SW6231109_Stormwater Report_20240315

STORMWATER MANAGEMENT
PERMIT PACKAGE
Duke Energy Progress, LLC
Barker Laydown Yard
Cumberland County, North Carolina
Dewberry Project Number: 50130756
NOVEMBER 17, 2023 1 REV 1: NOVEMBER 22, 2023 1 REV 2: MARCH 14, 2024
■
011-11 Dewberry®
SUBMITTED BY SUBMITTED TO
Dewberry Engineers Inc. NCDEQ
NC License No.: F-0929 DEMLR—Stormwater Section
2610 Wycliff Road, Suite 410 512 N. Salisbury Street, Office 640M
Raleigh, NC 27607 Raleigh, NC 27604
919.881.9939 919.707.3646

TABLE OF CONTENTS
Stormwater Management Narrative
Appendix A NCDEQ Low-Density Stormwater Permit and Supplemental,
Supplement-EZ, Operation & Maintenance Agreement Application, and
Secretary of State Verification
Appendix B Property Lease and Deed
Appendix C USGS Quad and NRCS Soils Maps
Appendix D Grading Plan /Drainage Area Map
Appendix E Calculations
Appendix F Specifications
Appendix G Environmental Memorandum
Appendix H Stormwater Soil Evaluation Report

1. Stormwater Narrative
1.1. Project Description
Duke Energy Progress, LLC (DEP) plans to install a gravel laydown yard on PIN 0422-39-7835
owned by Kathryn G. Barker in Hope Mills, Cumberland County, North Carolina. The executed lease
agreement is included in Appendix B.
The proposed laydown yard will consist of a gravel pad, matted diversion ditch with berm, a chain-link
fence, and a wooden privacy fence along the residential abutting areas. The existing apron off
Braxton Road will be utilized to access the site. The total disturbed area is 9.1 acres.
Duke Energy is reconductoring a new transmission line in the vicinity of this project that will be
permitted separately. Duke Energy will use this laydown yard to support the transmission line project.
The laydown yard will be used to store equipment (bucket trucks, line trucks, cranes, pick-up trucks,
etc.) and materials (transmission poles, caissons, wire, hardware, etc.). Once the lease agreement is
over, the disturbed areas will be seeded, the erosion and sediment control and NCG01 permits will be
closed out, and the gravel yard will be returned to the existing conditions as farmland.
Gravel will be installed on top of existing ground once compacted. A laydown yard edge swale
consisting of a minor diversion ditch with berm on the outside is proposed to capture and control
stormwater that flows off the proposed site during rainfall events. The water will be directed to the
south side of the site where a 418-foot-long level spreader with filter strip will be constructed to
disperse flow offsite.
All erosion control measures shown on the plans are to be installed. The DEP representative (onsite
inspector) will determine if any additional erosion control measures are needed to ensure that all
sediment is kept onsite.
1.2. Existing Site Conditions
The overall property is 123.05 acres and the project area consists of 9 acres in the southwest corner
of the overall property. The project area drains to Grays Creek (see USGS map in Appendix C) which
is located in the Cape Fear River Basin. Grays Creek is classified as a Class B stream.
The existing project area is cleared land that is used for agriculture. The project area is relatively flat
and has an existing catch basin located along the southern property line with an 18" RCP that
connects to the street catch basin between the properties PIN 0422-67-0430 and PIN 0422-67-0495.
There is no existing impervious area within the project area.
1.3. Soils Characteristics
The attached USDA NRCS Soils Map (Appendix C) shows the soil characteristics within the project
area. See Appendix H for the full stormwater soil evaluation report.
Dewberry Duke Energy Progress, LLC I Barker Laydown Yard 11

