20180313 Ver 1_Soil Maps_20180305

Soil Map—Harnett County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/4/2018
Page 1 of 339127003912800391290039130003913100391320039133003913400391270039128003912900391300039131003913200391330039134003913500721300721400721500721600721700721800721900722000722100722200722300722400722500
721300 721400 721500 721600 721700 721800 721900 722000 722100 722200 722300 722400 722500
35° 20' 24'' N 78° 33' 57'' W35° 20' 24'' N78° 33' 5'' W35° 19' 57'' N
78° 33' 57'' W35° 19' 57'' N
78° 33' 5'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 250 500 1000 1500
Feet
0 50 100 200 300
Meters
Map Scale: 1:6,000 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Harnett County, North Carolina
Survey Area Data: Version 14, Sep 26, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Jun 25, 2014—Mar
16, 2017
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.
Soil Map—Harnett County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/4/2018
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bb Bibb soils, frequently flooded 11.5 6.4%
Co Coxville loam 32.5 18.2%
NoA Norfolk loamy sand, 0 to 2
percent slopes
89.1 50.0%
NoB Norfolk loamy sand, 2 to 6
percent slopes
17.1 9.6%
Ra Rains sandy loam, 0 to 2
percent slopes
28.1 15.8%
Totals for Area of Interest 178.4 100.0%
Soil Map—Harnett County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/4/2018
Page 3 of 3
AGENT AUTHORIZATION FORM
PROPERTY INFORMATION
Project Nam :
"s Truck Bodies
-:::I =56OGeoiq
Address:
� Perry Lee Rd, Dunn NC 28334
PIN:
11537-17-7973
County:
I Harnett
OWNER INFORMATION
The undersigned, registered property owner(s) of the above noted property, do
hereby authorize Mr. Hal Owen of Hal Owen & Associates, Inc. to act on
my/our behalf and take all actions necessary for the processing, issuance and
acceptance of jurisdictional determinations, CWA Section 401 and 404 permits
and certifications, and any and all standard and special conditions attached.
I/We also authorize representatives from the US Army Corps of Engineers to
enter the above noted property for the purpose of making a Jurisdictional
Determination.
I/We hereby certify the above information submitted in this application is true
and accurate to the best of my/our knowledge.
This authorization will remain in effect for (5) five years unless revoked by the
undersigned in writing.
Authorized Signature Title Date
(Please legibly print name here: PAUL J. FAIRCLOTH)
Authorized Signature Title Date
(Please legibly print name here:
113FEProperties LLC
Mailing Address:
! PO 0 1207, Dunn NC 28335
ftName:
Tele hone Number:
1 9
t 0 - (69'Z-92 b CP
E mailAddress:
I Olahe P P)f I ru( V-�oC;lj es� Cvm
The undersigned, registered property owner(s) of the above noted property, do
hereby authorize Mr. Hal Owen of Hal Owen & Associates, Inc. to act on
my/our behalf and take all actions necessary for the processing, issuance and
acceptance of jurisdictional determinations, CWA Section 401 and 404 permits
and certifications, and any and all standard and special conditions attached.
I/We also authorize representatives from the US Army Corps of Engineers to
enter the above noted property for the purpose of making a Jurisdictional
Determination.
I/We hereby certify the above information submitted in this application is true
and accurate to the best of my/our knowledge.
This authorization will remain in effect for (5) five years unless revoked by the
undersigned in writing.
Authorized Signature Title Date
(Please legibly print name here: PAUL J. FAIRCLOTH)
Authorized Signature Title Date
(Please legibly print name here:

P-14
DUNN QUADRANGLE
NORTH CAROLINA
7.5 -MINUTE SERIES (2016)
aLr
vw
Ku
ytier
P rr�-?
Ito
ILI
SCALE 1: 24 000
1
05 a KILOMETERS I
I
low
500 0 METERS 1 Coe
20M
1
0.5 0
1
MILES
i GOO a
100) 2000 MOD 4CM sm 6000 7ma sD130
901DO loom
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICA N VERTICAL DATUM OF 19EB

RENESOLA POWER HOLDINGS LLC w,—,"po'S2lflv—'8'3p8mv
PAY k 9
TO THE k
ORDER
eA
CHASEO
JPMorgan Chase Bank, N.A.
Chase com
FOR
111000003,11 1:3222?LP.2?1:
003

Perm it No.
(to be provided by DEMLR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H . 1000, Session Law 2006-246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H . 1008 (g).
I. PROJECT INFORMATION
ProjectName: 20022 Barker Farm Solar Power Generation Facili1y
Contact Person: Kevin Chen Phone Number: ( 877 )600-6646
Number of Lots: I Allowable Built Upon Area (BUA) Per Lot*:30,447 sf
Number of Dwelling Units Per Acre* *:N/A
Low Density Development (check one): [R -without curb & gutter E] with curb & gutter, outlets to (check one):
El Swales [-] Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
"(Phase 11 Post -Construction [non-SAl only)
II. BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (httt):/6)ortal.ncdenr.org/����web/ir/state-stormwater-foLmi docs
Complete the following calculation in the space provided below where:
- SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
- OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
- No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non-uniform lots.
Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4

Calculation:
For uniform lot sizes:
SA: 977,447 112 x DF: 0.0311 — RA: 0 ft2 — OA: 0 ft2 = BUA per Lot = 30,447 ft2
(No of Lots: 1)
For non-uniform lot sizes:
a. (SA; ft2 x DF: �� — (RA: ft2) — (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf. b must be :5 a
III. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdse.nws.noaa.gov/hdse/pfds/
Table 1. Swale design information based on the 10 -year storm
Swale No.
Drainage
Area ac
Impervious
Area ac
Grassed
Area ac)
C
Q
(cfs)
Slope
(%
Vallow
s
Vactual
(fps)
Flow
Depth ft
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
l9
20
Form SW401-Low Density-Rev.3-2110109 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
NIA a. tFor projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer is
provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided.
NIA b. tFor HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer is
provided adjacent to surface waters.
NIA c. tFor Phase Il Post -Construction projects: All built upon area is located at least 30 feet landward
of all perennial and intermittent surface waters.
_ NIA d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
NIA e. Built upon area calculations are provided for the overall project and all lots.
l i N/A f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H .1007)
(S N/A g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
EN/A h. Longitudinal slope of swales is no greater than 5%; for non -curb outletprojects, calculations for
shear stress and velocity are provided if slope is greater than 5%.
N/A i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
N/A j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non-erosive is velocity:5 2 ftls).
N/A k. Swale detail and permanent vegetation is specified on the plans.
N/A 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
NIA m.Swales are located in recorded drainage easements.
N/A mtt Length of Swale or vegetated area is at least 100 feet for each curb outlet.
NIA o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale).
NIA p.tt Curb outlets direct flow to a Swale or vegetated area.
Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4

V. SWALE SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to
any changes to the system or responsible party.
Print Name and Title:Kevin Chen, Manaeer
Address: 1300 Clay St., Suite 550 Oakland CA 94612
Phone: [phone] Date:_
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president
x, h iMV14- a Notary Public fortate of t , County of
Q.Wti � th do hereby certify that l A �personally appeared before me this
day of ZO 12, and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official seal,
a
CARLA L. TIMMONS
Notary signature o COMMISSION #2049629
g a_ . NOTARY PUBLIC -CALIFORNIA V
cOSSONEX MY MIIIES0-4
i
��"' NOVEMBER 23, 2Ul7
SEAL My commission expires 4l 2 � -2;v,(?-
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

&h
''� Ballentine
Associates, P.A.
Stormwater Management Report
For
20022 Barker Farm
Solar Power Generation Facility
Hope Mills, Cumberland County, North Carolina
(PIN: 0422511931)
Prepared by:
Ballentine Associates, P.A.
Consulting Engineers
221 Providence Road
Chapel Hill, NC 27514
[phone]
BA Project #: 117013.01
\01IIII//////
\A �CA n /f�i
1 r
VON
R.
Issue Dates Description
27 Nov 17 NCDEQ Review

