderstanding of the detail of mapping and accuracy of soil
� Soil Map Unit Points 9 pp 9 Y
�- Special Line Features line placement.The maps do not show the small areas of
Special Point Features contrasting soils that could have been shown at a more detailed
Iwo Blowout Water Features scale.
Streams and Canals
Borrow Pit
Transportation Please rely on the bar scale on each map sheet for map
Clay Spot � Rails measurements.
Closed Depression ­0 Interstate Highways
Source of Map: Natural Resources Conservation Service
Gravel Pit US Routes Web Soil Survey URL:
Gravelly Spot Coordinate System: Web Mercator(EPSG:3857)
Major Roads
Landfill Local Roads Maps from the Web Soil Survey are based on the Web Mercator
A. Lava Flow Background projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
Marsh or swamp Aerial Photography Albers equal-area conic projection,should be used if more
Mine or Quarry accurate calculations of distance or area are required.
Miscellaneous Water This product is generated from the USDA-NRCS certified data as
Perennial Water of the version date(s)listed below.
Rock Outcrop Soil Survey Area: Nash County, North Carolina
Saline Spot Survey Area Data: Version 23, Sep 13,2023
Sandy spot Soil map units are labeled(as space allows)for map scales
Severely Eroded Spot 1:50,000 or larger.
Sinkhole Date(s)aerial images were photographed: Apr 24,2022—May
Slide or Slip 9,2022
oa Sodic Spot The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
10

Custom Soil Resource Report
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AuB Autryville loamy sand,0 to 6 11.9 25.4%
percent slopes
Bb Bibb loam,0 to 2 percent 5.2 11.2%
slopes,frequently flooded
BoB Bonneau loamy sand,0 to 4 6.9 14.8%
percent slopes
DoA Dothan loamy sand,0 to 3 16.2 34.6%
percent slopes
GrC Gritney sandy loam,6 to 10 6.5 13.9%
percent slopes
NoB Norfolk loamy sand,2 to 6 0.0 0.0%
percent slopes
Totals for Area of Interest 46.7 100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the
soils or miscellaneous areas in the survey area. The map unit descriptions, along
with the maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the
landscape, however, the soils are natural phenomena, and they have the
characteristic variability of all natural phenomena. Thus, the range of some
observed properties may extend beyond the limits defined for a taxonomic class.
Areas of soils of a single taxonomic class rarely, if ever, can be mapped without
including areas of other taxonomic classes. Consequently, every map unit is made
up of the soils or miscellaneous areas for which it is named and some minor
components that belong to taxonomic classes other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They
generally are in small areas and could not be mapped separately because of the
scale used. Some small areas of strongly contrasting soils or miscellaneous areas
are identified by a special symbol on the maps. If included in the database for a
given area, the contrasting minor components are identified in the map unit
descriptions along with some characteristics of each. A few areas of minor
components may not have been observed, and consequently they are not
mentioned in the descriptions, especially where the pattern was so complex that it
11

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ARCHIVE PHOTO
1"=1000'

Stormwater Calculations
for:
Juniper Ridge Subdivision
Bailey, Nash County, North Carolina
Project#:
230576A
April 2024
Prepared by:
Joyner Keeny, PLLC

DISSIPATOR PAD CALCULATIONS
Type A= no defined Channel
Type B = into defined channel
Type B Type B Type A Type B
Pipe Dia. Velocity Zone Type sideslope B.W. Width Depth Length Thickness Stone Type
Pipe 1 24 4.13 1 A 3 0 6 1 8 1 A
Pipe 2 24 3.52 1 A 3 0 6 1 8 1 A
Pipe 3 18 2.97 1 A 3 0 4.5 0.75 6 1 A
Summary of Calculations
Zone = per figure 8.06.b.1 in the Design Manual
Length = per figure 8.06.b.2 in the Design Manual
B.W. = Bottom Width of downstream ditch
Width = 3* pipe diameter
Depth = ( (width - bottom width) /2) /sideslope
Thickness = per table on bottom of page 8.06.6 of the Manual
Stone Type = per figure 8.06.b.2 in the Design Manual

SKIMMER BASIN CALCULATIONS
i(10)= 7.27 Bailey NC Note: TC=5 minutes for all basins
# c TA ac Q (10) SA req L W SA pro DA ac V req V pro WL WD SD OD DT
1 0.4 2.17 6.47 2102 6 114.0 19.0 2166 2.17 3906 2.3 2 4303 7 0.46 1.5 1.25 3.4
2 0.4 1.57 4.68 1521 6 95.5 15.9 1520.9 1.57 2826 2.4 2 3036 6 0.41 1.5 1 3.7
3 0.4 0.51 1.52 493 6 54.4 9.1 493.08 0.51 916 3.0 2 962.1 4 0.25 1.5 0.5 4.7
summary of calculations
C= runoff coefficient=weighted average from table 8.03a of the design manual
i(10) =average intensity of rainfall in inches per hour based on a ten year storm
TA(ac) =drainage area in acres
Q(10) =flow into the basin in cubic feet per second based on a ten year storm =C i(10) A(Ac)
SA req=surface area required at design flow in square feet=325"Q(10)
L= proposed length of basin in feet at spillway invert
W= proposed width of basin in feet at spillway invert
SA pro=surface area provided in square feet= L"W
DA(ac) = Disturbed Area in acres
V req=volume required in cubic feet= 1800"A(ac)
D= Depth of the skimmer basin from bottom of basin to spillway invert
X:1 = Proposed sideslope ratio (2:1 min)
v pro= proposed volume of the basin in cubic feet=(((L"W)+((L-2D)"(W-2D)))/2)"D
WL= Length of weir in feet
WD = Flow Depth through weir
SD= Skimmer size in inches
OD =Orifice diameter in inches
FLOWRATE= Flow from skimmer=Vpro/DT
TC=Time of Concentration
DT= Dewatering Time in days

Rainfall Intensity(in/hr)@ 5 min tc
I(10yr)= 7.3 Project:Juniper Ridge Subdivision
I(2yr)= 5.6 Date:April 11,2024
By: BIDE
DITCH CALCULATIONS
Drainage Area DA1 DA1 DA1 DA2 DA2 DA3 DA3 DA4 DA5 DA6 DA7 DA7 DA8 Roadside
Side(Left/Right) CWD1a CWD1b CWD1c TDD2a TDD2b TDD3a TDD3b TDD4 TDD5 TDD6 CWD7A CWD7B TDD8 RD1
Storm Water Swale#: 1 2 3 4 5 6 7 8 9 10 11 12 13 14
0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4
c 4.47 7.34 0.44 0.24 0.42 1.73 0.44 1.57 0.51 0.19 15.36 0.56 0.03 0.55
Qp=(cfs) 13.00 21.34 1.28 0.70 1.22 5.03 1.28 4.57 1.48 0.55 44.67 1.63 0.09 1.60
Qp total 13.00 21.34 1.28 0.70 1.22 5.03 1.28 4.57 1.48 0.55 44.67 1.63 0.09 1.60
Slope(ft/ft) 0.005 0.01 0.003 0.005 0.005 0.0125 0.013 0.013 0.022 0.015 0.021 0.021 0.003 0.002
Bottom Wid7(ft) 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Sideslope( 3 3 3 3 3 3 3 3 3 3 4 3 3 3
Sideslope(x:1) 3 3 3 3 3 3 3 3 3 3 4 3 3 3
Max Depth(ft) 2.3 2.3 2.3 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2.0 1.5 2.0 3.0
Is Grass Liner OK? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue Fescue
Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible Erodible
Proposed Liner NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG S75 NAG C125 NAG S75 NAG S75 NAG S75
Acceptable Velocity? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
D D D D D D D D D D D D D D
Max Velocity(ft/s) 5 5 5 5 5 5 5 5 5 5 5 5 5 5
Roughness Coefficient 0.05 0.04 0.13 0.17 0.13 0.06 0.11 0.07 0.10 0.16 0.04 0.09 0.79 0.13
Actual Velocity 1.70 2.87 0.38 0.33 0.48 1.62 0.78 1.57 1.09 0.49 4.82 1.12 0.05 0.36
Actual Depth 1.59 1.57 1.06 0.84 0.92 1.02 0.74 0.99 0.67 0.61 1.52 0.70 0.75 1.22
Adequate Capacity? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
C C C C C C C C C C
Roughness Coefficient 0.08 0.06 0.30 0.43 0.28 0.10 0.22 0.11 0.18 0.40 0.05 0.17 4.99 0.28
al Velocity 1.28 2.27 0.21 0.17 0.27 1.14 0.46 1.09 0.67 0.25 3.98 0.70 0.01 0.20
1.84 1.77 1.43 1.18 1.24 1.21 0.97 1.18 0.86 0.86 1.68 0.88 1.50 1.63
Temp.Liner OK(2 yr)? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Permissable Shear Stress 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 1.55 2.25 1.55 1.55 1.55
Permissable Velocity 5 5 5 5 5 5 5 5 5 5 10 5 5 5
Roughness Coefficient 0.032 0.030 0.050 0.055 0.052 0.045 0.054 0.046 0.055 0.055 0.017 0.054 0.055 0.047
Actual Velocity 2.30 3.49 0.76 0.73 0.88 1.97 1.23 1.92 1.54 1.04 8.17 1.56 0.36 0.72
Actual Depth 1.21 1.26 0.66 0.50 0.60 0.81 0.52 0.78 0.50 0.37 1.03 0.52 0.25 0.76
Actual Shear Stress 4 0.38 0.79 0.12 0.16 0.19 0.63 0.42 0.64 0.69 0.35 1.35 0.68 0.05 0.09
Is Turf Re.Mat OK? N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Proposed Liner NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC250 NAG SC2501AG SC25 NAG SC250
Unveg.-Stable(2 yr)? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Permissable Shear Stress 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5
Permissable Velocity 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5
Roughness Coefficient 0.024 0.023 0.038 0.040 0.039 0.034 0.040 0.035 0.040 0.040 0.023 0.040 0.040 0.035
Actual Velocity 2.79 4.25 0.94 0.93 1.09 2.43 1.55 2.37 1.95 1.32 6.45 1.96 0.46 0.89
Actual Depth 1.10 1.14 0.59 0.44 0.54 0.73 0.46 0.71 0.44 0.33 1.16 0.46 0.22 0.68
Actual Shear Stress 0.34 0.71 0.11 0.14 0.17 0.57 0.38 0.57 0.61 0.31 1.52 0.61 0.04 0.09
Vegetated-Stable? YES YES YES YES YES YES YES YES YES YES YES YES YES YES
Permissable Shear Stress 15 15 15 15 15 15 15 15 15 15 15 15 15 15
Permissable Velocity 8 8 8 8 8 8 8 8 8 8 8 8 8 8
Roughness Coefficient 0.025 0.023 0.036 0.040 0.038 0.032 0.040 0.033 0.040 0.040 0.022 0.040 0.040 0.034
Actual Velocity 2.74 4.40 1.02 0.99 1.19 2.68 1.65 2.61 2.08 1.41 6.96 2.10 0.49 0.98
Actual Depth 1.26 1.27 0.65 0.49 0.59 0.79 0.51 0.76 0.49 0.36 1.27 0.51 0.24 0.74
Actual Shear Stress 0.39 0.79 0.12 0.15 0.18 0.62 0.41 0.62 0.67 0.34 1.66 0.67 0.05 0.09
RipRap(<10%)? YES YES YES YES YES YES YES YES YES YES NO YES YES YES
Proposed Liner Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A Class A
Permissable Shear Stress 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33
Permissable Velocity 4 4 4 4 4 4 4 4 4 4 4 4 4 4
n for d<0.5 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08
n for d>2.0 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035
Roughness Coefficient ■ 0.043 0.041 0.066 0.075 0.069 0.058 0.074 0.060 0.075 0.080 0.041 0.074 0.080 0.061
Actual Velocity 1.96 2.93 0.65 0.62 0.75 1.73 1.04 1.68 1.30 0.84 4.42 1.32 0.29 0.63
Actual Depth 1.49 1.56 0.81 0.61 0.74 0.98 0.64 0.95 0.62 0.47 1.59 0.64 0.32 0.92
Actual Shear Stress 0.46 0.97 0.15 0.19 0.23 0.77 0.52 0.77 0.85 0.44 2.08 0.84 0.06 0.11
Top Width 8.92 9.34 4.85 3.68 4.41 5.91 3.84 5.71 3.70 2.81 12.71 3.84 1.90 5.52
Cross Sectional Area 6.63 7.27 1.96 1.13 1.62 2.91 1.23 2.72 1.14 0.66 10.10 1.23 0.30 2.54
Wetted Perimeter 9.40 9.85 5.11 3.88 4.65 6.23 4.05 6.02 3.90 2.97 13.10 4.05 2.01 5.82
Hydraulic Radius 0.70 0.74 0.38 0.29 0.35 0.47 0.30 0.45 0.29 0.22 0.77 0.30 0.15 0.44