1.4. Proposed Erosion and Sedimentation Control Devices
Temporary measures will be used to limit erosion and contain sediment from disturbed areas prior to
the establishment of vegetation. Once construction is complete and vegetative cover has been
established, these measures will be removed. Temporary and permanent vegetative cover for
disturbed areas will consist of grasses as recommended by the North Carolina Erosion and
Sedimentation Control Planning and Design Manual (ESCPDM).
The temporary erosion and sediment control measures proposed for this site include wattles, a
construction entrance, silt fence, silt fence outlets, and temporary seeding measures, as required.
The above devices will filter sediment from runoff to prevent sediment from being deposited offsite,
while the temporary seeding will limit erosion during construction activities. All temporary construction
measures will be left in place, monitored, repaired, as needed, by the Contractor, and remain fully
functional while construction is underway. Permanent seeding is the proposed permanent erosion
control measure. Permanent stormwater swales along the edges of the laydown yard will be lined
with a jute liner and stabilized with permanent seeding.A level spreader-filter strip SCM will be
installed last and will be stabilized with No. 57 stone within the blind swale, slopes, and transition
area, and with sod along the filter strip.
All devices were designed based on guidelines and procedures as set forth in the North Carolina
Erosion and Sediment Control Planning and Design Manual.
The following measures and devices will be use on this phase of the project.
a. Temporary Wattles
Wattles will be used as necessary to prevent sediment from entering the work area, leaving
the construction site, and for directing flow to silt fence outlets.
b. Temporary Construction Entrance/Exit
A gravel construction entrance/exit will be installed to keep mud and sediment off of public
roads. See drawings for location and detail.
c. Temporary Silt Fence
Silt fence will be constructed as necessary to prevent sediment from entering the work area
or leaving the construction site. See drawings for locations and detail.
d. Temporary Silt Fence Gravel Outlet
Silt fence gravel outlets will be used as necessary to capture sediment from runoff along
boundary of silt fence.
e. Temporary Seeding
Seeding will be done to stabilize disturbed area with vegetation prior to the establishment of
permanent vegetation. See seeding schedule on plans. Wetlands will be allowed to naturally
re-vegetate.
Dewberry Duke Energy Progress, LLC I Barker Laydown Yard 12

f. Permanent Seeding
Seeding will be done to stabilize disturbed upland areas with vegetation. See seeding
schedule on plans.
g. Rolled Erosion Control Product (RECP)
RECP consisting of jute mesh will be used on all drainage swales prior to establishment of
permanent vegetation. See detail on plans.
1.5. Maintenance and Sediment Disposal
All sediment and erosion control measures shall be inspected at regular intervals and following any
significant rainfall event of 1" of greater, but in no case less than once every week. Repairs to, or
replacement of, measures shall occur if necessary and accumulated sediment removed as needed.
Sediment shall be removed from all erosion control measures when the sediment storage volume of
the measure has become 50% full.
All removed sediment shall be disposed of in an approved manner at a location to be designated by
the Owner. Steps shall be taken at the disposal site to insure that further sediment transport does not
occur.
All disturbed areas shall be permanently seeded as soon as possible, but in no case later than 14
calendar days after construction activities are complete. Slopes shall be seeded within 7 calendar
days. Areas shall be seeded, fertilized and mulched in accordance with the Seeding Schedule.
Dewberry Duke Energy Progress, LLC I Barker Laydown Yard 13

1.6. Stormwater Management
Drainage on the project site generally flows south from the ridgeline that exists in the project area.
The water on this property is directed towards the catch basin with an 18" RCP drainage pipe in
between the properties PIN 0422-67-0430 and PIN 0422-67-0495, which then disperses to a 36" RCP
pipe under Walking Trail Way Road. There is no existing impervious within the project area. The
project is in a Phase II stormwater area that is subject to Phase II Post-Construction stormwater
regulations.
Most of the stormwater runoff will be managed with the incorporation of a level spreader—filter strip
(LS-FS) along the southern edge of the gravel which will evenly disperse water towards the existing
catch basin described above. Stormwater runoff that does not flow directly to the LS-FS is captured
by permanent swales located along the edges of the gravel yard. These swales will direct flow to the
LS-FS blind swale.
For the area to the north (labeled as DA-3 on the grading plan), the water will be treated via
disconnected impervious, and the water will be allowed to flow across the existing horse pasture.
Stormwater drainage patterns will remain unchanged from the existing site since all runoff is currently
getting into the existing storm system either onsite or once it gets to the roadway through neighboring
parcels. Stormwater will be treated consistent with low-density permitting standards.
1.7. Additional Permits
1. Cumberland County Special Use Permit (SUP)
2. Cumberland County Site Plan Permit
3. NCDEQ Erosion Control Permit
4. NCDOT Driveway Permit
Dewberry Duke Energy Progress, LLC I Barker Laydown Yard 14

Appendix A — NCDEQ Stormwater Permit,
Supplement E-Z, Operation & Maintenance
Agreement Application, and Secretary of
State Verification
www.dewberry.com

Richard Bagley
VP Transmission Engineering&
DUKE Resource&Project Management
4 ENERGY, Charlotte,
South Church St
Charlotte, NC 2820202
October 22, 2015
Mr. Toby Vinson Jr., PE
N.C. Department of Environment & Natural Resources
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
512 North Salisbury Street
Raleigh, North Carolina, 27699-1612
Subject: Duke Energy Carolinas, LLC and Progress Energy Carolinas, Inc.
List of Designated Signatories for the Submittal of NC DENR
for Transmission Engineering Projects
Dear Mr. Davis:
By this letter Duke Energy Carolinas, LLC and Duke Energy Progress, Inc. are providing
below a list of positions for which the incumbents are delegated agents for signatory of
applicable permit applications (such as Financial Responsibility/ Ownership Forms,
Stormwater Management Permit Applications..) relating to Transmission Engineering
Projects.
• Manager, Siting & Permitting
• Manager, Transmission Line Engineering
• Manager, Substation Engineering
• Director, Transmission Engineering
Should there be any questions please contact Mr. Randy Veltri at 704-382-2741 or
[e-mail].
Sincerely,
c
Rick Bagley
VP Transmission Engineering & Resource / Project Management
Cc: Ashley Roberts — NC DENR