20022 Barker Farm Solar Energy System
27 Nov 17
Existing Conditions Description:
41,�,�s
P:^Ballentine
Associates, P.A.
The 20022 Barker Farm, LLC Solar Energy System is located off Walter Canady Road in Hope Mills,
Cumberland County, North Carolina. The property PIN number is 0422511931. The project site contains
approximately 22.44 acres of agricultural fields and wooded lands. There are no structures located on
the site. The existing soils on the site include: Goldsboro loamy sand (GoA), Lynchburg sandy loam
(Ly), Pantego loam (Pg), Rains sandy loam (Ra), Torhunta and Lynn Haven soils (TR), Wagram loamy
sand (WaB) and Woodington loamy sand (Wo). The site is 1.4% hydrolic soil group (HSG) B, 8.3%
HSG B/D, 72.8% HSG A/D and 17.4% HSG A. The entire site drains toward the southwest direction
towards Run of Gallberry Swamp which is considered a jurisdictional stream. These jurisdictional
features include both intermittent and perennial classification. FIRM Panel 3720042200J indicate the
site does not lie within a special flood hazard area. The surface water classification for the site is C; Sw.
The site is located in the Lumber River basin. Project site Latitude and Longitude is 34.908071° and -
78.912788°.
Description of Proposed Proiect:
The proposed solar farm will consist of tracker solar panels, dual inverter/transformer areas and a chain
link fence along the perimeter of the array. The project will also include temporary laydown and
parking areas, and a permanent gravel driveway apron along Walter Canady Road The installation of the
solar panels themselves will not generally create significant land disturbance. The panels will be
mounted to racks, which are supported by a series of posts. The posts will be driven directly into the
existing ground without excavation or land disturbance and the existing ground cover will be allowed to
remain to the extent possible. Overall, approximately 17.0 acres of land will be disturbed by
construction; this is our entire project limits. The project areas true disturbance is caused by clearing and
grubbing, rubber tire vehicles accessing the site to distribute and install above grade material and a
dozen or so small trenches (2' wide, 36" deep) for wiring the array. The rack posts are mechanically
driven directly into the ground. The entire disturbed area will be protected by silt fence with silt fence
outlets. No change in drainage patterns (site drainage remains as sheet flow) or additional ponding of
water will occur as a result of this project. At the completion of construction, the entire site will be
seeded to create a good stand of grass.
Erosion control measures for this site have been designed in accordance with the NCDEQ Erosion and
Sediment Control Planning and Design Manual.
Stormwater Design:
At the completion of construction, the entire site will be seeded with a permanent grass seed to create a
good stand of grass. Since the panels are supported above the ground surface, grass is allowed to grow
under the panels. Rainwater will sheet flow off the panels and onto the grass. The panels are therefore
not considered to be impervious cover, as confirmed in the attached email from Julie Ventaloro with
NCDENR-DQW, dated May 17, 2013. A copy of this letter is included in the attached exhibits. The
proposed drive, inverter pads and rack posts will contribute a total of 30,447 sf of impervious surface.
As shown in the 20022 Barker Farm Solar Power Generation Facility - Impervious Percentage
Calculations included in the attached exhibits, the post development impervious cover will be 3.11% of
the total project area. Therefore, this project is considered Low Density and does not alter the pre -
development stormwater runoff characteristics of the site.

20022 Barker Farm Solar Energy System
27 Nov 17
List of Exhibits:
• Maps
o NRCS Soils Map
o NRCS Hydrologic Soil Group Map
o USDA Soils Map - Hardbound
o USGS Topo Map
o FIRM Panel 3720042200J
o Aerial Photo
• Calculations
0 20031 Barker Farm Site Impervious Calcs
o NCDENR Impervious Opinion Email from Julie Ventaloro
Ballentine
Associates, P.A.

689900
34° 54'44:'N
_g
R
g
r
34° 54'23" N
689900 690000 650100 690200 690300
3
Map Scale: 1:4,510 if pnnted on A landscape (11" x 8.5") sheet.
Meters
N 0 50 100 200 300
Feet
0 200 400 800 1200
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
9
Custom Soil Resource Report
Soil Map
690000 690100 690200 690300 690400
690500 690600 690700
690400 690500 690600 690700
g
g
34° 54' 23" N
690800
3
m
v

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
0 Soil Map Unit Polygons
im 0 Soil Map Unit Lines
■ Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
} Gravel Pit
Gravelly Spot
Landfill
y Lava Flow
Marsh or swamp
k Mine or Quarry
rye Miscellaneous Water
{_ Perennial Water
;c Rock Outcrop
Saline Spot
Sandy Spot
:. Severely Eroded Spot
s} Sinkhole
Slide or Slip
. Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
E2
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
Other
misunderstanding of the detail of mapping and accuracy of soil
�-
Special Line Features
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
Water Features
scale.
Streams and Canals
Transportation
Please rely on the bar scale on each map sheet for map
r
Rails
measurements.
Interstate Highways
Source of Map: Natural Resources Conservation Service
US Routes
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Major Roads
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Background
distance and area. A projection that preserves area, such as the
.
Aerial Photography
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
10
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 17, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Feb 14, 2011—Mar 3,
2011
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.

Custom Soil Resource Report
Map Unit Legend
Cumberland County, North Carolina (NC051)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
GoA
Goldsboro loamy sand, 0 to 2
percent slopes, Southern
Coastal Plain
0.9
1.4%
Ly
Lynchburg sandy loam, 0 to 2
percent slopes
Pantego loam
3.6
1.8
5.5%
Pg
2.8%
Ra
Rains sandy loam, 0 to 2
percent slopes
Torhunta and Lynn Haven soils
19.9
23.2
30.8%
TR
35.9%
WaB
Wagram loamy sand, 0 to 6
percent slopes
11.2
17.4%
Wo
Woodington loamy sand
4.0
6.1%
Totals for Area of Interest
64.5
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
11

Custom Soil Resource Report
mentioned in the descriptions, especially where the pattern was so complex that it
was impractical to make enough observations to identify all the soils and
miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the
usefulness or accuracy of the data. The objective of mapping is not to delineate
pure taxonomic classes but rather to separate the landscape into landforms or
landform segments that have similar use and management requirements. The
delineation of such segments on the map provides sufficient information for the
development of resource plans. If intensive use of small areas is planned, however,
onsite investigation is needed to define and locate the soils and miscellaneous
areas.
An identifying symbol precedes the map unit name in the map unit descriptions.
Each description includes general facts about the unit and gives important soil
properties and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major
horizons that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness,
salinity, degree of erosion, and other characteristics that affect their use. On the
basis of such differences, a soil series is divided into soil phases. Most of the areas
shown on the detailed soil maps are phases of soil series. The name of a soil phase
commonly indicates a feature that affects use or management. For example, Alpha
silt loam, 0 to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps.
The pattern and proportion of the soils or miscellaneous areas are somewhat similar
in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present
or anticipated uses of the map units in the survey area, it was not considered
practical or necessary to map the soils or miscellaneous areas separately. The
pattern and relative proportion of the soils or miscellaneous areas are somewhat
similar. Alpha -Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas
that could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion
of the soils or miscellaneous areas in a mapped area are not uniform. An area can
be made up of only one of the major soils or miscellaneous areas, or it can be made
up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil
material and support little or no vegetation. Rock outcrop is an example.
12