Appendix A
Copy of FRO

Check if this project is ARPA-funded ❑
Attach a copy of the Letter of Intent to Fund
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act, including any
activity under a common plan of development of this size as covered by the NCG01 permit, before this form
and an acceptable erosion and sedimentation control plan have been completed and approved by the Land
Quality Section, N.C. Department of Environmental Quality. Submit the completed form to the appropriate
Regional Office. (Please type or print and, if the question is not applicable or the e-mail address or phone
number is unavailable, place N/A in the blank.)
Part A.
1. Project NameJuniper Ridge Subdivision [NASH-2024-00107]
'If this project involves American Rescue Plan Act(ARPA)funds, list the Project Name or Project
Number(e_g., SRP-D-ARP-0121) below under which you were approved for funding through the
Division of Water Infrastructure(DWI).
2. Location of land-disturbing activity: County Nash City or Township Bailey TWshp
Old Smithfield Rd SR 1945 35.783786° -78.075797°
Highway/Street Latitude(d�;ma,degrees) Longitude(aedniM degrees)
3. Approximate date land-disturbing activity will commence:4/24/24
4. Purpose of development(residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas): 6•98
6. Amount of fee enclosed: $ 700 Paid . The application fee of$100.00 per acre (rounded
up to the next acre)is assessed without a ceiling amount (Example:8.10-acre application fee is$900).
Checks should be addressed to NCDEQ.
7. Has an erosion and sediment control plan been filed? Yes (] Enclosed ❑ No ❑
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Fletcher Beasley E-mail Address [e-mail]
Phone: Office# 252-377-7035 Mobile#
9. Landowner(s)of Record (attach accompanied page to list additional owners):
Barnes Land Corporation
Name Phone: Office# Mobile#
7840 Old Bailey Highway 7840 Old Bailey Highway
Current Mailing Address Current Street Address
Spring Hope NC 27882 Spring Hope NC 27882
City State Zip City State Zip
10. Deed Book No.2157 Page No.009 Provide a copy of the most current deed.

Part B.
1. Company(ies)who are financially responsible for the land-disturbing activity(Provide a comprehensive list
of all responsible parties on accompanied page.)If the company is a sole proprietorship or if the landowner(s)is
an individual(s), the name(s)of the owner(s)may be listed as the financially responsible party(ies).
Greyhill Development, LLC [e-mail]
Company Name E-mail Address
516 N. East Street 516 N. East Street
Current Mailing Address Current Street Address
Raleigh NC 27604 Raleigh NC 27604
City State Zip City State Zip
Phone: Office# 919-606-8956 Mobile#
Note: If the Financially Responsible Party is not the owner of the land to be disturbed, include with this form
the landowner's signed and dated written consent for the applicant to submit a draft erosion and sedimentation
control plan and to conduct the anticipated land disturbing activity.
2. (a) If the Financially Responsible Party is a domestic company registered on the NC Secretary of State
business registry,give name and street address of the Registered Agent:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Name of Individual to Contact(if Registered Agent is a company)
(b) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina agent who is registered on the NC Secretary of State business registry:
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Phone: Office# Mobile#
Name of Individual to Contact(if Registered Agent is a company)

(c) If the Financially Responsible Party is engaging in business under an assumed name, give name under
which the company is Doing Business As. If the Financially Responsible Party is an individual, General
Partnership, or other company not registered and doing business under an assumed name, attach a copy
of the Certificate of Assumed Name.
Company DBA Name
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath. (This form must be signed by the Financially Responsible Person if an individual(s)
or his attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Party). I agree to provide
corrected information should there be any change in the information provided herein.
Greyson D. Berry Managing Member
Type or print name Title or Authority /
--f----'�` Zb 2-i
u Date
I, �0,\r\ a Notary Public of the County of ax�
State of North Carolina, hereby certify that6'&A�M appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him/her.
Witness my hand and notarial seal, this _day of 1r 1 , 201�_
, �p,N D. Notary
Seal 0OTA� 'PZ� My commission expires
;
`'' c6 U N,� °,

Appendix B
NC Secretary of State Report

2/15/24,2:25 PM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
GreyHill Development, LLC
Information
Sosld: 2742105
Status: Current-Active O
Date Formed: 11/17/2023
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnuaL Report Status:
Registered Agent: Berry, Greyson
Addresses
Mailing Principal Office Reg Office Reg Mailing
516 N. East St. 516 N. East St. 516 N. East St. 516 N. East St.
Raleigh, NC 27604 Raleigh, NC 27604 Raleigh, NC 27604 Raleigh, NC 27604
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
Greyson D Berry
516 N. East Street
Raleigh NC 27604
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1/1

March 8,2024
NC DEQ—DEMLR-LQS
3800 Barrett Drive
Suite 101
Raleigh,North Carolina 27609
Reference: Permission to Disturb(Parcel/PIN: 277400421914)
Erosion Control Permit —Old Smithfield Subdivision
Bailey,Nash County,North Carolina
To Whom It May Concern:
Barnes Land Corporation,the owner of the subject property grants permission for responsible land
disturbance to take place as allowed by the approved NPDES Certificate of Coverage and related NCDEQ
permits received for the project by the financially responsible party for Greyhill Development, LLC.
Sincerely,
AnC. es
President

12/4/23, 10:34 AM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a
Document Online • Add Entity to My Email Notification List • View Filings • Print a
Pre-Populated Annual Report form • Print an Amended a Annual Report form
Business Corporation
Legal Name
Barnes Land Corporation
Information
Sosld: 0720065
Status: Current-Active O
Date Formed: 4/8/2004
Citizenship: Domestic
Fiscal Month: November
Annual Report Due Date: March 15th
CurrentAnnual Report Status:
Registered Agent: Barnes, John C.
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1/2

12/4/23, 10:34 AM North Carolina Secretary of State Search Results
Addresses
Principal Office Reg Office
7840 Old Bailey Highway 7840 Old Bailey Highway
Spring Hope, NC 27882 Spring Hope, NC 27882
Mailing Reg Mailing
7840 Old Bailey Hwy 7840 Old Bailey Hwy
Spring Hope, NC 27882 Spring Hope, NC 27882
Officers
President Secretary
John C Barnes Maxine B Whitley
302 Bend of the River Rd 39 Mockingbird Lane
Spring Hope NC 27882 Rocky Mount NC 27804
Stock
Class: Common
Shares: 100000
No Par Value: Yes
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 2/2

Appendix C
General Warranty Deed

Page 1 of 5
. lllll{IIIIIIIIIIIIIIIIIIIIIiIII�11�I�11�1�11�Nlll��lllll�llllk�111411111�11�
Doe ID: 004111400005 TVRe
Recorded: 0910,11005 at 1Fee : 122:55. AM
NashAmt CountvsNorthaCarolina5
Barbara W. Sasser Resister of Deeds
SK2170PG !]69-773
C71 � 4 NORTH CAROLINA
Department of The Secretary of State
To all whom these presents shall come, Greetings:
t ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify the following and hereto attached to be a true copy of
ARTICLES OF MERGER
OF
BLC MERGER,INC.
INTO
BARNES LAND CORPORATION
the original of which was filed in this office on the 22nd day of August, 2005.
IN WITNESS WHEREOF,I have hereunto
set my hand and affixed my official seal at the
City of Raleigh,this 22nd day of August, 2005
oy J
Secretary of State
Document Id: C20052300016
Book: 2170 Page: 769 Seq: 1