DEMLR USE ONLY
Date Received Fee Paid Permit Number
Applicable Rules: ❑ Coastal SW-1995 ❑ Coastal SW-2008 ❑ Ph 11-Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Barker Laydown Yard
2. Location of Project(street address):
5556 Braxton Road (0422-39-7835)
City:Hope Mills County:Cumberland Zip:28348
3. Directions to project(from nearest major intersection):
Entrance of site is approximately 800 feet West of the intersection of Chicken Foot Road (SR 2252) and
Braxton Road (SR 2242).
4. Latitude:34°55' 35"N Longitude:78°54'51"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New ❑Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date (if known) ,and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:9.1 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit:Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ❑No ®Yes
If yes,see S.L. 2012-200, Part VI:http://12ortal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Duke Energy Progress,LLC
Signing Official&Title:Nuwan Wijesuriya-Lead Transmission Permitting Manager
b.Contact information for person listed in item 1a above:
Street Address:411 Fayetteville Street
City:Raleigh State:NC Zip:27601
Mailing Address (if applicable):411 Fayetteville Street
City:Raleigh State:NC Zip:27601
Phone: (919 ) 546-2090 Fax: ( )
Email:[e-mail]
c.Please check the appropriate box.The applicant listed above is:
❑The property owner (Skip to Contact Information,item 3a)
®Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Kathryn G.Barker-Barker Gallberry Farms LLC
Signing Official&Title:Martha S.Purser-Manager Land Services 11 (Duke Energy Progress,LLC)
b.Contact information for person listed in item 2a above:
Street Address:5556 Braxton Road
City:Hope Mills State:NC Zip:28348
Mailing Address (if applicable):5556 Braxton Road
City:Hope Mills State:NC Zip:28348
Phone: ( ) Fax: ( )
Email:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone#: ( )
Form SWU-101 Version Oct. 31,2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Most of the stormwater runoff from the gravel area will be managed with the incorpoartion of a level
spreader-filter strip (LS-FS) to evenly disperse water towards the existing catch basin to the south. Runoff to
the north that will not go to the LS-FS will be treated via disconnected impervious and the water will flow
across the existinghorse orse pasture.The laydown yard will be removed at the end of the lease in three (3)years
and drainage patterns will return to existing conditions at the completion of the project.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 123.05 acres 5. Total Coastal Wetlands Area:0.0 acres
6. Total Surface Water Area: 18.25 acres
7. Total Property Area (4)-Total Coastal Wetlands Area(5) -Total Surface Water Area(6) =Total Project
Area': 104.8 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHM line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW(or MH1O line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 = 7
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area A Drainage Area_ Drainage Area_ Drainage Area_
Receiving Stream Name Grays Creek
Stream Class * B
Stream Index Number 18-35-(1)
Total Drainage Area(sf) 4,565,088
On-site Drainage Area(sf) 4,565,088
Off-site Drainage Area (sf) 0
Proposed Impervious Area**(sf) 306,663
Impervious Area**(total) 7
Impervious-Surface Area Drainage Area A Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots (sf) 0
On-site Streets (sf) 0
On-site Parking (sf) 0
On-site Sidewalks (sf) 0
Other on-site (sf) 283,140
Future (sf) 0
Off-site (sf) 0
Existing BUA***(sf) 23,523
Total (sf): 306,663
* Stream Class and Index Number can be determined at: http.i&ortal.ncdenr.or web/wg&s/csu/classi{ications
Form SWU-101 Version Oct. 31,2013 Page 3 of 6