3
ER
663900
34° 54' 4,V'N
g
r
34° 54' 23" N
68M 690000 630100 690200 690300 690400
3
r
Map Scale: 1:4,510 if printed on A landscape (11"x8.5") sheet.
Meters
N 0 50 100 200 300
Feet
0 200 400 800 1200
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
G}DA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Hydrologic Soil Group—Cumberland County, North Carolina
690000 690100 6902W 690300 690400 690500
690600 690700
it
690800
34' 54'44"N
34° 54' 23" N
3
m
v
5/26/2017
Page 1 of 4

Hydrologic Soil Group—Cumberland County, North Carolina
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Rating Polygons
0 A
0 A/D
0 B
0 B/D
C
0 C/D
0 D
Not rated or not available
Soil Rating Lines
r r A
r r
A/D
r B
B/D
r r C
0 C/D
r r D
r r Not rated or not available
Soil Rating Points
0 A
0 A/D
■ B
■ B/D
MAP INFORMATION
p C
The soil surveys that comprise your AOI were mapped at
1:24,000.
0 C/D
0 D
Warning: Soil Map may not be valid at this scale.
p Not rated or not available
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Water Features
line placement. The maps do not show the small areas of
Streams and Canals
contrasting soils that could have been shown at a more detailed
scale.
Transportation
;T Rails
Please rely on the bar scale on each map sheet for map
#%-0 Interstate Highways
measurements.
US Routes
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Major Roads
Coordinate System: Web Mercator (EPSG:3857)
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
Background
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
® Aerial Photography
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 17, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Feb 14, 2011—Mar 3,
2011
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.
UUP Natural Resources Web Soil Survey 5/26/2017
� Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group—Cumberland County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit— Cumberland County, North Carolina (NC051)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
GoA
Goldsboro loamy sand,
B
0.9
1.4%
0 to 2 percent slopes,
Southern Coastal
Plain
Ly
Lynchburg sandy loam,
B/D
3.6
5.5%
0 to 2 percent slopes
Pg
Pantego loam
B/D
1.8
2.8%
Ra
Rains sandy loam, 0 to
A/D
19.9
30.8%
2 percent slopes
TR
Torhunta and Lynn
A/D
23.2
35.9%
Haven soils
WaB
Wagram loamy sand, 0
A
11.2
17.4%
to 6 percent slopes
Wo
Woodington loamy sand
A/D
4.0
6.1%
Totals for Area of Interest
64.5
100.0%
usDA Natural Resources Web Soil Survey 5/26/2017
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group—Cumberland County, North Carolina
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie-break Rule: Higher
uSDA Natural Resources Web Soil Survey 5/26/2017
Conservation Service National Cooperative Soil Survey Page 4 of 4

' P A] ITNT I-, N ) t 7 V AG I Ll (7 k I IAA A i B Sit[ F T NU MR F R :7
] r- CONSERVA 3'1()1 "UMKRLAND AND fiOKE C:i)t;NTIES- NORTH CAROLINA
. ..... ..... - — — ---------------
------ . . ............
970
: efL.
Slif.f.T NO l7 01 'r I

ILS. KPARTMEHT OF THE IFRENW ����+ mr HDPE ALU Q} %DLvmQE
ZUSGSY.F• GE IN0rr_tl 1U*%" 4J�i Topa a ; cAqa
s NI
d Elr Ny50 LI
K. 55' W� 2'30'
N f{ ZI-F 'm - 11 588 'f •_ .•. 35'00'
f k
'75
FA'r RL-J7S'vml.F.
•u
y I
y PL
l i
7�, •/jL�+� 1jr2F .: ; I. .:i11 — _ _ f :L�'{ 'IS
T� —0
YJ �
} f r r v yr
} } -• - - r j r• f f
i� HLWI: F
�— M1 t ,� l — � •`�• rye•. 5 +
3y �•• ' -
+ f } k
% �4
rrJ rJr...
f
nK I 1 r r'• l
:•.t• _ - Yom'+ +�•ru _� '� � ¢ ..
r �
_.S -4 •l I � __ - f• � M1x� J ry - - •
L /
f " I
.. - I M1'� ref°• _ —
�iL -- -sp - •-
_ -�yr, ��ryl � - •fes � - y v UN -Yx l t. � i
�� - � lei• ''�. •-
PPo6PL]EED
PRQECT �B M
_ } _ UWITB
n N
./ F yl•
i � _mak i S. •_ • - - - } - -r � - Ra~'ua j-_� - - -F •
�—
•A�
# .. _. 1{O]OGe1L' 1'x• 911— 7 —7F - _ •_ L w 71 I2
'._k—.- lytYm ru 1 0:mm Id" DAN*. rrp).
4Fisr Fi�M rrrrnrsa •. �n
1000 -me 4Ne: Unlversaliranzverse Mercator, zone l)5 0 METERS 1000 2000 sxoMary Hwy Inral Rose
10000-foo[[Ickz: NortM1 Carolina Coortlina[e Sys[en of 1983 rs)wLs 0 8W amp 4WD
0 R ------
Thi, map is no[ a legal d --t. Bountlznn maybe 21 MICS ILEI
•Interstate Route 115 Route O State Rpule
scale. Private Wnds -hi. government
1IN,
be drown. Obtaln Pennislon before 2000 3000 1000 5000 6000 auroaexaeraenw
en[ r n8 Prirote lantls, rccux non2o" M"IETIC NOUN
[a of sxOEr FEET
Imagery...................................................NAIP, May 2 CONTOUR INTERVAL5 FEET tClifdale
014 0
Roads ................................ U.S. Cenws Bureau, 2015 - 2016 U.s. Nexonel cNE NORTH AMERICAN VERTICAL DATUM OF 1988 1 2 3 2
2016 Fayetteville m N
Names..........................................................GNIz, �w.aoo.m pure i9
Hydmgraphy ....................National Hydmgraphy OA—L, 2014 3Vaneer v
mntDura............................Nanonal Ddatbn oataseq :ooB w mis ma oepcea mconrorm m[n me 4 5 4PaMtm seri
BountlarMs............MWUp1e sources; zee metadaca NW 1- - 2016 P was pr 5 Cetlar Cr-
-Id
reek �n
National fff s tial,- with
USI, go P t n dr tantlartl, 2011. 6 Renner[ w
Wedands.........FWS National Wetlands Inventory 197) 2014 AmetatlatafileasspcialetlwitM1tM1isprptluctisbaftversion0.6.19 6 ) 8 )"ItPaub HOPE MILLS, NC rc
8R 1 Z
—.1. ¢unPRAna[6s 2016 —z