Page 2 of 5
SOSID: 0720065
Date Filed: 8t22120051:53:00 PM
Elaine F. Marshall
Narth Carolina Seeretaj�y of State
C200523000161
ARTICLES OF MERGER
OF
BLC MERGER, INC.
INTO
BARNES LAND CORPORATION
Pursuant to §55-11-05 of the General Statutes of North Carolina,the undersigned corporation do' .
hereby submit the following Articles of Merger as the surviving corporation in.a merger between
two domestic corporations.
1. Parties to Mer .er. The name of the surviving corporation is Barnes Land Corporation, a
corporation organized under the laws of North Carolina;the name of the merged corporation is BLC
Merger, Inc., a corporation organized under the laws of North Carolina.
" 2.-' d d Attache is a copy of the Plan of Merger that was duly approved in the manner
prescribed by law by the board of directors of each of the corporations participating in the merger.
3. Survivor ApnEqyg. With respect to the surviving corporation, shareholder approval was not
required for the merger.
4. Merged Corporation Approval. With respect to the merged corporation, shareholder approval
was required for the rnerger, and the plan of merger was approved by the shareholders as required by
Chapter 55 of the North Carolina General Statutes.
5. Effective Date. These articles will be effective upon filing.
This the 15th day of July, 2005.
BARN ND CORPORATI
By
Orson$ rctes;Itic3ept. .
:1'•.. `°
F:):I'SGA3 LC MLRGL•McncraM aides or MmEcr.doc
rV Book: 2170 Page: 769 Seq: 2

Page 3 of 5
PLAN OF MERGER
OF
BLC MERCER,rNC.
AND
BARNES LAND CORPORATION
1. Corporations Participating In Merger.
(a) BLC Merger, Inc. is a corporation existing under the laws of the State of North
Carolina,having been incorporated by Articles of Incorporation filed in the Office of the Secretary of
State of North Carolina on May 13,2005. The authorized capital stock of BLC Merger,Inc.consists
of 100,000 shares of common stock (no par) with full voting privileges of which 100 shares are
outstanding.
e corporation is a corporation organized and existing under the laws
of the State of North Carolina, having been incorporated by Articles of Incorporation filed in the
Office of the Secretary of State of North Carolina on April 4,2004. The authorized capital stock of
Bames Land Corporation consists of 100,000 shares of common stock (no par) with full voting
privileges of which 100 are outstanding.
2. Name and Purpose of Surviving Corporation.
The name of the surviving corporation shall be Barnes Land Corporation, The
purpose for which the surviving corporation is formed and the nature of the business to be transacted
by it shall be as set forth in the Articles of Incorporation of Barnes Land Corporation, filed with the
Secretary of State of North Carolina on the 4''day of April, 2004.
3. Terms and Conditions of Mer er.
BLC Merger, Inc., herein merged corporation, shall be merged into Barnes Land
Corporation, herein surviving corporation, pursuant to the terms and conditions of this Plan as
follows:
(a)' The tf N df Which the merger becomes effective is the date of filing the Articles
of Merger in the office of the Secretary of State,and is hereinafter referred to as the"Effective Date",
(b) Until altered, amended or repealed,as therein provided, the by-laws of Barnes
Land Corporation, as of the Effective Date, shall be the by-laws of the surviving corporation,
(c) The first Board.of Directors of the surviving corporation after the state when the
merger provided for herein shall become effective shall be the directors of Barnes band Corporation
in office as of the Effective Date.
Book: 2170 Page: 769 Seq: 3
�.,f '�-i�w�.. ... _ ... i. ... 1 .. ... _ :a'..es.rLSa:«r .. .. =_u�lili'.ww':•::...c: ..�'id4-;1' 'a'V�.• _.._ ...

Page 4 of 5
(d) The first annual meeting of the stockholders of the surviving corporation held
after the date when this plan becomes effective shall be the annual meeting as provided by the by-
laws of Barnes Land Corporation as of the Effective Date,
(e) The officers of the surviving corporation, who shall hold such offices as are set
before their names from and after the Effective Date and until the first meeting of the Board of
Directors to be held thereafter, are as follows:
Office Narne
President Carson B. Barnes
Vice president John C. Barnes
Secretary Maxine B. Whitley
R Az
=yam. .. .. •
' ( 'he first regular meeting of the Board of Directors of the surviving corporation to
be held after the Effective Date may be called or may convene in the manner provided in the by-laws
of the surviving corporation and may be held at the tame and place specified in the notice of the
meeting.
(g) The surviving corporation shall pay all expenses of carrying this flan of Merger
into effect and of accomplishing the merger.
(h) Upon the date when this merger shall become effective,the separate existence of
the merged corporation shall cease and the merged corporation shall be merged into the surviving
corporation in accordance with the provisions of this plan,which surviving corporation shall possess
all the rights, privileges, powers and franchises, as well of a public as of a private nature, and be
subject to all the restrictions, disabilities, and the duties of the merged corporations and all and
singular,the rights,privileges,powers and franchises of each of said constituent corporation,and all
property,real,personal and mixed, and all debts due to each of such corporations shall be vested in
the surviving corporation; and all property,rights and privileges,powers and franchises and all and
every other interest shall be thereafter as effectually the property of the surviving corporation as they
were of the merged corporation,and the title to any real estate,whether by deed or otherwise,vested
i4 any of sai.dcorparalion • arties hereto,shal•1-noi revertx JDe.im arey�.wa�4 w pa -ad•>_yreason.ofthis
R merger, provided that � nghts of creditors and all liens upon the property of any of said
corporations,parties hereto,shall be preserved unimpaired,and all debts,liabilities and duties of the
merged corporation shall thenceforth attach to the said surviving corporation and maybe enforced
against it to the same extent as if said debts, liabilities and duties had been incurred or contracted by
it.
if at any time the surviving corporation shall consider or be advised that any further
assignments or assurances in law or any things are necessary or desirable to vest in said corporation,
according to the terms hereof, the title to any property or rights of the merged corporation, the
merged corporation shall 'and will execute and make all such proper assignments and assurances and
2
� � �t'= Book: 2170 Page: 769 Seq: 4

Page 5 of 5
do all things necessary or proper to vest title in such property or rigbts in the surviving corporation,
and otherwise to carry out the purposes of this Plan of Merger.
4. Conversion and Exchange.
Immediately alter and upon the effective date of the merger, the capital structure of
the respective corporations shad be as hereafter stated:
(a) The outstanding 100 shares of common stock of BLC Merger, Inc. will be
surrendered and cancelled.
(b) Each of the outstanding 100 shares of common stock of Barnes Land Corporation
owned by Barnes Family Farms Corp.outstanding on the Effective Date of the merger shall continue
s 0 ° ap flhe suvraiving cdFp%Mibn.
(c) No other common shares or securities or obligations convertible into common
shares of the surviving corporation are to be issued or delivered under the Plan of Merger.
S. Abandonment of Merger.
At any time prior to the Effective bate,the merger can be abandoned in the discretion
of and upon the resolution of the Board of Directors of the surviving corporation and a two thirds
majority vote of its shareholders.
AGREE, APPROVE AND ADOPT:
BL&ME , NC.
By:
Carson B. Barnes, Pre sdent
1 BARILE D
B
Carson B. Barnes, President
Q
LL Filedr r8glstrat3on � ti.s
'1 atlL•ddo' IocaM., d duly registered
'Y in Book PageMNash County
•AT5GNDLC MEROMOcneraWlan urMer mduc
aln 8 fie$ister of deeds
1ryo� 3
$�.i�ilPdl�c
Book: 2170 Page: 769 Seq: •5
.� :.!• f:..3� ::i;: a. Y.p..�.. .....•.5...:+I�GW+�:...:i:.�•.. .. _ ... ..�.�iw.r+::: wf.-:�.M.CI

Page 1 of 16
IIIllllllllllllllllllllllllllllllllllll lllll IIIIIIII[Illli
This certifies that there are no delinquent ad valorem real estate taxes, Doc ID: 004170940016 TVDe: CAPRecorded: 07/18/2005 at 09:49:10 AM
which the Nash County Tax Collector is charged with collecting,that Fee Amt: $59.00 Page 1 of is
area lien on--319700'JSUOtI a794Poo31q$a9a 47gbco 78 yo3 a-77-6EO5513'1� Excise Tax: 6.00
.,797cc33H375 '1kf,aC7r9p1.7 R7heoc5 445t J19Q7co81to00 BarbarauW, Stv asser Register of Deeds
Pin Number:,Rjq&,»volslo�79rooD7r irej QVIao87 -VaU) 411d�
This is not a certification that this Nash County Tax Department 0jW,98aQ°45a 8K 2 15 7 Pc,Q V 5 9-Q V 7 4
Pin
7Number
t-matches
aaaea this
aoDeed
a description,
c3ription.a?.7400a��1;961
i4 a'1�10001oofll y��
�?97oo3aouo I
Date: 7-/,r-05
Tax Collector, Deputy Tax Collector, Tax Clerk .
The attorneys preparing this instrument have made no title examination of this property
and express no opinion as to the title unless contained in a separate written certificate.
Excise Tax Recording Time,Book and Page
Tax Lot No. Parcel Identifier No.
Verified by County on the_day of , 20_
by
Mail after recording to: T. Stewart Gibson,PLLC �.
The Power Plant, Suite 302-B
1701 Sunset Avenue
Rocky Mount,NC 27904
This instrument was prepared by T. Stewart Gibson, Esquire
Brief description for the Index
Nash County
I I
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 151' day of July, 2005 by and between
GRANTOR GRANTEE
Barnes Farming Corporation BLC Merger,Inc.
PO Box 310
Spring Hope,North Carolina 27882
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.
svM57nGE
Book: 2157 Page: 859 Seq: 1
a�

Page 2 of 16
RECITAL
1. BLC Merger, Inc. is a wholly owned subsidiary of Barnes Farming Corporation.
2. Pursuant to a restructuring of Barnes Farming Corporation,a holding company structure consisting of
Barnes Family Farms Corp., as the parent, and Barnes Farming Corporation and Barnes Land
Corporation, as the wholly owned subsidiaries, was formed.
3, Barnes Farming Corporation then formed BLC Merger,Inc.and conveyed to BLC Merger,Inc. all real
property owned by Barnes Farming Corporation.
4. BLC Merger, Inc. has agreed pursuant to a Plan of Merger to merge with and into Barnes Land
Corporation, which will be the survivor to the merger.
5. Upon completion of the aforesaid merger, Barnes Land Corporation will be the fee owner of the
property described herein.
WITNESSETH, that the Grantor, without consideration and solely for the purpose of changing the form of
ownership, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple all those
certain parcels of land situated in Nash County, North Carolina and more particularly described as follows:
See Exhibit A which is attached hereto and incorporated herein by reference
TO HAVE AND TO HOLD the aforesaid parcels of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
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 except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
(a)All valorem taxes for the current year assessed but not paid.
(b) Easements, right-of-ways, and matters of public record.
(c) Matters of survey.
(d) The lien of that deed of trust from Barnes Fanning Corporation to David C. Morris, Trustee dated
December 10, 2003,recorded in Book 2021, Page 101, Nash County Registry, securing East Carolina
Farm Credit, ACA in the original principal amount of$6,000,000.
[Signature Page Attached]
>�aa 14 57riGE OW
Book: 2157 Page: 859 Seq: 2

Page 3 of 16
IN WITNESS WHEREOF, the Grantor has.caused this instrument to be signed in its corporate name by its duly
authorized officers by authority of its Board of Directors, the day and year first above written.
B ING CORP
B .
Carson B. Barnes, Pr si en
ATTEST:
Maxine B. Whitley, Secretary
STATE OF NORTH CAROLINA
V COUNTY OF 1 AS H
I, Ali tan -H • E>r(,ld tow a Notary Public of the County and State aforesaid, certify that
Maxine B. Whitley,personally came before me this day and acknowledged that she is Secretary of Barnes Farming
Corporation, a North Carolina corporation, and that by authority duly given and as the act of the corporation, the
foregoing instrument was signed in its name by its President and attested by Maxine B. Whitley as its Secretary.
Witness my hand and official stamp or seal, this 1 j/d�ayof "JLL, 2005.
SEAL-STAMP ALISON H. BRADLEY 2,:�n --E. &rQL
NOTARY PUBLIC Notary Public
NASH COUNTY
My commission expires: I
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.
F:\TSGIBLC MERGFR1Deed(Nash-East Carolina Farm Crediti.doc
w2157ma
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Page 4 of 16
EXHIBIT A
Headquarters
Tract 1
Tract I: THAT CERTAIN TRACT OF LAND CONTAINING 109.83 ACRES, MORE OR LESS, COMPOSED OF 2
CONTIGUOUS PARCELS) LOCATED IN COOPERS TOWNSHIP, NASH COUNTY, NORTH CAROLJNA; AND
BOUNDED, NOW OR FORMERLY, BY NATURAL BOUNDARIES AND/OR OWNED BY ANDIOR IN THE
POSSESSION OF PERSONS AS FOLLOWS: NORTH BY RUBY COOPER ESTATE, EAST BY SR 1001, SOUTH BY
TAR RIVER AND WEST BY MILL BRANCH; SAID TRACT LYING APPROXIMATELY 7.5 MILES SOUTH FROM THE
TOWN OF NASHVILLE ON SR 1001 AND BEING MORE SPECIFICALLY DESCRIBED AS FOLLOWS:
SAID TRACTS OF LAND DESIGNATED AS TRACTS A AND E BEING MORE PARTICULARLY DESCRIBED
ACCORDING TO A PLAT OF SURVEY PREPARED BY WILLIAM B. MCINTYRE, SURVEYOR, ON DECEMBER 8,
1976 AND REVISED FEBRUARY 3, 1982,WHICH PLAT, RECORDED IN'PLAT BOOK 13, PAGE 431, NASH
COUNTY REGISTRY, 1S BY REFERENCE INCORPORATED HEREIN AS A PART OF THIS DESCRIPTION.
LESS AND EXCEPT: THAT CERTAIN 6.28 ACRE TRACT AS SHOWN ON SURVEY AND'PLAT ENTITLED, "MAP OF
PROPERTY OF: BARNES FARMING CORPPORATION, OWNER: CARSON BARNES" DATED SEPT. 26, 1996 BY
JOYNER--KEENY&ASSOCIATES, PLANNING & LAND SURVEYING RECORDED IN PLAT BOOK 24, PAGE 159,
NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX ID#s 279700320401 &279700432206
Tract II:BEGINNING AT AN IRON STAKE IN THE LINE OF BARNES FARMING CORPORATION "TRACT A"
SHOWN ON PLAT RECORDED IN PLAT BOOK 11, PAGE 310, AS SET OUT IN DEED RECORDED IN BOOK 720,
PAGE 427, NASH COUNTY REGISTRY, SAID BEGINNING POINT ALSO BEING THE SW CORNER FOR BARNES
FARMING CORPORATION AS SHOWN IN DEED BOOK 1013, PAGE 904, "TRACT E"AS SHOWN ON PLAT
RECORDED IN PLAT BOOK 11, PAGE 310, NASH COUNTY REGISTRY, SAID BEGINNING POINT ALSO BEING
LOCATED SOUTH 74 DEGREES 11 MINUTES EAST 401.13 FEET FROM A NAIL FOUND IN THE CENTER OF SR
1001 AS SHOWN ON MAP OR PLAT ENTITLED "PROPERTY OF BARNES FARMING CORPORATION, DATED
APRIL 15, 1996, A PLAT OF WHICH 1S ATTACHED TO DEED RECORDED IN DEED BOOK 1522, PAGE 412, NASH
COUNTY REGISTRY AND IS BY REFERENCE INCORPORATED AS A PART OF THIS DESCRIPTION; THENCE
ALONG THE LINE OF BARNES FARMING CORPORATION NORTH 75 DEGREES 22 MINUTES WEST 1094.72
FEET TO AN IRON FOUND IN THE LINE OF BARNES FARMING CORPORATION; THENCE ALONG A NEW LINE
FOR BARNES FARMING NORTH 14 DEGREES 38 MINUTES EAST 200 FEET TO AN IRON STAKE, A NEW
CORNER FOR BARNES FARMING CORPORATION; THENCE ALONG A NEW LINE FOR BARNES FARMING
CORPORATION SOUTH 75 DEGREES 22 MINUTES EAST 1083.27 FEET TO AN IRON STAKE IN THE LINE OF
BARNES FARMING CORPORATION; THENCE ALONG THE PRESENT LINE FOR BARNES FARMING
CORPORATION SOUTH 11 DEGREES 21 MINUTES WEST 200.33 FEET TO AN IRON STAKE, THE POINT OF
BEGINNING CONTAINING 5 ACRES, ACCORDING TO SURVEY AND PLAT ENTITLED "PROPERTY OF BARNES
FARMING CORPORATION" DATED APRIL 15, 1996, BY CHAMBLEE& STRICKLAND, LAND SURVEYING, A COPY
OF WHICH IS ATTACHED TO DEED RECORDED IN DEED BOOK 1522, PAGE 412, NASH COUNTY REGISTRY
AND IS BY REFERENCE INCORPORATED HEREIN AS A PART OF THIS DESCRIPTION.
FOR FURTHER REFERENCE: TAX ID#279700334375
03-0841 B
7840 8 7968 OLD BAILEY 1iWY,,iVc Book: 2157 Page: 859 Seq: 4