Impervious area is defined as the built upon area including, but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
'Report only that amount of existing BUA that will remain after development.Do not report any existing BUA that
is to be removed and which will be replaced by new BLIA.
11. How was the off-site impervious area listed above determined?Provide documentation.NIA
Projects in Union County: Contact DEMLR Central face staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 1 SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httl2://gortal.ncdenr.org/web/"""w!g/"""ws/"""su/""`bmg-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hU://vortal.ncdenr.or web/wq/wslsulstatesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/mates.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/weblwglws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 7F
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants 7E
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M Z
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to 7
hU://www.envhelg.org/pages/onestgReVress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for ZF
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 79
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/2
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: 7
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
Form SW-101 Version Oct.31,2013 Page 4 of 6

n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify Z
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the MRCS County Soils map with the
project area dearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHKT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:9079 Page No:564 7P
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC 7 F-'
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
ft://www.secreLaiy.state.nc.us/Con2orations/CSearch.g§Px
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from httR:Ilgortal.ncdenr.orgiwebAr/state-
stormwater-forms docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Zachaiy Eulo
Consulting Firm:Dewberry Engineers Inc.
Mailing Address:2610 3yycliff Road,Suite 410
City:Raleigh State:NC Zip:27607
Phone: (919 425-7610 Fax:
Email:[e-mail]
IX PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
1,(print or type name of person listed in Contact Information,item 2a)Kathryn G.Barker -------certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item 1a)Nuwan Wiiesu!:yLa with(print or type name of organization listed in
Contact Information,item 1a)Duke Enya Progress,LLC —to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
FormSWU-101 Version Oct.31,2013 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: ./&WVCA�>6, Bakt-,.- Lyl� Date: /10 -M—
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0 a Not Public for el C r,
L K11)'I fl,I the St §�n r r-q County of
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"I c n ja do hereby certify that VU 4 MA personally appeared
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before me this M day of a4w � P2-3,"'and acknowIed a the due execution of the application for
a stormwater permit. Witness my hand and official seal,
`��Q� c missionF.S�x ' SEAL
JJ
OTAR),
'OUB LIC,
My commission expiresk&. rbfk
X. APPLICANT'S CERTIFICATION
L(print or type name of erson listed in Contact Information,item 1a)Nywan MiLsuriya
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: /D A el
r1VA
a Notary Public for the State of k 1 0 #1 _C .County of
Y IL4 PM
do hereby certify that 7RTJ7 A y appeared
before me this day of e14V*&Xr and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,.����
101,
S'4111"1111000"
0`,"\SAH SEAL
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Form SWU-101 Version Oct.31,2013 Page 6 of 6

Permit 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).
L PROJECT INFORMATION
Project Name : Barker Laydown Yard
Contact Person: Nuwan Wij esuriya Phone Number: ( 919 )546-2090
Number of Lots:N/A Allowable Built Upon Area(BUA)Per Lot*:24%
Number of Dwelling Units Per Acre**:N/A
Low Density Development(check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
® 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 II Post-Construction [non-SA] only)
IL 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. (http://portal.ncdenr.or�z/web/lr/state-stormwater-forms 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: ft' x DF: )RRA: ft') OA: ft')=BUA per Lot= ft2
(No of Lots: )
For non-uniform lot sizes:
a. (SA: 4565088 ft2 x DF: 0.24)—(RA: 0 ft2)—(OA: 23523 ft2) = Total allowable lot BUA= 1072098 ft2
b. Total BUA from lot listing: 306,663 sf b must be< 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://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information based on the 0-year storm.
Swale No. Drainage Impervious Grassed C Q Slope Vallow Vactual Flow
Area ac Area ac Area (ac) (cfs) (% (fps) (fps) Depth ft
1 3.00 3.00 0 0.95 19.96 .30 5.0 2.96 1.50
2 2.47 2.47 0 0.95 18.91 .30 5.0 2.92 1.47
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW401-Low Density-Rev.3-2/10/09 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.
ZF N/A 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.
N/A b.Vor HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer is
provided adjacent to surface waters.
Z_ Am C c.t For Phase II Post-Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
7_ N/A 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.
L I' App E e. Built upon area calculations are provided for the overall project and all lots.
N/A f. Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 2H.1007)
ZE 9 g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
ZF 4 h. Longitudinal slope of swales is no greater than 5%;for non-curb outlet projects, calculations for
shear stress and velocity are provided if slope is greater than 5%.
Z_ App E i. At a minimum, swales are designed to carry the 10 year storm velocity at a non-erosive rate.
2F 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<2 f11s).
Z— 8/9 k. Swale detail and permanent vegetation is specified on the plans.
-F 8/9 1. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
7E N/A m. Swales are located in recorded drainage easements.
ZC N/A n.tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
7F 4 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).
7_ N/A p.tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse,Tar-Pamlico,Catawba River basins,and Randleman Lake may require additional buffers.
fit 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:Nuwan Wijeglriya-Lead Transmission Permitting Manager
AddressAll Fayetteville Street,Raleigh,NC 27601
Phone:[phone] Date:— d A o 2-3
Signature: ;
U V
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.
I, r i -,,d hereby ,a Notary Public for the State of -g- ,County of
,I
certify that d wh n kii,e61AVj /,-A, personally appeared before me this
.-4�, 9
day of and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand and official sea
No
0�"•\3AH
...........
SE My commission expires
z OTAjjp 1
> Z
jt
Irv,-10 S
COU,
40410000
Form SW401-Low Density-Rev.3-2/10/09 Page 4 of 4