FLOOD HAZARD INFORMATION
HTTP://FRIS.NC.GOV/FRIS
NATIONAL FLOOD INSURANCE PROGRAM
Base Flood Elevation (BFE)
'�. -�' IMP
-Without
Zone A,V, A99
_ \_� r ,.yf ••fig F'R. __
df
SPECIAL FLOOD
® Regulatory Floodway
,.''+`',,
-.6. A005)00prx
j
0.2% Annual Chance Flood Hazard, Areas
0422
of 1% Annual Chance Flood with Average
"P/ !R 7 _
' i71J!]777� _
Depth Less Than One Foot or With Drainage
Areas of Less Than One Square Mile zone x
— Future Conditions I% Annual
Chance Flood Hazard Zone x
OTHER AREAS OF—
�' r • i W; ''. l -Ml7rF- _ ItJ��a . t
FLOOD HAZARD
See Notes zone
}� _
AreasDeterminedtobeOutsidethe
AREAS
0.2%Annual Chance Floodplain zone x
COMMUNITY CID PANEL SUFFIX
------------- Channel, Culvert, or Storm Sewer
GENERAL
CUMBERLAND COUNTY 370076 0422 J
STRUCTURES
•Vj+.i"'
BM5510 x North Carolina Geodetic Survey bench mark
BM5510® National Geodetic Survey bench mark
l .'J 'J•41 �'� I, r_ 4_ -A
012
1
M
Z
t
Rte- •.. {
>F!
1 T
MWWN
J S
5
{ k
{F 6 L 7ti
lII 1 Mr__
Is �
.. +r� tom' � �h3`•� ,t -�+•
�_
- f ff� x -AIR lav
� .•' �.: � �'° �� �� � , F' 'flit
_ _
PMN -.A16
L I •Y ' M1 �)!�' aJ. . +f Ai;1�,i�1 •{ T. •.R, 1 1
FLOOD HAZARD INFORMATION
® CBRSArea Otherwise Protected Area
:NC
0 250 500 1,000
Feet
Meters
0 75 150 300
HARNERCOuNrY 10-
1:6,000
0555
ME®ME
®®®a
9MM®®O
HTTP://FRIS.NC.GOV/FRIS
NATIONAL FLOOD INSURANCE PROGRAM
Base Flood Elevation (BFE)
-Without
Zone A,V, A99
With BFE or Depth zone AE, AD, AH, VE, Ara
SPECIAL FLOOD
® Regulatory Floodway
HAZARD AREAS
j
0.2% Annual Chance Flood Hazard, Areas
0422
of 1% Annual Chance Flood with Average
Depth Less Than One Foot or With Drainage
Areas of Less Than One Square Mile zone x
— Future Conditions I% Annual
Chance Flood Hazard Zone x
OTHER AREAS OF—
Area with Reduced Flood Risk due to Levee
FLOOD HAZARD
See Notes zone
OTHER—
AreasDeterminedtobeOutsidethe
AREAS
0.2%Annual Chance Floodplain zone x
COMMUNITY CID PANEL SUFFIX
------------- Channel, Culvert, or Storm Sewer
GENERAL
CUMBERLAND COUNTY 370076 0422 J
STRUCTURES
. . . . . . . . . . . . . Non -accredited Levee, Dike, or Floodwall
BM5510 x North Carolina Geodetic Survey bench mark
BM5510® National Geodetic Survey bench mark
BM5510181 Contractor Est. NCFMP Survey bench mark
012
® CBRSArea Otherwise Protected Area
:NC
0 250 500 1,000
Feet
Meters
0 75 150 300
HARNERCOuNrY 10-
1:6,000
0555
ME®ME
®®®a
9MM®®O
ROBESON COUNTY I py �qg
LA BIADEN COUNTY � � ' '
37200422001
01/05/07
E
NATIONAL FLOOD INSURANCE PROGRAM
j
CL
0422
Panel Contains:
COMMUNITY CID PANEL SUFFIX
CUMBERLAND COUNTY 370076 0422 J
M
Z
ROBESON COUNTY I py �qg
LA BIADEN COUNTY � � ' '
37200422001
01/05/07

� a3fa
y r }
IWO-'
cr r
y v yk i
L
� •L L
TF .�
I •
4 f
L_ —L
y � - !hLa Apa e
-
ti
fl

2022 Barker Farm Solar Power Generation Facility - Impervious Calculation
Existing Conditions Area (sf) Area (ac) % of Total
Pervious
Wooded Areas
43,908
1.008
4.49%
Agricultural Fields/Lawns
927,607
21.295
94.90%
Impervious
Drives (Gravel/Conc./Asphalt)
5,932
0.136
0.61%
Structures
0
0.000
0.00%
Existing Impervious=
5,932
0.136
0.61%
Total Site Area =
977,447
22.439
100.00%
Proposed Conditions
Area (sf)
Area (ac)
% of Total
Pervious
Wooded Areas
37,646
0.864
3.85%
Agricultural Fields/Lawns
909,354
20.876
93.03%
Impervious
Existing Drives to Remain
5,932
0.136
0.61%
Existing Structures to Remain
0
0.000
0.00%
Proposed Drives (Gravel/Conc./Asphalt)
24,372
0.560
2.49%
Switchgear Pads
# of Pads
Area/Pad (sf)
Inverter Total
0
100
0
0.000
0.000%
Inverter Areas
(Assumes entire graded area)
# of Inverters
Area/Inverter
Inverter Total
1
120
120
0.003
0.01%
Rack Posts
Posts/Rack
# of Racks
Area/Post (int)
Rack Posts Total
8
155
2.7
23
0.001
0.00%
Proposed Impervious=
30,447
0.699
3.11%
Total Site Area =
977,447
22.439
100.00%
20022 Barker Farm Site Impervious Cales
Impervious Calcs 11/27/2017

George Retschle
From: Brent Niemann <[e-mail]>
Sent: Friday, May 31, 2013 4:33 PM
To: Cameron Weaver; Carol Miller
Cc: George Retschle
Subject: Fwd: Fixed -tilt rack mounted photovoltaic solar panels
And here is Julie's response.
Brent Niemann, PE
Civil Engineer
1119 U.S. Hwy. 15-501 South
Chapel Hill, NC 27517
0: 919.960.6015 x133
M: 919.268.7137
www.stratasolar.com
---------- Forwarded message ----------
From: Ventaloro, Julie <julie.ventaloro(a?ncdenr.gov>
Date: Fri, May 17, 2013 at 10:16 AM
Subject: RE: Fixed -tilt rack mounted photovoltaic solar panels
To: Brent Niemann <bniemann(a,stratasolar.com>
Cc: Michael Harvey <mharveykoran e�ync.gov>, "Joshua Crumpler PE, LEED AP"
<JCrumplerkkleinfelder.com>, "Bennett, Bradley" <bradley.bennettkncdenr.gov>, Cullen Morris
<cmorriskstratasolar.com>
Hi Brent,
Based on the information you provided, I would say that your solar panels could be considered pervious for purposes of
calculating percent imperviousness for compliance with the Water Supply or Phase 2 stormwater rules. I conferred witl
Mike Randall who coordinates the state's Phase 2 program, and he agrees. As you described, the concrete pads and
posts would be considered impervious. If you will be using heavy machinery that compacts the soil and significantly
reduces infiltration, you may also need to consider those areas impervious.
Please let me know if you have further questions.
Julie Ventaloro

Coordinator, Water Supply Watershed Protection Program
NC Division of Water Quality
Wetlands & Stormwater Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
Phone: (gig) 847-637o Fax: [phone]
Website: http://watersuppLywatershed.nc.gov
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties.
From: Brent Niemann[mailto:bniemannCa)stratasolar.com]
Sent: Wednesday, May 15, 2013 12:16 PM
To: Ventaloro, Julie
Cc: Michael Harvey; Joshua Crumpler PE, LEED AP; Bennett, Bradley; Cullen Morris
Subject: Fixed -tilt rack mounted photovoltaic solar panels
Good morning Julie.
As a follow up to our conversation, I have attached some pertinent information for your review.
We met with Michael Harvey at Orange County last week regarding an upcoming project we have received
zoning approval for & are moving forward with construction drawings. Based on the information provided in
this memo, your conversation with Terry Hackett was specific to "tracker" solar systems.
We install fixed -tilt rack mounted PV panels facing south, which do not rotate. Our racks provide a minimum
of 30" of clearance at the front & are tilted at 20-25 degrees from horizontal, making them less than 8' tall at the
back. Each rack contains between 24-38 panels in portrait, depending on the equipment specified for the
farm. This makes each rack between 45'-65' long. There is approximately a 1" gap between each panel on each
rack (horizontal gap & vertical gap). Also, there is a minimum 6" gap between racks horizontally (sometimes
more to accommodate site access). The rows of racks are spaced between V-20', to provide access & prevent
racks from shading each other. I have attached some pictures to help with my descriptions. Also, here is a link
to our website and you can look through various project photos(htip://www.stratasolar.com/utili!yLutLlity-
project-spotlighto. /utility-
project-spotl�o.
We have permitted over a dozen farms throughout the state (mostly through NCDENR regional offices) & our
rack mounted panels have never been considered impervious. The only proposed impervious surfaces we install
are the driven posts (cross sectional area is about 2.5 sq, in. each, about 3,000-4,000 per site based on soil
conditions & system size) and pre -cast concrete pads for inverter/transformer equipment (about 100 sf each, 6-
10 per site). Overall the impervious calculations for our farm placed in an agricultural field, are less than