Page 5 of 16
Pearson Batts Farm
Tract 2
Tract 1:
BEGINNING at a point where the centerline of the Horne's Church-Nashville public road intersects with the division line
of a tract of land now or formerly owned by Mrs. H. M. McMullenand the line runs as the McMullen line, S. 83 deg.40'
W. 1770 feet, more or less, to a corner with the tract of land known as the Ferrell land; thence with the Ferrell land, S. 85
deg. 50' E. 597.5 feet; thence S. 08 deg. 25'W. 1213.3 feet; thence S. 85 deg. 45' E. 515.5 feet to a corner with a tract
of land now or formerly owned by Worth Williams; thence as the Williams line, S. 11 deg. 30'W. 1352.3 feet to a stake
in the tract of land now or formerly owned by I. J. Williams; thence as the I. J. Williams line, N. 88 deg. 55'W. 353.3 feet;
thence N. 86 deg. 50'W. 813.1 feet to a point in the center of the Home's Church-Nashville public road; thence with the
centerline of said road, N. 24 deg. 50'W. 370.5 feet to a point in the center of said road; thence in a northwesterly
direction with the center of said road 2650 feet, more or less,to the beginning point and containing 109,acres, more or
less.
SAVING AND EXCEPTING that part thereof heretofore conveyed by deed from Jeff D. Batts, et ux. to Phillip D. Batts
and wife, Penny K. Batts, dated September 20, 1990, recorded in Book 1316, Page 713, Nash County Registry and
more particularly described as follows:
Beginning at new iron pin, S. 26 deg. 44' 56"W. 33.97 feet from a railroad spike, the centerline of SR 1001; thence
along the line of Jeff D. Batts the following courses and distances: N. 49 deg. 16' 17" E. 208.02 feet to a new iron pin;
S. 73 deg. 19' 08" E. 141.24 feet to a new iron pin; S. 04 deg. 26' 15"W. 151.55 feet to a new iron pin; S. 13 deg. 16'
14"E. 140.34 feet to a new iron pan; S. 73 deg. 15' 39"E. 177.75 feet to a new iron pin; S. 53 deg. 30' 17"W. 251.91
feet to a new iron pan in the northern right of way of SR 1001 0.5 miles north of SR 1946; thence along the northern right
of way of SR 1001, N. 35 deg. 32' 30"W. 483.63 feet to the point of beginning, containing 2,406 acres, more or less.
Being the identical property shown plat titled "Survey for Phillip D. Batts and wife Penny R. Batts', dated July, 1990, by
R. R, Herring&Associates, Inc.
For Further Reference: Tax 1D#279600611516
Tract 2:
BEGINNING at a point where the centerline of the Hornes-Church-Nashville Road intersects with the division line of a
tract of land, nor or formerly, owned by Mrs. H. M. McMullen; and the line runs as the above said road in a southeastern
direction about 2650 feet to a point in the center of road; said point being a corner with a tract of land, now or formerly,
owned by 1. J. Williams; thence as the Williams line, N. B5 deg. 22'W. 1876.1 feet to a stake in the line of a tract of land,
now or formerly owned by Maggie Williams; thence as Maggie Williams land, N. 06 deg. 00' E. 682 feet and N. 81 deg.
52'W. 1892.8 feet to a stake in the line of a tract of land known as the Taylor land; thence as the Taylor line, N. 05 deg.
30' E. 1636.0 feet, thence N. 81 deg. I V E. 477.9 feet; thence N. 01 deg. 38' E. 981.2 feet; thence N. 52 deg. 24' E.
800.4 feet to a point in the center of the Homes Church-Nashville Road, said point being in the line of a tract of land,
now or formerly, owned by Eugene Williams; thence as Eugene Williams line, S. 05 deg. 15'W. 1689 feet(scale)to a
point; thence continuing as Eugene Williams line, S. 82 deg. 55' E. 879.7 feet to a corner with Mrs. H. M. McMullen;
thence as the McMullen fine, S. 83 deg. 40' E. about 571.40 feet to the beginning point and containing 155.7 acres,
more or less. Being the identical property conveyed by deed from Jefferson D. Batts, et ux. to Armond D. Batts dated
July 18, 1972, recorded in Book 916, Page 400, Nash County Registry. Tract 1 and 2 being the identical property
conveyed by deed from Armond D. Batts, et ux, to Jeff D. Batts, dated April 19, 1990, recorded in Book 1307, page 626,
Nash County Registry.
For Further Reference: Tax 1D##279600328292
Tract 3:
Being that tract of land containing 14.1 acres, more or less, and more particularly described as follows:
BEGINNING at a point in Marie W. Pearson line, Worth Williams southwest comer, which point is N. 86 deg. 30' W.
878.00 feet from a rock, the northeast corner of that I. J. Williams Estate (now Marie W. Pearson) property;thence N. 86
deg. 47'W. 368.67 feet to a stake; thence N. 16 deg, 57' E. 1386,50 feet to a stake in Roy Ferrell line; thence S. 87 deg.
03-0841 E rAmM57ma ma
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r
Page q456 feet to a stake; thence S. 23 deg. 28'W. 1439.00 feet to the point of BEGINNING, and known and further
described as Lot No. 3 of a map of the Williams property as particularly shown and delineated on a plat prepared by L.
M. Phelps, C.E., and dated January, 1955.
For Further Reference: Tax ID#279600719069
Tract 4:
BEING that certain tract of land containing 13.9 acres and more particularly described as follows:
BEGINNING at a point in the northerly property line of Tract No. 4 as shown on a map entitled "Division of Anna T.
Williams Est." recorded in Plat Book 3, Page 99, Nash County Registry (now the northerly property line of the property
conveyed by Marie W. Pearson,widow, to Callbie Franklin Wood, Jr. and wife, Jane Adkins Woods by deed dated
August 19, 1974 and duly recorded in the Nash County Registry), the Barnes Farming Corporation southwesterly corner
(see deed dated April 18, 1995 from John D. Pearson, Executor, at al, to Barnes Farming Corporation and duly recorded
in the Nash County Registry), which point is N. 86 deg. 30' W. 1,246.67 feet from a stone monument located at the
northeasterlymost corner of the aforementioned Tract No. 4; thence,from said point of beginning with and along the
northerly property line of said Tract No. 4 (now the Callbie Franklin Wood, Jr., et ux: northerly property line) N. 86 deg,
4T W. 368.67 feet to a point, the southeasterly corner of a 13.8 acre tract now or formerly owned by Barnes Farming
Corporation; corners runs thence with and along the easterly property line of said tract owned by Barnes Farming
Corporation N. 10 deg. 24' E. 1,355.50 feet to the southerly property line of the property now or formerly owned by
Wilbur Roy Ferrell Heirs; corners runs thence with and along said property line S. 87 deg. 00' E. 528.00 feet to a point,
the northeasterly corner of a 14.1 acre tract now or formerly owned by Barnes Farming Corporation;corners runs thence
S. 16 deg. 57' W. 1,386.50 feet to the point of beginning containing 13.9 acres as shown on a reap of the Williams
Property prepared by L. M. Phelps, C.E., and dated January 1955. For reference see deed recorded in Book 1758,
Page 417, Nash County Registry.
For Further Reference: Tax ID#279600714161
Tract 5:
BEGINNING at'an iron pipe in the line of the Alfred Ricks Heirs and situate in a T ditch, a new corner with W. Floyd
Allen and Clay T. Strickland and wife; thence along the line of the Alfred Ricks Heirs, N. 76 deg. 32' E. 1575.7 feet to the
waters of Tar River marked by an iron pipe situate 38 feet southwest from the river; thence down the meanders of Tar
River(chord bearings and distances being S. 08 deg, 17"W. 259.0 feet, S. 16 deg. 30'W. 225.0 feet and S. 06 deg. 07'
W. 213.0 feet to an iron pipe), corner for the Ferrell Heirs; thence along the line of the Ferrell Heirs and the line of
Carson Barnes, S. 89 deg. 1 T W. 232.0 feet and S. 85 deg. 37'W. 888.2 feet to an iron pipe; thence along the line of
Carson Barnes S. 52 deg. 50'W. 281.0 feet to an iron pipe, a new corner with W. Floyd Allen and Clay T. Strickland and
wife; thence anew line with W. Floyd Allen and Clay T. Strickland and wife, N. 24 deg. 27'E. 313.4 feet to an iron pipe
in a 3' ditch, cornering; thence a new line with W. Floyd Allen and Clay T. Strickland and wife, N. 35 deg. 54'W. 335.8
feet to the BEGINNING, containing 17.05 acres.
For further reference: Tax ID#279600787403
Tract 6:
BEGINNING at an iron stake in the center line of N. C. Highway 97 (formerly N.C. Highway 95)corner between the
property of Floyd Allen and the 0. Strickland Heirs property, which point lies approximately 0.7 miles east of Strickland
Crossroads; thence along the eastern line of Floyd Allen property which is a line of marked trees, N. 26 deg. 00' E. 2079
feet to an iron stake, thence continuing along the eastern line of Floyd Allen N. 54 deg. 30' E. 280.6 feet to an iron
.stake, and continuing with the Floyd Allen line along a line of marked trees, N. 87 deg. 20' E. 893.2 feet to an iron stake,
a corner with the property of the Reece Ferrell Heirs; thence along the western line of the property of the Reece Ferrell
Heirs, which is a line of marked frees, S. 33 deg. 05'W. 2812.7 feet to an iron stake (which lies N. 15 deg. 55' E. 137
feet from the center line of N.C. 97); thence continuing with the western line of the property of the Reece Ferrell heirs
across N. C. Highway 97 through an iron stake in the center line.of said Highway, S. 15 deg. 55'W. along a line of
marked trees 2987 feet to an iron stake with pointers, corner'between the property of the Reece Ferrell heirs and the
property formerly owned by the Lee Williams Estate (now owned by the Batts family); thence along the northern line of
the property formerly owned by the Lee Williams Estate (now the Batts property) N. 80 deg. 35'W. 2338 feet crossing
S.R. 1001 to an iron stake, the western line of the property formerly owned by the Lee Williams Estate (now the Batts
property); thence along the eastern line of property formerly owned by the Lee Williams Estate (now the Batts property)
N. 08 deg. 25' E. 1750 feet crossing S.R. 1001 to an iron stake in the line of the O. Strickland heirs property; thence
along the southern line of the O. Strickland heirs property, S. 81 deg. 35' E. 1852 feet to an iron stake;thence along the
03-0841 E
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Page 7 of 16
eastern line of the O. Strickland heirs property N. 22 deg.35' E. 1471 feet to the point of BEGINNING containing
approximately 156.2 acres.
LESS AND EXCEPT the following described tracts or parcels of land:
PARCEL ONE: BEGINNING at a point in the center line of S.R. 1001, the Douglas Batts corner in said road; thence
with the line of Douglas Batts, S. 80 deg. 24' E. 273 feet to a stake, a new corner; thence N. 20 deg. 15'W. 272.9 feet to
a stake, a new corner;thence S. 68 deg. 36'W. 236.5 feet to the centerline of S.R. 1001, a new corner; thence along
the center line of S. R: 1001 S. 20 deg. 15' E. 132.5 feet to the point of BEGINNING containing approximately 1.10
acres.
PARCEL TWO: Containing 1.37 acres, more or less, and being Parcel 100 of the City of Rocky Mount Reservoir as
shown on the plat recorded at Map Book 8, Page 60, Nash County Registry, reference to which recorded plat is hereby
made for a more complete description of said property.
PARCEL THREE: 2.06 acres thereof conveyed to Nash County by deed recorded in Book 1344, Page 106, and more
particularly described as follows:
BEGINNING at a new railroad spike in the centerline of S.R. 1001, said spike marking the POINT OF BEGINNING,
thence along the centerline of S.R. 1001 in a southeasterly direction 100.00 feet, more or less, to a new P. K, nail, the
chord connecting the two aforesaid points having a bearing of S. 47 deg. 20' E; thence continuing in a southeasterly
direction 105.94 feet, more or less, to a new P.K. nail (cornering), the chord connecting the aforesaid two points having
a bearing of S.41 deg. 23' E.;thence N. 02 deg. 33' E. 667.10 feet along the line of property now or formerly owned by
Barnes Farming Corporation to a new iron pipe; thence N. 02 deg. 3T E. 5.0 feet along the line of property now or
formerly owned by Barnes Farming Corporation to a point, cornering; thence N. 87 deg. 03'W. 150.0 feet along the line
of property now or formerly owned by the Oscar Strickland Heirs to a new iron pipe, cornering; thence S. 02 deg. 33'W.
532.45 feet along property now or formerly owned by W. C.Thompson to the POINT OF BEGINNING and containing
2.06 acres, more or less:.
The above description is take from a survey drawn by Jerry M. Davis, R.L.S., dated July 18, 1991, and entitled "Property
Site for Purchase by Nash County, North Carolina".
PARCEL FOUR: A utility easement over 0.21 acres thereof conveyed to Carolina Telephone and Telegraph Co. by
deed recorded in Book 1378, Page 735, Nash County Registry and more particularly described as follows:
BEGINNING at the Barnes Farming Corporation's southeasterly property corner in the westerly right of way of S.R.
1001, said point also being located approximtely 0.6 miles north of the intersection of the centerline of S.R. 1001 with
S.R. 1946 and N. 17 deg. 34' 25"W. 608.24 feet and N. 80 deg. 35' 00"W. 33.61 feet from an existing 18" RCP
crossing said centerline of S.R. 1001; thence running from said POINT OF BEGINNING and along the southerly
property line of Barnes Farming Corporation, N. 80 deg. 35' 00"W. 100.00 feet to a point, cornering; thence running N.
17 deg. 19' 15"W. 100.00 feet to a point, cornering; thence running S. 80 deg. 35' 00" E. 100.00 feet to a point in the
westerly right of way of S.R. 1001, cornering, thence running with said westerly right of way of S.R. 1001, S. 17 deg. 19'
15" E. 100.00 feet to the POINT OF BEGINNING and containing 0.21 acres.
PARCEL FIVE: All that certain tract or parcel of land lying and being south of Oscar Strickland Heirs, Deed Book 311,
page 574, and east of Nash County Solid Waste Convenience Center No. 3, Deed Book 1344, page 106, Map Book 20,
page 157, and being in Jacksons Township, Nash County, North Carolina, containing 1.00 acres, more or less, as
shown and more particularly described by plat entitled "Boundary &Topographic Survey: SIMS, N. C.", prepared by
Joyner-Keeny &Associates, Planning & Land Surveying, dated February 5, 1997, as follows: Beginning at N.C.G.S.
Monument"STRICKLAND" having coordinates N =767,793.441 USFT and E = 2,292,531.196 USFT North American
Datum of 1983; thence S. 24 deg. 52' 18" E. 4130.15 feet to a point on the centerline of S.R. 1001; thence N. 02 deg.
33' E. 43.24 feet to a point on the northern right of way of S.R. 1001;thence along the dividing line between Nash
County Solid Waste Convenience Center No. 3, Deed Book 1344, page 106, Map Book 20, page 157, and Barnes
Farming Corporation, Deed Book 1034, page 794, N. 02 deg. 33' E. 369.86 feet to the southwest corner of the Tower
Site porperty,THE POINT OF BEGINNING; thence along Nash County Solid Waste Convenience Center No. 3, N. 02
deg. 33' E. 259.00 feet to a point on the property line of Oscar Strickland Heirs, Deed Book 311, Page 574; thence along
the property line of Oscar Strickland Heirs, S. 87 deg. 03' E. 168.00 feet to a point; thence along a new line the following
two courses and distances: S. 02 deg. 33'W. 259.00 feet to a point;thence N. 87 deg. 03' W. 168 feet to the Point of
BEGINNING, containing 1.00 acres, more or less, also being a portion of.that property described in Deed Book 1034,
page 794, Nash County Registry.
There is also conveyed a perpetual non-exclusive easement for ingress, egress and utiltiies (hereinafter called
03-0841E 8=215 f w am' Book: 2157 :Page: 859 Se 7
9 q