SUPPLEMENT-EZ COVER PAGE
E- FORMS LOADED
PROJECT INFORMATION
1 Project Name Barker Laydown Yard
2 Project Area(ac) 104.8
3 Coastal Wetland Area(ac) 0
4 Surface Water Area(ac) 18.25
5 Is this pLoject High or Low Density? Low
6 Does this project use an off-site SCIVI? No
COMPLIANCE WITH 02H.1003(4)
7 Width of vegetated setbacks provided(feet) N/A
8 Will the vegetated setback remain vegetated? N/A
9 IfBUA is proposed in the setback,does it meet NCAC 02H.1003(4)(c-d)? N/A
10 Is streambank stabilization proposed on this project? No
NUMBER AND TYPE OF SCMs:
11 Infiltration System 0
12 Bioretention Cell 0
13 Wet Pond 0
14 Stormwater Wetland 0
15 Permeable Pavement 0
16 jSand Filter 0
17 Rainwater Harvesting(RWH) 0
18 Green Roof 0
19 Level Spreader-Filter Strip(LS-FS) 1
20 Disconnected Impervious Surface(DIS) 1
21 Treatment Swale 0
22 1 Dry Pond 0
23 StormFilter 0
24 Silva Cell 0
25 Bayfilter 0
26 Filterra 0
FORMS LOADED
DESIGNER CERTIFICATION
27 Name and Title: Zacha!y Eulo,Project Manager
28 Organization: Dewberry Engineers Inc.
29 Street address: 2610 Wycliff Rd Suite#410
30 City,State,Zip: Raleigh,NC 27607
31 Phone number(s): 919-425-7610
32 Email: [e-mail]
Certification Statement:
I certify,under penalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or supervision;that
the information provided in the form is,to the best of my knowledge and belief,We,accurate,and complete;and that the engineering plans,
specifications,operation and maintenance agreements and other supporting information are consistent with the information provided here.
Designer
to
CA 0
S/O*
Sigy6e
SEAL
055132
4Z-
0
R'Y % %
W11 Date

DRAINAGE AREAS
1 Is this a high density project? No
2 If so,number of drainage areas/SCMs 0
3 Does this roiect have low densit areas? Yes
4 If so,number of low density drainage areas 1
Is all/part of this project subject to previous rule
5 versions? No
FORMS LOADED
AREA INFORMATION Entire Site LID 1
4 T pe of SCM
5 Total drainage area(sq ft 4565088 4565088
6 Onsite drainage area(sq ft 4565088 4565088
7 Offsite drainage area(sq ft -
8 Total BUA in project(sq ft 306663 sf 306663 sf
New BUA on subdivided lots(subject to
9permitting) s ft - -
New BUA not on subdivided lots(subject to
10permitting) s 283140 sf 283140 sf
11 Offsite BUA(sq ft - -
12 1 Breakdown of new BUA not on subdivided lots:
Parking(sq ft
Sidewalk(sq ft
Roof(sq ft
Roadway s ft
Future(sq ft - -
Other,please specify in the comment box
below(sq ft 283140 sf 283140 sf
New infiltrating permeable pavement on
13 subdivided lots(sq ft - -
New infiltrating permeable pavement not on
14 subdivided lots(sq ft - -
Existing BUA that will remain(not subject to
15permitting) s ft 23523 sf 23523 sf
16 Existina BUA that is already permitted(sq ft - -
17 Existing BUA that will be removed(sq ft
18 Percent BUA 7% 7 0
19 Design storm inches
20 Design volume of SCM cu ft
21 Calculation method for design volume
ADDITIONAL INFORMATION
Please use this space to provide any additional information about the
22 drainage area(s):
4:283,140 sf of gravel will be used as a temporary Iaydown yard to store
material and equipment for the construction of a linear utility project.