0.5%. We utilize logging mats during construction to provide access in wet, rutted areas. Following
construction, we remove the mats, regrade, seed & stabilize.
Based on this information, can you provide us your interpretation of how you would consider our solar farms
from a pervious/impervious standpoint? Please feel free to call or email me if you have any questions or require
additional information.
Thanks
Brent
Brent Niemann, PE
Civil Engineer
J
1119 U.S. Hwy. 15-501 South
Chapel Hill, NC 27517
0: 919.960.6015 x133
M: 919.268.7137
www.stratasolar.com

9079 FILED
05640 9 019 PO0 5 6 4 CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
REGISTER OF DEEDS
Excise Tax: $ 0.00
Tax Lot No
Verified By
by
Prepared by and Mail to:
Brief description for the Index:
FILED Jan 02, 2013
AT 03:45:00 pm
BOOK 09079
START PAGE 0564
END PAGE
0578
INSTRUMENT #
00141
RECORDING
$26.00
EXCISE TAX
(None)
CL
NO TITLE EXAMINATION/TITLE NOT CERTIFIED
Parcel Identifier No:
County on the day of , 20
McCauley & Person, LLP
P.O. Box 53606, Fayetteville, NC 28305
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED is made this 31" day of December, 2012, by and between
GRANTOR
PRENTICE R. BARKER, and wife, KATHRYN
G. BARKER
Mailing Address:
5556 Braxton Road
Hope Mills, NC 28348
GRANTEE
BARKER GALLBERRY FARMS, LLC, a North
Carolina limited liability company
Mailing Address:
5556 Braxton Road
Hope Mills, NC 28348
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 Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, have and by these presents grant, convey, bargain and sell unto Grantee in fee simple that
certain parcels of real property more particularly described on Exhibit A attached hereto and incorporated
herein by reference.
Grantor covenants with Grantee that Grantor is seized of the above-described parcel of real property in fee

9079
0565
BK09079 P60565
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 above-described parcel of real property is subject to any unpaid ad valorem taxes and such
liens, encumbrances, restrictive covenants, easements and rights-of-way as may appear of record.
IN WITNESS WHEREOF, the foregoing instrument has been duly executed the day and year first above
written.
(SEAL)
PRENTICE R. BARKER
66t­ (SEAL)
KATHRYN G. BARKER
SEAL -STAMP STATE OF NORTH CAROLINA COUNTY OF CUMBERLAND
x%0%0..."''+,) certify that the following persons personally appeared before me this day, each
.�� caPNDERs'qVowledging to me that he or she voluntarily signed the foregoing document for the
w`Z`�kr�se stated therein and in the capacity indicated: P. R. BARKER and KATHRYN G.
Z� a1 AR r BAlBkER.
W .2�`
`Cfihi�tkte P day of December, 2012.
42C .
p v� g> ,
FRLANp4co mssion expires: Public ,5��
Typed or Printed Name of Notary
U:1RWM - Client Docs\Real EstatelGeneral Warranty DeedslBarker-PRBKathrynG to Shiloh Woods, LLC -160-89 Acs.wpd
(N.P. SrAL)

9079 OK09079 P60566
0566
EXHIBIT "A"
to Deed from Prentice R. Barker and wife, Kathryn G. Barker to Barker Gallberry Farms, LLC
dated December '�)(, 2012
TRACT
Book 5701, Page 846
Gray's Creek Township, Cumberland County, North Carolina
PIN: 0422-50-5888
BEGINNING at a stake in the Eastern line of the tract of which this is a part, said stake may be reached by
starting at a point in the center of Rural Paved Road 2244, the Southeast corner of the tract of which this
is a part and the Southwest corner of the property belonging to Vann Canady and runs North 6 degrees 10
minutes East 2,231 feet to a stake; thence North 13 degrees 10 minutes East 200 feet to the beginning
point; and runs for a first call North 13 degrees 10 minutes East 1,153 feet to a stake; thence South 83
degrees 40 minutes West 462 feet to a stake; thence South 76 degrees West 2,337 feet to a stake in the
run of Gallberry Swamp; thence down the various courses of the run of Gallberry Swamp approximately
1,150 feet; thence North 76 degrees East 1,933 to a stake, the point of beginning, and containing 60 acres
more or less. Being a part of a tract of land conveyed to Walter V. Canady dated January 29, 1923, and
recorded in Book 292, page 372, Cumberland County Registry. See also Book 266, page 248, Cumberland
County Registry. See also will of Walter V. Canady duly recorded in Book of Wills "N" page 10, in the office
of the Clerk of Superior Court of Cumberland County. Said Property being the property described in Deed
Book 1173, Page 447 Cumberland County Registry, North Carolina.
There is also hereby conveyed across a 100 acre tract owned by the parties of the first part a 20 foot right
of way easement for the purpose of ingress and egress in and to the property hereby conveyed, the said
right of way easement to be along the Eastern line of the aforesaid 100 acre tract.
Save and excepted from the above described property is a portion of a recombination of property as
described in Deed Book 4588, Page 696, Cumberland County Registry, North Carolina. Also see Boundary
Line Agreements recorded in Book 3559, Page 357, and Book 4588, Page 693, Cumberland County
Registry, North Carolina. The remaining property being 50 acres more or less and having the pin number
0422.04-50-5888 as shown on the tax maps of Cumberland County, North Carolina.
TRACT 2
Book 5708, Page 391
Gray's Creek Township, Cumberland County, North Carolina
PIN: 0422-71-0283
All that certain tract or parcel of land lying about 4 Y2 miles southeast of the center of the Town of Hope
Mills, NC, about 9'h miles south of the center of the City of Fayetteville, NC, and on the western side of but
not adjacent to SR 2252 (Chicken Foot Road) and on the northern side of but not adjacent to SR 2244 and
adjoining the lands of Hiram V. Canady, Sr. (41591505) P.R. Barker (10971515) and William J.P. Atkins
(36611478) on the north, Roy Bryant (44601235), Carrie Lee Ruth Council (28951159) and Iona Macklin
(1631176) on the east, Iona Macklin and Clement Canady (26911783) on the south and Hiram V. Canady,
Jr., (11731447) on the west and being more particularly described as follows:
BEGINNING at an iron pipe (found) at the bend of a canal, an agreed corner between Hiram V. Canady,
Jr., and P.R. Barker (10971515), also an agreed corner with Hiram V. Canady, Jr., and David N. Canady,
now William J.P. Atkins (36611478), said iron pipe being located North 83 degrees 36 minutes 37 seconds
East 461.15 feet from an iron pipe (found), another bend of said canal, a cornerwith P.R. Barker (10971515)