Page 8 of 16
"easement")appurtenant to and running with the real property described above as"PARCEL FIVE", said easement
more fully described in deed recorded in Book 1557, page 667, Nash County Registry.
For Further Reference: Tax ID#279600539951
Book: 2157 Page: 859 Seq: 8

Page 9 of 16
Nell Barnes
Tract 3
THAT CERTAIN TRACT OF LAND CONTAINING 87.11 ACRES, MORE OR LESS, LOCATED IN JACKSON
TOWNSHIP, NASH COUNTY, NORTH CAROLINA; AND BOUNDED, NOW OR FORMERLY, BY NATURAL
BOUNDARIES AND/OR OWNED BY AND/OR IN THE POSSESSION OF PERSONS AS FOLLOWS: NORTH BY SR
1941 AND JOYNER, EAST BY BONNIE PERRY, SOUTH BY GREAT SWAMP AND WEST BY WILLIE PERRY; SAID
TRACT LYING APPROXIMATELY 5 MILES EAST FROM THE TOWN OF BAILEY ON SR 1941 AND SR 1134 AND
BEING MORE SPECIFICALLY DESCRIBED AS FOLLOWS:
SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED ACCORDING TO A PLAT OF SURVEY
PREPARED BY DONNIE H. LILES, R.L.S., ON MAY 30, 1980,WHICH PLAT, RECORDED IN PLAT BOOK 13, PAGE
284, NASH COUNTY REGISTRY, IS BY REFERENCE INCORPORATED HEREIN AS A PART OF THIS
DESCRIPTION.
s
LESS AND EXCEPT;
LOTS 1, 2, 3, 4 AND 5, BLOCK A, AS SHOWN ON SURVEY AND PLAT ENTITLED, "MAJOR FINAL
PLAT--PROPERTY OF—SECTION 1, BLOOMERY ROAD SUBDIVISION" DATED FEB. 22, 2000 BY JOYNER—KEENY
&ASSOCIATES, PLANNING & LAND SURVEYING RECORDED IN PLAT BOOK27, PAGE 337, NASH COUNTY
REGISTRY.
FOR FURTHER REFERENCE: TAX ID#278400873346
03-0841 F si oK2157PAGF;.3! f
SR 1941 &Sid 1996,,NC
Book: 2157 Page: 859 Seq: 9

Page 10 of 16
Griffin/Ediiards Farm
Tract 4
Tract 1:Beginning at a stake in pharoah Narron's line; thence N, 03 deg. 30' E. 75-112 poles to a stake in center
of the Smithfield and Nashville Road, Dock Williams' line; thence S. 86 deg. 10' E. 189 poles to a stake in Henderson
Bagley's line; thence S. 02 deg.W. 40 poles to a stake in said Bagley's line; thence N. 86 deg. 10'W. 108-4/5 poles to a
stake; thence S. 10 deg. W. 40 poles, more or less, to a stake in center of a path in center of a branch; thence West
along center of said path about 100 yards, more or less, to a stake in the center of said path; thence S.W, 22 yards,
more or less, to a stake; thence N. 86 deg. 10' W. 43-2/3 poles to the beginning, containing 64 acres„more or less, and
including the Duncan Cone Place of 4 acres. The above 64 acres is same land conveyed by W. D. Morgan to A.R.
Beard, which is recorded in Nash Registry, Book 132, Page 530.
Tract 2: Beginning at a stake on north bank of Juniper Swamp and runs N. 22-1/2 deg. E. 158-2/3 poles to a
stake in A. R. Beard's line; thence with his line N. 86-1/2 deg.W. 19•poles to a stake; thence S. 19 deg.-W. 40-1/2 poles
to a stake in,a little drain in the path; thence N. 72 deg. W. 44-1/2 poles to a stake in said path; thence S. 49 deg. W. 4
poles to a stake; thence N. 86-1/2 deg. W. 43 poles to a stake in J. P. Narron's fine; thence with his fine S. 4 deg. W.
110-1/2 poles to a black gum, corner of the North bank of Juniper Swamp; thence down its meanders to the beginning,
containing 64-1/4 acres and being the same land conveyed to Wiley D. Morgan to A. R. Beard recorded in Book 44,
Page 582, Nash Registry.
The above described two tracts of land are the identical tracts conveyed to Barnes Farming Corporation by Deed dated
February 1, 1980, and recorded in Deed Book 1058, Page 536, Nash County Registry. Also see Plat Book 13, Page 60,
Nash County Registry.
There is excepted from the above described two tracts of land that 1 acre tract which was conveyed to Nernie Liles and
wife, Barbara Liles by deed.recorded in Deed Book 1074, Page 576, Nash County Registry.
Tract 3: All of that certain tract or parcel of land containing 34,72 acres, more or less, in Bailey Township,
Nash County, North Carolina, on SR#1945, bounded now or formerly as follows: North by the lands of W, M. Bailey,
East by the lands of Carson Barnes (formerly Billie Joe Lamm); South by SR#1945 and West by L. C. Deans, Jr. and
W. M. Bailey, and more particularly described as follows:
BEGINNING at a point in the center of the public road leading from Bailey to Bull Head about two (2) miles northeast of
Bailey, H. Friday and G. T. Lamm's comer; thence N. 07 deg. 15' E. 2772 feet to a corner in the center of the run of
Beaver Dam Branch; thence down the run of said Branch N.49 deg. 15' E. 186 feet and S. 62 deg. 50' E. 50.5 feet to
the mouth of(another) small branch; thence up the run of the last mentioned branch S. 03 deg. W. 183.8 feet, S. 27
deg. E. 130.5 feet, S. 52 deg. 30' E. 72.3 feet, S. 26 deg. 35' E. 178 feet, S. 12 deg. 30' E. 128 feet and S. 02 deg. 20' E.
234 feet to a corner(iron stake at foot of gum) at the head of said branch; thence S. 19 deg. E. 730.25. feet to a corner
(iron stake) in the field; thence S. 42 deg. 16' E. 277.5 feet to a point in the center of said public road leading from Bailey
to Bull Head, cornering; thence along the center of said road, S. 47 deg. 45'W. 1600 feet to the point of beginning,
containing 34,72 acres and being the identical tract of land conveyed to Robert S. Griffin and wife, Sarah C. Griffin, by
deed of Wayne D. Benton and wife, Helen S. Benton, dated November 9, 1961, recorded in Book 734, Page 212, Nash
County Registry. See also deed recorded in Book 865, Page 58, Nash County Registry. Said tract being the identical
property conveyed to Barnes Farming Corporation by deed dated January 2, 1979, and recorded in Deed Book 1035,
Page 555, Nash County Registry.
For Further Reference: The above described Three (3) tracts of land are combined to make up Tax ID#277400627201
03-0841 K
3305 FRIDAY ROAD, ,NC V� Book: 2157 Page: 859 Seq: 10