LOW DENSITY
DESIGN REQUIREMENTS FOR LOW DENSITY PROJECTS FROM 02H.1003
1 Is project below density thresholds set forth in the applicable stormwater rule? Yes
2 Does project maximize dispersed flow and minimize channelization of flow? Yes
3 Has the use of piping been minimized per.1003(2)(c)? Yes
4 Side slopes of the vegetated conveyances(H:V) (3:1)
5 Maximum velocity in the vegetated conveyances during the 10-year storm? 2.96
6 lAre curb outlet swales proposed? No
7 Maximum longitudinal slope of curb outlet swale(s)(%)
8 Bottom width of curb outlet swale(s)(feet)
9 Maximum side slope of curb outlet swale(s)(H:V)
10 Minimum length of curb outlet swale(s)(feet)
11 Are treatment swales used instead of curb outlet swales? No
12 1 Is stormwater released at the edge of the setback as dispersed flow? N/A
13 1 Have stormwater outlets been designed to prevent downslope erosion? Yes
14 JAre variations to rule.1003 proposed? No
ADDITIONAL INFORMATION
15 Please use this space to provide any additional information about this low density project:
elocities are based off jute lining for drainage swales.Item 12 is N/A since the nearest surface water is about 700'to the north,
so no setbacks are required.
Swale
Drainage BUA Pervious
Q Slope Flow depth
# Area (ac) area C (cfs) (/) (fps) (fps) (ft)
ac ac
1 3.00 3.00 0.00 0.95 19.96 0.30 5.00 2.96 1.50
2 2.47 2.47 0.00 0.95 18.91 0.30 5.00 2.92 1.47
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
2

LEVEL SPREADER - FILTER STRIP (LS-FS)
11 Drainage area number 1
21 Design flow rate of SCM cfs 41.57 cfs
GENERAL MDC FROM 02H.1050
3 Is the SCM sized to treat the SW from all surfaces at build-out? Yes
4 Is the SCM located away from contaminated soils? Yes
5 What are the side slopes of the SCM(H:V)? N/A
6
Does the SCM have retaining walls,gabion walls or other
N/A
engineered side slopes?
Are the inlets,outlets,and receiving stream protected from erosion
7 10- ear storm)?
Yes
8 Is there an overflow or bypass for inflow volume in excess of the Yes
desi n volume?
9 What is the method for dewatering the SCM for maintenance? Pump(preferred)
10 If applicable,will the SCM be cleaned out after construction? Yes
11 Does the maintenance access comply with General MDC(8)? Yes
12 Does the drainage easement comply with General MDC(9)? Yes
If the SCM is on a single family lot,does(will?)the plat comply with
13 N/A
General MDC(10)?
14 Is there an O&M Agreement that complies with General MDC(11)? Yes
15 Is there an O&M Plan that complies with General MDC(12)? Yes
16 Does the SCM follow the device specific MDC? Yes
17 Was the SCM designed by an NC licensedprofessional? Yes
LS-FS MDC FROM 02H.1059
18 Length of level spreader(feet) 418 ft
Does the LS-FS receive flow from the drainage area or another
19 No
SCM?
20 Flow rate to LS-FS during design storm(cfs) 41.57 cfs
21 Is a bypass device provided? No
22 If yes,what is the bypass device? Sized to Handle
23 Is this LS-FS designed to receive flow from the drainage area during
the 10-year storm?
241 Has a blind swale been provided? Yes
25 Does the blind swale provide for uniform overtopping of the level Yes
spreader?
26 What material will be used for the level spreader? ABC+No.57
Stone
27
Will the construction tolerance be<0.25 inch along the level
spreader length? Yes
28 WiII the level spreader be straight or convex in plan view? Yes
29 Height of the drop from the level spreader to the transition zone 1 in
inches
30 Width of the transition zone(inches) 12 in
31 Protection for the transition zone Aggregate
32 Width of the filter strip(feet) 30 ft
33 Is the filter strip free of draws and channels? Yes
34 Has this been verified in the field? Yes
35 Slope of the filter strip(%) 1.7%
36 Is this slope uniform across the entire filter strip? Yes
37 Will the first 12"of soil be adjusted if needed to promote plant Yes
growth?
38 Will the filter strip and side slopes be planted with non-clumping, Yes
deep-rooted sod?
39 Species of sod that will be used Centipede
40
Will soil be temporarily stabilized until permanent vegetation is
established? Yes
ADDITIONAL INFORMATION
41 Please use this space to provide any additional information about
the level spreader-filter strip(s):
2