9079 ON09079 PE0567
0567
and Hiram V. Canady, Jr., (41591505) and runs thence from said beginning iron pipe with the William J.P.
Atkins western line (36611478) South 13 degrees 10 minutes West 256.98 feet to an iron rod (set); thence
with Atkins southern line South 80 degrees 52 minutes 22 seconds East 696.48 feet to an iron rod (found),
said iron rod being located North 80 degrees 52 minutes 22 seconds West 465.0 feet from an axle (found);
thence from said iron rod (found) with the Roy Bryant western line South 01 degrees 31 minutes 41
seconds West 216.58 feet to an iron rod (set) in the center of a 30 foot easement, a corner with Carrie Lee
Ruth Council (28951159); thence with Council's northern line and north of a 15 foot easement North 80
degrees 52 minutes 22 seconds West 365.0 feet to an iron rod (set); thence with Council's western line
South 00 degrees 12 minutes 52 seconds East 208.58 feet to an iron rod (set); thence with Council's
southern line South 80 degrees 52 minutes 22 seconds East 835.0 feet to an iron pipe (found), the corner
of the tract of which this is a part (31111771); thence with the eastern line of said original tract South 00
degrees 41 minutes 12 seconds West 268.73 feet to an axle (found), the corner of said original tract and
with Lona Macklin, said axle being located North 02 degrees 09 minutes 02 seconds East 473.13 feet from
a pump pipe (found) and runs thence from said axle with the southern line of the original tract (31111771)
North 84 degrees 15 minutes West 1316.05 feet to an iron rod (set) at the edge of the woods; thence with
the eastern line of the Hiram V. Canady, Jr., 60 acre tract (11731447) South 13 degrees 10 minutes West
110.0 feet to an iron rod (set) in a canal, this corner being located North 13 degrees 10 minutes East 200.0
feet from an iron pipe (found); thence from said iron pipe (set) in a canal with said canal South 76 degrees
00 minutes West 127.50 feet to an iron rod (set) in a ditch on the eastern side of a 20 foot road easement
(2674129); thence with said ditch North 14 degrees 59 minutes 35 seconds West 1087.44 feet to an iron
rod (set) in said ditch on the eastern side of a soil road and said 20 foot road easement at its intersection
with the northern line of the aforesaid 60 acre tract; thence with the northern line of said 60 acre tract and
southern line of Hiram V. Canady, Sr., (41591505) North 75 degrees 56 minutes 37 seconds East 216.0 feet
to an iron pipe (found) at a bend of said canal, a corner with Canady and P.R. Barker; thence with Barker's
southern line and along the southern edge or bank of a canal North 83 degrees 36 minutes 37 seconds East
461.15 feet to the beginning, containing 24.78 acres, more or less.
There is conveyed with the above 24.78 acre tract those certain road easements as shown in Deed Book
2895, page 159, Deed book 2674, page 29 and Deed Book 4460, page 235, Cumberland County Registry
And being that 21.25 acre tract less exceptions recorded in Deed Book 4588, Page 696, and also being the
tract conveyed by Theodore B. McNair to Hiram V. Canady, Jr., and wife, Bobbie Y. Canady by deed dated
9 December 1985 and recorded in Deed Book 3111, page 771, and part of that 60 acre tract conveyed to
Hiram V. Canady, Jr., as shown in Deed Book 1173, page 447, Cumberland County Registry.
TRACT 3
Book 5701, Page 849
Gray's Creek Township, Cumberland County, North Carolina
PIN: 0422-51-1931
BEGINNING at a stake in the run of Gallberry Swamp, said stake may be reached by beginning at an old
bolt driven in the ground and being the northernmost corner of the tract of which this is a part, and
proceeding South 0 degrees 45 minutes West 2,254 feet to a point; thence South 6 degrees 10 minutes
West 1,100 feet to the point of beginning; and running thence for a first call North 0 degrees 45 minutes
East 950 feet to a stake; thence North 76 degrees East 1984.00 feet to a stake in the eastern line of the
tract of which this is a part; thence South 41 degrees 31 minutes East 952 feet to a stake; thence South 7
degrees 20 minutes East 370 feet to a stake; thence South 76 degrees West 2,337 feet to a stake in the
run of Gallberry Swamp; thence up the run of Gallberry Swamp as it meanders to the beginning, and
containing 65 acres more or less and being the same property described in a deed recorded in Book 1173,
Page 525, and also being the same property conveyed in Book 4519, Page 505, Cumberland County
Registry, North Carolina.

8K09079 P00568
There is also hereby conveyed across a 100 acre tract owned by the parties of the first part in Deed book
1173, Page 525, Cumberland County Registry a 20 foot right of way easement for the purpose of ingress
and egress in and to the property hereby conveyed, the said right of way easement to be along the eastern
line of the aforesaid 100 acre tract.
TRACT FOUR:
Book 1097, Page 515
PIN: 0422-54-1009
Rockfish Township, Cumberland County
BEGINNING in the West edge of Galberry Swamp in Brown's line and runs thence South 22 degrees 15
minutes East 648.4 feet to an iron stake; thence South 17 degrees 13 minutes East 2,921 feet to an iron
stake; thence South 48 degrees 23 minutes East down the center of a canal 2,570.6 to an iron stake;
thence North 29 degrees 25 minutes East 2,834.9 feet to an iron stake; thence North 84 degrees 20
minutes East 2,149.6 feet to an iron stake; thence North 80 degrees 20 minutes 264 feet to an iron stake;
thence North 41 degrees 30 minutes West 4,671 feet to an iron stake; thence North 63 degrees 40 minutes
West 781.5 feet to an iron stake; thence North 88 degrees 20 minutes West 999 feet to the edge of
Galberry Swamp; thence along the edge of Galberry Swamp South 57 degrees 55 minutes West 633.5 feet
to a stake; thence South 43 degrees 15 minutes West 925.8 feet to a stake; thence South 64 degrees 27
minutes West 684 feet to a stake; thence South 38 degrees West 290.5 feet to a stake, the point of
beginning, containing 594 acres, more or less.
The above described property includes the following parcels described in Deed recorded in Book 529 at
Page 269 of the Cumberland County Registry.
FIRST PARCEL: Rockfish Township, Cumberland County, North Carolina.
BEGINNING in the West edge of Galberry Swamp in Brown's line and runs thence South 22 degrees East
47.20 chains to a stake; thence South 23 degrees East 9.16 chains to a stake in a canal; thence South 50
degrees 8 minutes East 48.84 chains to a stake; thence North 21 degrees East 49.42 chains to a stake;
thence North 77 degrees East 33 chains to a stake; thence North 44 degrees West 76 chains to a stake;
thence South 8.20 chains to a stake; thence West 25.60 chains to a stake; thence North 1 chain to the edge
of Galberry Swamp; thence with the edge of Galberry Swamp South 60 degrees 10 minutes West 35 chains
to the point of beginning, containing 567 acres, more or less.
And being the same lands described as the Second Tract in a deed from Jim Hodges and wife, Mattie
Hodges to Samuel J. Hodges, Jr., dated December 28, 1948, and recorded in Book 529, at Page 269,
Cumberland County Registry.
SECOND PARCEL: Rockfish Township, Cumberland County, North Carolina
BEGINNING at an old iron stake at the Easternmost corner of Samuel J. Hodges, Jr.'s 567 tract, said iron
stake being located in R. E. Nimocks' and B. B. Bramble's line, and runs thence South 64 degrees 22
m inutes West 290 feet to an iron stake, a corner of Riegel Paper Corporation's 186.55 acre tract as shown
on a map recorded in Book of Official Maps No. 23, at Page 13, Cumberland County Registry; thence with
Riegel Paper Corporation's line South 72 degrees 29 minutes West 23.68 chains to an iron stake; thence
continuing with the line of Riegel Paper Corporation South 31 degrees 45 minutes West 44.86 chains to a
stake in a canal; thence with the canal North 48 degrees West 9.46 chains to another stake in the canal;
thence North 29 degrees 25 minutes East 42.65 chains to an iron stake; thence North 84 degrees 20
minutes East 32.57 chains to an iron stake; thence North 80 degrees 20 minutes East 264 feet to the point