Page 11 of 16
Beard Farm
Tract 5
BEING ALL OF THAT TRACT OR PARCEL OF LAND KNOWN AS TRACT 6, CONTAINING 47.03 ACRES, AS
SHOWN ON SURVEY AND PLAT ENTITLED, "PROPERTY OF OCTAVIA B..BEARD ESTATE--RENTAL, BAILEY
TWSP., NASH COUNTY, N.C." DATED NOVEMBER 8, 1979, REVISED MARCH 12, 1980, BY WILLIAM B.
MCINTYRE, CIVIL ENGINEER & LAND SURVEYOR, RECORDED IN PLAT BOOK 13'; PAGE 302, NASH COUNTY
REGISTRY, SAID PLAT BEING FULLY INCORPORATED HEREIN AS A PART OF THIS DESCRIPTION. BEING THE
IDENTICAL PROPERTY CONVEYED TO BARNES FARMING CORPORATION BY DEED, DATED FEBRUARY 21,
1981, AND RECORDED IN DEED BOOK 1078, PAGE 395, NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX ID#277400421914
03-0841 L
OLD SMITHF1ELiJ ROAD(SR 1945),,NC agO57PIGE� Book: 2157 Page: 859 Seq: 11

Page 12 of 16
Brantley/Baines Farm
Tract 6
Tract I: BEING ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND CONTAINING 89.3 ACRES, AS
SHOWN ON SURVEY AND PLAT ENTITLED, "SOUTHERLAND FARM, OWNED BY DR. JULIAN C. BRANTLEY, JR.,
ET AL., LOCATED IN JACKSONS TOWNSHIP, NASH COUNTY, N.C.° DATED JAN. 7, 1966 BY A.W. BOSWELL,
REGISTERED SURVEYOR RECORDED IN PLAT BOOK 6, PAGE 135, NASH COUNTY REGISTRY, SAID PLAT
BEING FULLY INCORPORATED AS A PART OF THIS DESCRIPTION. BEING THE IDENTICAL PROPERTY
DESCRIBED IN DEED BOOK 1353, PAGE 75, NASH COUNTY REGISTRY.
LESS AND EXCEPT:
(1) LOTS 1, 2 & 3, BLOCK A, AS SHOWN ON SURVEY AND PLAT ENTITLED, "FINAL PLAT, BARNES FARMING
CORPORATION" DATED AUG. 26, 1993 BY JOYNER--KEENY&ASSOCIATES, PLANNING & LAND-SURVEYING
RECORDED IN PLAT BOOK 22, PAGE 18, NASH COUNTY REGISTRY.
(2) LOTS 4 & 5, BLOCK A, AS SHOWN ON SURVEY AND PLAT ENTITLED, "FINAL PLAT--SECTION: 2, BARNES
FARMING CORPORATION" DATED DEC. 27, 1995 BY JOYNER—KEENY&ASSOCIATES, PLANNING& LAND
SURVEYING RECORDED IN PLAT BOOK 23, PAGE 375, NASH COUNTY REGISTRY.
(3) PORTIONS OF LOTS 6 & 7, BLOCK A, AS SHOWN ON SURVEY AND PLAT ENTITLED, "MINOR FINAL
PLAT--SECTION 3--PROPERTY OF: BARNES FARMING CORPORATION" DATED JUNE 30, 1998 BY
JOYNER--KEENY&ASSOCIATES, PLANNING & LAND SURVEYING RECORDED IN PLAT BOOK 26, PAGE 66,
NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX ID#278600670941
Tract II: THAT CERTAIN TRACT OF LAND CONTAINING 13.611 ACRES, MORE OR LESS, LOCATED IN
JACKSON TOWNSHIP, NASH COUNTY, NORTH CAROLINA; AND BOUNDED, NOW OR FORMERLY, BY NATURAL
BOUNDARIES AND/OR OWNED BY AND/OR IN THE POSSESSION OF PERSONS AS FOLLOWS: NORTH BY N.C.
97, EAST BY BARNES FARMING CORP., SOUTH BY JULIAN BRANTLEY AND WEST BY M.B. DRAPER; SAID
TRACT LYING APPROXIMATELY 7 MILES SOUTHEAST FROM THE TOWN OF BAILEY ON N.C. 97 AND BEING
MORE SPECIFICALLY DESCRIBED AS FOLLOWS:
SAID TRACT OF LAND DESIGNATED AS "PART OF TRACT NO. 1, PARCEL NO. 3" MORE PARTICULARLY
DESCRIBED ACCORDING TO A PLAT OF SURVEY PREPARED BY BONEY AND NEWCOMBE, JANUARY, 1975
AND WHICH PLAT, RECORDED IN PLAT BOOK 11, PAGE 159, NASH COUNTY REGISTRY, IS INCORPORATED
HEREIN AS A PART OF THIS DESCRIPTION. BEING THE IDENTICAL PROPERTY DESCRIBED IN DEED BOOK
1032, PAGE 534, NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX 1D#278600681922
03-0841 M '
'6961 6975 LILES RD;WEST NC 97,,NC A
���� 'V1 P{r�� ]✓�� Book: 2157 Page: 859 Seq: 12

Page 13 of 16
Laurie Barnes Farm
Tract 7
BEGINNING AT A STAKE, MRS. V.J. PERRY'S CORNER, IN FARMER BROTHERS' LINE; THENCE°ALONG THE
LINE OF MRS. V.J. PERRY, NORTH 6 DEGREES 15 MINUTES EAST 2247 FEET TO A STAKE ON WHITE OAK
CREEK; THENCE ALONG WHITE OAK CREEK, NORTH 82 DEGREES 45 MINUTES EAST 660 FEET TO A STAKE,
WILLARD J. PERRY'S CORNER; THENCE ALONG THE LINE OF WILLARD J. PERRY SOUTH 6 DEGREES 15
MINUTES WEST 2406 FEET TO A STAKE IN FARMER BROTHERS' LINE; THENCE ALONG THE LINE OF FARMER
BROTHERS, NORTH 84 DEGREES 30 MINUTES WEST 639 FEET TO THE BEGINNING, AND BEING THE
IDENTICAL TRACT OR PARCEL OF LAND DESCRIBED IN DEED FROM WILLARD J. PERRY AND OTHERS TO
EMMA P. CREECH DATED MARCH 9, 1940, RECORDED IN BOOK455, PAGE 29, NASH COUNTY REGISTRY,AND
BEING LOT NO. 1 AS SHOWN ON MAP OF RECORD IN BOOK 441, PAGE 599, NASH COUNTY REGISTRY.
THERE 1S EXCEPTED FROM THE REAL ESTATE ABOVE DESCRIBED AND THIS CONViYANCE THAT PART
THEREOF CONTAINING 4 ACRES WHICH WAS HERETOFORE CONVEYED BY B.J. CREECH, WIDOW, ET ALS,
TO RELMON SHERROD AND WIFE, BEULAH J. SHERROD, BY DEED DATED MARCH 3, 1971, OF RECORD IN
BOOK 892, PAGE 116, NASH COUNTY REGISTRY, WHICH DEED REFERENCE IS HEREBY MADE FOR GREATER
CERTAINTY OF DESCRIPTION OF THAT PART THEREOF WHICH IS HEREIN EXCEPTED, AND BEING THE
IDENTICAL PROPERTY AS DESCRIBED IN DEED DATED JUNE 12, 1972, RECORDED IN BOOK 914, PAGE 673,
NASH COUNTY REGISTRY.
BEING THE IDENTICAL PROPERTY CONVEYED TO BARNES FARMING CORPORATION FROM LAURIE B.
CHANCY(SAME PERSON AS LAURIE A. BARNES)AND HUSBAND, HENRY F. CHANCY BY DEED, DATED
OCTOBER 28, 1987, AND RECORDED IN DEED BOOK 1237, PAGE 528, NASH COUNTY REGISTRY. ALSO, SEE
PLAT BOOK 13, PAGE 342, NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX ID#277500532304
03-0841 N
PIEEDHAM ROAD(5R 1956),,NC
sxA571E" Book: 2157 Page: 859 Seq: 13