DISCONNECTED IMPERVIOUS
SURFACES (DIS)
GENERAL MDC FROM 02H.1050
1 Is the SCM sized to treat the SW from all surfaces at build-out? Yes
2 Is the SCM located away from contaminated soils? Yes
3 What are the side slopes of the SCM(H:V)?
4
Does the SCM have retaining walls,gabion walls or other
No
engineered side slopes?
5 Are the inlets,outlets,and receiving stream protected from erosion Yes
10- ear storm)?
6 Is there an overflow or bypass for inflow volume in excess of the No
design volume?
7 What is the method for dewatering the SCM for maintenance? N/A
8 If applicable,will the SCM be cleaned out after construction? N/A
9 Does the maintenance access comply with General MDC(8)? Yes
10 Does the drainage easement comply with General MDC(9)? Yes
11 If the SCM is on a single family lot,does(will?)the plat comply with N/A
General MDC 10?
12 Is there an O&M Agreement that complies with General MDC(11)?
13 Is there an O&M Plan that complies with General MDC(12)?
14 Does the SCM follow the device specific MDC? Yes
15 Was the SCM designed by an NC licensedprofessional? Yes
DIS MDC FROM 02H.1060
16 Maximum roof area that will be conveyed to the VRA(sf) N/A-No Roof
17 Will the VRA be rectangular in shape?
18 Length of the rectangle in the direction of flow(feet) N/A
19 Width of the rectangle perpendicular to the direction of flow(feet) N/A
20 Will the downspouts be equipped with splash pads?
21 Length of pavement draining to the VRA(feet) 97 ft
22 Width of the VRA feet loft
23 Is the VRA free of BUA except for utility boxes,signs,and lamp Yes
posts?
24 Hydrologic Soil Group of VRA A
25 SIo e of the VRA in the direction of flow % 1%
26 Will the first 8"of soil be adjusted if needed to promote plant growth? Yes
27 Will the filter strip and side slopes be planted with non-clumping, Yes
deep-rooted sod?
28
Is there a plan to protect the VRA from erosion until permanent
Yes
round cover has taken root?
ADDITIONAL INFORMATION
29 Please use this space to provide any additional information about
the disconnected impervious surface(s):
The VRA along the access road will not be disturbed during construction.
The majority of the VRA is not disturbed at all during construction and
consists of existing, robust grass cover.
2

Operation & Maintenance Agreement
Project Name: Barker Laydown Yard
Project Location: Cumberland County, NC
Cover Page
Maintenance records shall be kept on the following SCM(s). This maintenance record shall be kept in a log in a known set location.
Any deficient SCM elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the SCM(s).
The SCM(s)on this project include(check all that apply&corres onding O&M sheets will be added automatically):
Infiltration Basin Quantity: 0 Location(s):
Infiltration Trench Quantity: 0 Location(s):
Bioretention Cell Quantity: 0 Location(s):
Wet Pond Quantity: 0 Location(s):
Stormwater Wetland Quantity: 0 Location(s):
Permeable Pavement Quantity: 0 Location(s):
Sand Filter Quantity: 0 Location(s):
Rainwater Harvesting Quantity: 0 Location(s):
Green Roof Quantity: 0 Location(s):
Level Spreader-Filter Strip Quantity: 1 Location(s): South end of project area
Proprietary System Quantity: 0 Location(s):
Treatment Swale Quantity: 0 Location(s):
Dry Pond Quantity: 0 Location(s):
Disconnected Impervious Surface Present: Yes Location(S): North end of project area
User Defined SCM Present: No Location(s):
Low Density Present: Yes Type:lVegetated swaleslroadside ditches
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each SCM above, and attached O&M tables. I agree to notify NCDEQ of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party: Duke Energy Progress, LLC
Title&Organization: Nuwan Wijesuriya-Lead Transmission Permitting Manager
Street address: 411 Fayetteville Street
City, state, zip: Raleigh, NC, 27601
Phone number(s): 919-546-2090
Email:I [e-mail]
M
Signature: -- �- Date:
I, f a Notary Public for the State of /lIyr A t�jfa�
County of 10 m 64 n CC do hereby certify that ,n(,d W A h W) I?S L4 n 1,�A-
personally appeared before me this 2� � day of dovem 6-W and
acknowledge the due execution of the Operations and Maintenance Agreement.
Witness rr o and jand official seal
00
'��''��•�62ary 10,ILI • s''
Seal My commission expires
STORM-EZ 11/20/2023
Version 1.5 O&M Agreement Page 1 of 1