9079 8X09079 P00569
0569
of beginning, containing 56 acres, more or less.
TRACT FIVE
Book 5744, Page 707
PIN: 0422-80-5861
Grays Creek Township, Cumberland County, North Carolina
Tract No. 1 in lot no. 7, being a part of the tract known as the Murphy tract, and drawn by Nannie F.
Womack
Beginning at a point in the middle of the Chicken Road, said point being in the eastern line of the tract
known as the Murphy tract of which this is a part, and being the northeast corner of lot no. 6, in the division
of the Neil McNair Estate, and running thence with the northern line of lot no. 6, South 85 degrees 15
minutes West 15 chains and 50 links to stake in the western line of the tract of which this is a part, the
northwest corner of lot no. 6; thence with the western line of the tract of which this is a part, NorthO degrees
30 minutes East 14 chains and 82 links to a stake in the said line; thence North 85 degrees 30 minutes East
11 chains and 23 links to a point in the middle of the Chicken Road; thence with the middle of said road
South 16 degrees East 15 chains to the beginning, containing nineteen and seven tenths (19-7110) acres,
more or less, as per survey by A. M. Culbreth, Surveyor, in 1949.
The above described tract of land, being the same as described in deed from Foster Melvin, et al, to Nannie
F. Womack, dated October 8, 1949, and recorded in Book 587, Page 134, Cumberland County Registry.
TRACT SIX:
Book 5744, Page 707
PIN: 0422-70-4458
Grays Creek Township, Cumberland County, North Carolina
Tract No. 2 in lot no. 7, being a part of the tract known as the Gallberry tract, and drawn by Nannie F.
Womack.
Beginning at a stake in the western line of the tract called the Murphy tract and in the eastern line of the
tract of which this is a part, at a point in said line, North 0 degrees 30 minutes East 2 chains and 82 links
from the southeast corner of the tract of which this is a part, said stake being a corner of John D. McNair's
6 acres, and running thence with the northern line of said 6 acres, North 84 degrees 15 minutes West 21
chains and 55 links to a stake in the western line of the tract of which this is a part, the northwest corner of
said 6 acres; thence with the western line of the tract of which this is a part North 5 degrees East 10 chains
and 8 links to a stake in said line; thence South 84 degrees 15 minutes East 20 chains and 75 links to a
stake in the eastern line of the tract of which this is a part; thence with said line, South 0 degrees 30 minutes
West 10 chains and 13 links to the beginning, containing, twenty-one and thirty-two one hundredths (21-
321100) acres, more or less, as per survey by A. M. Culbreth, Surveyor, in 1949.
The above described tract of land, being the same as described in deed from Foster Melvin, et al, to Nannie
F. Womack, dated October 8, 1949, and recorded in Book 587, Page 134, Cumberland County Registry.

9079
0570
6K09079 P00570
TRACT SEVEN:
Book 2946, Page 501
PIN: 0422-05-3149 and 0422-75-1543
Rockfish Township, Cumberland County
PARCEL ONE:
That certain tract or parcel of land lying and being about 2 miles southeast of
the Town of Hope Mills, North Carolina, and on the southwest side of but not
adjacent to Paved Secondary Road 2252 adjoining the lands of Hoyle R. Canady
on the south and other lands of P. R. Barker, Jr., on all other sides and being
more particularly described as follows:
BEGINNING at a 3 inch iron pipe, the most northwestern corner of Hoyle P. Canady,
and runs thence north 53 degrees 41 minutes east 969.46 feet to an iron pipe;
thence north 83 degrees 44 minutes went 676.68 feet to a point, a corner of
P. R. Barker, Jr.; thence as the Barker lane south 07 degrees 24 minutes west
676.37 feet to the BEGINNING, containing 5.2 acres, more or less.
PARCEL N0. TND,
BEGINNING at a point on the eastern margin of the 60 foot right-of-way of
North Carolina Road SR 2243 said point being the southwestern corner of the
J. J. McLean property and the northwestern corner of the tract herein conveyed
pursuant to and in accord with a map drawn by William D. Bunce, R. S. on the
15th day of May, 1971, thence South 88 degrees 07 minutes west 724.45 feet
along the dividing line between the J. J. McLean property and the tract
herein conveyed to a point; thence South 18 degrees 58 minutes East 697.77
feet to a point along the said dividing line, said point being the southeastern
corner of lot number 11 as shown on the hereinabove referred to map; thence
South 59 degrees 01 minute West 446.03 feet along the dividing line between
lots 11 and 12 as shown on the hereinabove referred to map to a point along
the eastern margin of the right-of-way of the hereinabove referred to road,
said point also being the northwestern corner of Lot No. 12 as shown on
the hereinabove referrers to map, and said point also being the southwestern
corner of lot No. 11 as shwen on the hereinabove referred to map; thence North
30 degrees 59 minutes West 1230.33 feet along the eastern margin of the 60
foot right-of-way of North Carolina Road S.A. 2243 to a point and place of
beginning; said tract containing Lots Number 1 through 11 as shown on the
hereinabove referred to map.

9079
0571
PARCEL ND. THREE;
EK09079 P00571
FIRST TRACT: All that certain tract or parcel of land in the County of
Cumberland, State of North Carolina, Rockfish Township, and being known as
the Archie McLean land and more fully described as follows:
Said lands now or formerly bounded on the west by Roy Davis line, and on the
north by Carson Canady's line, and on the east and on the south by Bramble's
line and Nimock's line.
Being Lot No. 1 allotted to Flora McLean (later Memory), by William J. Buie,
W. G. Biggs and Gilbert Ray, Commissioners, appointed by the Court, in that
Special proceeding entitled, "William A. McLean, et als, ea -parte", the report
of said Commissioners being duly filed and recorded in Book B of Special
Proceedings at Pages 289, 294 (also see Special Proceeding File No. 697)
In the office of the Clerk of Superior Court of Cumberland County, North
Carolina, to which reference is hereby made and there described as follows:
BEGINNING at a stake near a tar kiln bed, the second corner of a 100 acre
survey; thence south 10 degrees west 31.63 chains; thence north 80 degrees
west 19.10 chains; thence north 10 degrees east 31.63 chains; thence south
80 degrees east 1.9.10 chains to the BEGINNING.
EXCEPTION: Reserving, however, herefrom one acre of land immediately
surrounding and including the cemetery site, now located thereon, with
right of ingress and regress thereto.
And being the same lands ftscribed in and conveyed by deed dated 8 March, 1947,
from A. G. Memory et ux et al to Roy Davis and wife, Maggie Davis, which is
recorded in Deed Book 499, Page 290, Cumberland County Registry.
SECOND TRACT: All that certain parcel or tract of land situated, lying and
being in the County of Cumberland, State of North Carolina, in Rockfish
Township, and being more particularly described as follows:
Being the same lands known as Lot No, 2 which were allotted to William A. McLean
in the division of the lands of the Estate of Archie McLean, deceased.
BEGINNING at a stake in the edge of a pond south of a branch; thence north 10
degrees east 31 chains and 63 links to a stake northwest of dwelling, a corner
of Lot No. 1; thence north 80 degrees west -12 chains and 50 links; thence south
70 degrees west 8 chains; thence south 10 degrees west 33 chairs; thence north.
70 degrees east 8 chains; thence north 10 degrees east 1 chain and 37 links to
a corner of 100 acre survey; thence to the BEGINNING.