Page 14 of 16
Store Farm
Tract 8
Tract I: THAT CERTAIN TRACT OF LAND CONTAINING 284.6 ACRES, MORE OR LESS, LOCATED
IN GRIFFINS TOWNSHIP, NASH COUNTY, NORTH CAROLINA; AND BOUNDED, NOW OR FORMERLY, BY
NATURAL BOUNDARIES AND/OR OWNED BY AND/OR IN THE POSSESSION OF PERSONS AS FOLLOWS:
NORTH BY FISHING CREEK, EAST BY HOLDERNESS, SOUTH BY L.A. GREEN AND HAMP WOODRUFF AND
SAUNDERS AND WEST BY SR 1502 AND HAYES BRANCH, SAID TRACT LYING APPROXIMATELY 7 MILES
NORTH FROM THE TOWN OF RED OAK ON SR 1501 AND BEING MORE SPECIFICALLY DESCRIBED AS
FOLLOWS:
SAID TRACT OF LAND DESIGNATED AT"SNIPES TRACT'AND"JONES TRACT' BEING MORE PARTICULARLY
DESCRIBED ACCORDING TO A PLAT OF SURVEY PREPARED BY W.F. BEAL, ON JANUARY 1956 WHICH PLAT,
RECORDED IN PLAT BOOK 1, PAGE 219, NASH COUNTY REGISTRY, WHICH BY REFERENCE IS
INCORPORATED HEREIN AS A PART OF THIS DESCRIPTION. BEING THE IDENTICAL,PROPERTY DESCRIBED
IN DEED BOOK 1100, PAGE 664, NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX 1D#382700816690
Tract II: BEGINNING AT A MONUMENT IN HAYS BRANCH MARKING A CORNER FOR M.G.
BRASWELL PROPERTY AS SHOWN ON PLAT OF RECORD IN MAP BOOK 1, PAGE 219, NASH COUNTY
REGISTRY, WHICH HAYS BRANCH IS THE DIVIDING LINE FOR THE SAID M.C. BRASWELL AND JIMMY D.
SMITH, JR. PROPERTY; THENCE WITH THE M.C. BRASWELL LINE, NORTH (SHOULD BE SOUTH) 87 DEGREES
WEST (SHOULD BE EAST) 384 FEET TO A MONUMENT, ANOTHER CORNER IN THE LINE OF M.C. BRASWELL
(NOW CARSON BARNES); THENCE SOUTH 2 DEGREES EAST 445 FEET TO ANOTHER MONUMENT IN THE M.C.
BRASWELL LINE; THENCE CONTINUING WITH THE BRASWELL LINE, NORTH 87 DEGREES WEST 287 FEET TO
A MONUMENT IN A STREAM; THENCE UP SAID STREAM, NORTH 43 DEGREES 30 MINUTES WEST 58 FEET,
NORTH 5 DEGREES EAST 100 FEET, NORTH 10 DEGREES 45 MINUTES WEST 100 FEET, NORTH 14 DEGREES
45 MINUTES WEST 91 FEET AND NORTH 43 DEGREES 45 MINUTES EAST 65 FEET TO A MONUMENT WHERE
SAID STREAM DIVIDES, WHICH POINT IS MARKED BY A MONUMENT IN THE JIMMY D. SMITH LINE; THENCE UP
SAID STREAM WHERE THE SAME RUNS INTO HAYS BRANCH AT THE POINT OF BEGINNING, CONTAINING 4
ACRES, MORE OR LESS, AND KNOWN AS THE WHITEHEAD LAND, AND BEING THE IDENTICAL LAND
CONVEYED BY ELIZABETH D. SHEARIN, WIDOW, TO LEE ROGER CYRUS, JR. BY DEED DATED NOVEMBER 27,
1995 AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS OF NASH COUNTY, NORTH CAROLINA IN
BOOK 1505, PAGE 1022. BEING THE IDENTICAL PROPERTY DESCRIBED IN DEED BOOK 1534, PAGE 166,
NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX ID# 382700711255
03-0841 O SJai� $2 4
�Pi'1I7L
LONESOME PINE ROAD,,NC Book: 2157 Page: 859 Seq: 14

Page 15 of 16
Taylor's X Road Farm
Tract 9
Tract I: BEING ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND CONTAINING 27.69 ACRES AS
SHOWN ON SURVEY AND PLAT ENTITLED, "PROPERTY OF BARNES FARMING CORPORATION, COOPERS
TWSP., NASH COUNTY, N.C." DATED JANUARY 2, 1990 BY MCINTYRE, CHAMBLEE& STRICKLAND, LAND
SURVEYING RECORDED IN PLAT BOOK 18, PAGE 255, NASH COUNTY REGISTRY, SAID PLAT BEING FULLY
INCORPORATED HEREIN AS A PART OF THIS DESCRIPTION. BEING THE IDENTICAL PROPERTY DESCRIBED
IN DEED BOOK 1296, PAGE 106, NASH COUNTY REGISTRY.
FOR FURTHER REFERENCE: TAX 1D#279700562622
Tract II: THAT CERTAIN TRACT OF LAND CONTAINING 15.5.1 ACRES, MORE OR LESS, LOCATED IN
COOPERS TOWNSHIP, NASH COUNTY, NORTH CAROLIN& AND BOUNDED, NOW OR FORMERLY, BY
NATURAL BOUNDARIES AND/OR OWNED BY AND/OR IN THE POSSESSION OF PERSONS AS FOLLOWS:
NORTH BY JOYNER, EAST BY LAND, SOUTH BY SHERROD AND WEST BY SR 1001; SAID TRACT LYING
APPROXIMATELY 7 MILES EAST FROM THE TOWN OF NASHVILLE ON SR 1001 AND BEING MORE
SPECIFICALLY DESCRIBED AS FOLLOWS:
SAID TRACT OF LAND MORE PARTICULARLY DESCRIBED ACCORDING TO A PLAT OF SURVEY PREPARED BY
WILLIAM B. MCI NTYRE, SURVEYOR, ON JULY 3, 1981 AND WHICH PLAT, RECORDED IN PLAT BOOT{ 13, PAGE
378, NASH COUNTY REGISTRY, IS BY REFERENCE INCORPORATED HEREIN AS A PART OF THIS
DESCRIPTION,
FOR FURTHER REFERENCE: TAX ID#279700552303
03-0841 P
7095 OLD BAILEY HWY&OLD BAILEY HWY, ,NC
r� Book: 2157 Page: 859 Seq: 15

Page 16 of 16
Ferrell Farn1
Tract 10
BEGINNING AT A BLACK GUM ON THE RUN OF TWO POLE BRANCH, CORNER OF LOT-NO. 1 HEREIN, RUNS
THENCE UP THE WATER COURSE OF SAID BRANCH SOUTH 12 DEGREES WEST 60 FEET, SOUTH 54
DEGREES E 285 FEET, SOUTH 16 DEGREES WEST 705 FEET TO THE ROCKY MOUNT-STANHOPE ROAD,
THENCE SOUTH 57 DEGREES 50 MINUTES WEST 410 FEET, THENCE SOUTH 30 DEGREES 30 MINUTES WEST
830 FEET TO A PINE STUMP ON THE RUN OF SAID BRANCH; THENCE SOUTH 5 DEGREES WEST 374 FEET TO
BRANTLEY'S CORNER; THENCE WITH BRANTLEY'S LINE NORTH 82 DEGREES 40 MINUTES WEST 1557 FEET
TO A PINE IN THE LINE OF THE ESTATE OF IREDEL WILLIAMS, DECEASED; THENCE WITH THE SAID
WILLIAMS' LINE, NORTH 38 DEGREES 20 MINUTES WEST 555 FEET TO A STAKE, THENCE NORTH 83
DEGREES 25 MINUTES WEST 852 FEET TO A STAKE IN SAID LINE, THE CORNER OF LOT NO. 5 HEREIN;
THENCE WITH THE LINE OF LOT NO. 5, NORTH 3 DEGREES 45 MINUTES EAST 1248.FEET TO A STAKE IN MRS.
REDMOND WINSTEAD'S LINE, CORNER OF LOT NO. 5; THENCE WITH SAID WINSTEAD'S LINE SOUTH 86
DEGREES 55 MINUTES EAST 1567 FEET TO AN IRON STAKE, MRS. WINSTEAD'S CORNER IN LINE OF LOT NO.
1; THENCE WITH THE LINE OF LOT NO. 1, SOUTH 44 DEGREES 15 MINUTES WEST 235.5 FEET TO A
SWEETGUM ON THE RUN OF A SMALL BRANCH; THENCE DOWN THE RUN OF SAID BRANCH SOUTH 47
DEGREES EAST 490 FEET; THENCE SOUTH 63 DEGREES 45 MINUTES EAST 328 FEET; THENCE SOUTH 79
DEGREES 30 MINUTES EAST 222 FEET TO A SMALL PINE,THE CORNER OF LOT NO. 1; THENCE WITH THE
LINE OF LOT NO. 1, NORTH 37 DEGREES 42 MINUTES EAST 932 FEET; THENCE NORTH 57 DEGREES 45
MINUTES EAST 682 FEET TO THE BEGINNING, CONTAINING 106.5 ACRES, IT BEING LOT NO. 2,ALLOTTED TO
WILLIAM ROY FERRELL, IN THE DIVISION OF THE LANDS OF W.R. FERRELL, AS RECORDED IN ORDERS AND
DECREES BOOK 25, PAGE 382, IN THE CLERK'S OFFICE OF NASH COUNTY. (WILBUR ROY FERRELL IS THE
SAME PERSON AS WILLIAM ROY FERRELL). BEING THE IDENTICAL PROPERTY CONVEYED BY WILBUR ROY
FERRELL TO WILBUR ROY FERRELL AND WIFE, ALICE H. FERRELL IN A DEED DATED MAY 16, 1979,
RECORDED IN BOOK 1044, PAGE 694, NASH COUNTY REGISTRY.
LESS AND EXCEPT: 1.90 ACRES CONVEYED TO WILBUR GLENN FERRELL AND WIFE, YVONNE B. FERRELL
BY DEED, DATED NOVEMBER 2, 1977, AND RECORDED IN DEED BOOK 1012, PAGE 227, NASH COUNTY
REGISTRY.
FOR FURTHER REFERENCE: TAX ID#279600829052
NORTH CAROLINA-NASH COUNTY
The foregoing certMcate 0
(are)certified to be correct.This was presentmi far rep4stratton wid recorded in
office on
BA RA W ER,REGJ OF MM
*A ty Reglsterof Deeds
03-08410
11887 EAST NC 97,,NC 1 �� �7 �
Bflg Book: 2157 Page: 859 Seq: 16