9079
0572
OK09079 P60572
And being the same lands described in and conveyed as First Tract, Third Tract
and Fourth Tract of that certain deed dated 4 August 1930 by Maggie A. Davis
et al to Arthur Davis, which is recorded in Deed Book 364, at Page 183,
Cumberland County Registry.
EXCEPTION: Savings and excepting, however, from the land above described that
part thereof which was heretofore conveyed by Roy Davis et ux to Lewis Earl
Williams et ux by deed dated 23 June 1971 as recorded in Deed Book 2257, at
Wage 141, Cumberland County Registry, being a 3.27 acre, more or less, tract
of land, to which deed reference is hereby made for greater certainty of
description.
And being the identical lands conveyed to grantors by Pittman W. Barker and
wife, Mildred S. Barker, by deed of even date as will appear in the Cumberland
County Registry.
PARCEL NO. FOUR:
BEGINNING at a concrete right-of-way marker on the right-of-way line of the
new McArthur Road, said concrete marker being located South 3 degrees 25
minutes West 244 feet and South 5 degrees 32 minutes East 443.7 feet chord
from a concrete right -of -way -marker near the service road of Interstate
Highway #95 that extends in a northeasterly direction near the edge of
Galberry Swamp and almost due South of two railroad overpass bridges on
Interstate Highway #95, approximately 8 miles Southeast of the City of
Fayetteville, North Carolina, and runs thence North 89 degrees 24 minutes
East with M. B. Snyder"s line 765 feet to an iron stake; thence South 22
degrees 15 minutes East. approximately 700 feet with the line of P. R.
Barker, Jr. to the line of A. L. McLean; thence almost due West with the
line of A. L. McLean approximately 700 feet to the right-of-way line of
the new McArthur Road; thence with the right-of-way line of the New McArthur
Road as it curves in a Northerly direction approximately 700 feet to a
concrete right -of -way -marker in said line, the point of beginning, containing
5 acres, more or less.

9079
0573
PARCEL NO. FIVE:
BKO9079 P60573
FIRST TRACT: All that certain tract or parcel of land lying and being about
7 miles south of Fayetteville and on the eastern side of and adjacent to
Service Road 301 adjoining lands of Wolf Summit Coal Co., on the north,
Sudie Culbreath on the northeast, P. R. Barker on the east, Murphy Smith
and McLean lands on the south, and being more particularly described as
follows: BEGINNING at a stake in the eastern right of way line of 301
Service Road, said stake being located north 41 degrees west 728.40 feet
from the 4th corner of the original 134.45 acre tract, of which this is
a part, and runs thence as the 3rd line of said tract south 41 degrees east
276.40 feet to a stake, the 4th corner of said tract; thence south 10
degrees 0 minutes gest 342.5 feet to a stake; thence south 89 degrees 30
minutes east 1897.5 feet to a stake, a corner of a 56 acre tract as shown
In Deed Book 680, at page 219, Cumberland County Registry, and runs thence
as the dividing line between First and Second Tract of said deed north 11
degrees 0 minutes east 1155 feet to a stake in an agreed line; thence with
said agreed line south 76 degrees 0 minutes nest 264.0 feet to a stake;
thence north 20 degrees 0 minutes west 1584.00 feet to a stake, a corner
of the Wolf Summit Coal Co. Property; thence south 70 degrees 0 minutes
west 1620 feet to a stake in the eastern right of way line of 301 Service
Road; thence as the eastern right of way line of said 301 to the
BEGINNING, containing 99 acres, more or less. And being a portion of First
Tract as shown in Deed Book 680, at page 219, in the Cumberland County Registry.
SECOND TRACT: Adjoining and on the eastern side of the above mentioned First
Tract beginning at an iron axle in the western line of the 76.7 acre tract
of which this is a part, it being the southeastern corner of a 99 acre tract
as described as Tract No. One in this deed, and runs thence a new line south
61 degrees 45 minutes east 1518 feet to an iron axle in a bay, the 4th corner
ofa 76.7 acre tract; thence as the fourth line of said 76.7 acre tract north
13 degrees 1.0 minutes east 2269.74 fee[ to the beginning corner of said tract;
thence with an agreed line south 76 degrees 00 minutes west 1700.16 feet to
a stake, another corner of said 99 acre tract; thence with the eastern line
of said 99 acre tract south 11 degrees 00 minutes west 1155 feet to the
BEGINNING, containing 56 acres, more or less, and being all of the Second
Tract as shown in Deed Book 680, at page 219, in the Cumberland County Registry.
PARCEL NO. SIX:
All that certain tract or parcel of land lying and being about I mile East
of the community of Roslin, and about 3 1/2 miles Southeast of the Town of
Nope Mills, North Caolina, and on the West side of and adjacent to Paved
Secondary Road 2252 and adjoining the lands of Roy Davis and Calhoun on the
North. Dennis Smith on the West, Hoyle R. Canady on the South and other lands
of P. R. Barker, Jr, on the Southwest and being more particularly described
as follows:

9079
0574
BK09079 P00574
BEGINNING at a 3" iron pipe the most Southern corner of Roy Davis and runs
as his Line North 15 degrees 54 minutes East 1715.30 feet to a railroad spike
in the center of Paved Secondary 2252; thence South 32 degrees 56 minutes
East 320.00 feet to a 3" iron pipe on the Southwest side of said road; thence
South 24 degrees 26 minutes Eget 175.00 feet to a 3" iron pipe,; thence North
32 degrees 44 minutes East 99.92 feet to a point in the center of said road;
thence with the center of said road the following courses and distances,
South 41 degrees 06 minutes Feat 1313.73 feet; South 37 degrees 08 minutes
East 326.26 feet; South 17 degrees 31 -minutes East 402.28 feet South 08 degrees
52 minutes East 813.49 feet; South 00 degrees 52 minutes East 325.65 feet
South 17 degrees 45 minutes West 323.59 feet; South 25 degrees 21 minutes
West 345.09 feet youth 18 degrees 30 minutes West 316.90 feet; South 02
degrees 22 -minutes West 338.60 feet South. 19 degrees 53 minutes Fast 580.44
feet; South 28 degrees 23 minutes East 1118.25 feet to a railroad spike in
the center of said road; thence leaving said road North 84 degrees 05 minutes
Wast 990.00 feet to a 3" iron pipe; thence South 28 degrees 04 minutes East
1320.00 feet to a 3" iron pipe; thence North 83 degrees 04 minutes West 462.00
feet to a point; thence South 07 degrees 24 minutes West 1139.08 feet to a
3" iron pipe; thence South 83 degrees 25 minutes West 255.38 feet to a
3" iron pipe; thence North 07 degrees 35 minutes West 378.00 feet to a
3" iron pipe; thence to a With the center of a canal North 41 degrees 30
minutes West 5847.50 feet to a 3" iron pipe in the center of said canal
a corner of Dennis Smith; thence with his line North 00 degrees 29 minutes
East 1679.00 feet to an iron pipe in the Southern right -of -stay line of soil
Secondary Road 2242 thence North 11 degrees 23 minutes East 489.88 feet,
to a 3" iron pipe a corner of Murphy Smith; thence North 78 degrees 33
minutes East 526.07 feet to a wagon axle; thence South 73 degrees 42 minutes
East 2173.00 feet to the beginning containing 502.10 total, less road
right-of-way 9.86 ac. less lots 4.50 ac. NET 487.74 acres. More or less.
PARCEL N0, SEVEN.
FIRST TRACT. In Rockfish Township, Cumberland County, North Carolina.
BEGINNING in the West edge of Galberry Swamp in Brown's line and runs
thence South 22 degrees 15 minutes East 648.4 feet to an iron stake; thence
South 17 degrees 13'minutes East 2,921 feet to an iron stake; thence South
48 degrees 23 minutes Lust down the center of a canal 2,570.6 to an iron
stake; thence North 29 degrees 25 minutes East 2,834.9 feet to an iron
stake; thence North 84 degrees 20 minutes East 2,149.6 feet to an iron
stake; thence North 80 degrees 20 minutes East 264 feet to an iron stake;
thence North 41 degrees 30 minutes West 4,671 feet to an iron stake; thence
North 63 degrees 40 minutes West 781.5 feet to an iron stake; thence North
88 degrees 20 minutes West 999 feet to the edge of Galberry Swamp; thence
along the edge of Galberry Swamp South 57 degrees 55 minutes West 633.5
feet to a stake; thence South 43 degrees 15 minutes West 925.8 feet to
a stake; thence South 64 degrees 27 minutes West 684 feet to a stake;
thence South 38 degrees West 290.5 feet to a stake, the point of beginning,
containing 594 acres, more or less.