Low Density Maintenance Requirements
Important maintenance procedures:
The drainage area to the vegetated conveyance or vegetated receiving area will be carefully managed to
reduce the sediment load to the vegetated conveyance or vegetated receiving area.
After the initial fertilization to establish the grass in the vegetated conveyance or the vegetated receiving
area,fertilizer will not be applied to the vegetated receiving areas.
The vegetated conveyance or vegetated receiving area will be inspected quarterly. Records of operation and maintenance
will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows.Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
Vegetation Vegetation is too short or Maintain grassed vegetation such that the swale or vegetated
too long. area does not erode during the peak flow from the 10-year storm
Trash/debris is present. Remove the trash/debris.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then re-sod
erosive gullies have (or plant with other appropriate species)and water until
Vegetated receiving areas formed. established. Provide lime and a one-time fertilizer application.
Trees and/or other woody Remove the trees and woody vegetation from the swale, regrade
vegetation are present in the swale if necessary and re-establish grass as shown on the
the swale. approved plans.
Trash/debris is present. Remove the trash/debris.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then re-sod
erosive gullies have (or plant with other appropriate species)and water until
formed. established. Provide lime and a one-time fertilizer application.
Sediment covers the grass Remove sediment and dispose in an area that will not impact
Vegetated conveyances/ at the bottom of the swale. streams or SCMs. Re-sod if necessary.
swales/roadside ditches Regrade the slopes to the permitted configuration per the
(other than curb outlet The side slope is steeper approved plan and reestablish vegetation. If as-built or existing
swales) than the approved conditions do not allow the slopes to be regraded, contact the
configuration.
applicable permitting agency.
Grass is dead, diseased or Determine the source of the problem: soils, hydrology, disease,
etc. Remedy the problem and replace plants. Provide a one-time
dying. fertilizer application to establish the ground cover if necessary.
Trees and/or other woody Remove the trees and woody vegetation from the vegetated
vegetation are present in conveyance, regrade the vegetated conveyance if necessary and
the vegetated conveyance. re-establish grass as shown on the approved plans.
Clogging has occurred. Clean out the outlet device. Dispose of the sediment off-site.
The outlet device(if
applicable)
The outlet device is Repair or replace the outlet device.
damaged
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the site
are causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.
1

Disconnected Impervious Area Maintenance Requirements
Important operation and maintenance procedures:
The roof area will be maintained to reduce the debris and sediment load to the system. Excess debris
can clog the system and lead to bypass of the design storm, reducing infiltration and pollutant removal.
To ensure proper operation as designed, a licensed Professional Engineer, Landscape Architect, or
other qualified professional will inspect the system annually.
- The system components will be repaired or replaced whenever they fail to function properly.
After the DIS is constructed, it shall be inspected quarterly. Records of operation and maintenance shall be kept in a
known set location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
The contributing Excess debris or sediment
is present on the rooftop or Remove the debris or sediment as soon as possible.
impervious area impervious surface.
Gutters are clogged or Unclog and remove the debris. May need to install gutter screens
water is backing up out of to prevent future clogging.
the gutter system.
The gutter system (if
applicable) Rooftop runoff is not flowing Correct the positioning or installation of the gutters. Replace if
into gutter system. necessary to capture the roof runoff.
Rooftop runoff is causing Install or repair splash blocks as needed.
erosion at outlet.
Runoff flows to the pervious Remove any sediment or obstructions at the pavement-vegetated
area as concentrated flow. area interface.
Roadways & parking lots The aggregate transition
(if applicable) area or concrete edge
restraint is cracked, settled, Repair or replace the transition area or concrete edge restraint.
undercut, eroded or
otherwise damaged.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, re-seed the
erosive gullies have vegetated receiving area and water until it is established. Provide
formed. lime and a one-time fertilizer application.
The vegetated receiving
area Trees or shrubs have Remove the trees or shrubs.
begun to grow.
Vegetation is too short or Maintain vegetation at a height of approximately three to four
too long. inches.
1

Level Spreader-Filter Strip Maintenance Requirements
Important operation and maintenance procedures:
Immediately after the filter strip is established, any newly planted vegetation will be watered twice weekly
if needed until the plants become established (commonly six weeks).
Stable groundcover will be maintained in the drainage area to reduce the sediment load to the level
spreader-filter strip.
Every two weeks during the growing season, the filter strip will be mowed. Turf grass should not be cut
- shorter than 4-6 inches and may be allowed to grow as tall as 12 inches depending on aesthetic
requirements (NIPC, 1993).
Once a year, the soil will be aerated if necessary and the filter strip will be reseeded to maintain a dense
growth of vegetation.
- Once a year, soil pH will be tested and lime will be added if necessary.
For the fist two years after the LS-FS is established, it shall be inspected quarterly and within 24 hours after every storm
event greater than 1.0 inches (or 1.5 inches if in a Coastal County). After two years of successful performance, it will be
inspected quarterly. Records of operation and maintenance shall be kept in a known set location and shall be available
upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
The entire LS-IFS Trash/debris is present. Remove the trash/debris.
The flow splitter device is Unclog the conveyance and dispose of any sediment off-site.
The flow splitter device (if clogged.
applicable) The flow splitter device is Make any necessary repairs or replace if damage is too large for
damaged. repair.
The swale is clogged with Remove the sediment and dispose of it off-site.
sediment.
The blind swale
The swale is overgrown Mow vegetation. Regrade and vegetate if the swale has become
with vegetation. silted in.
The level lip is cracked,
settled, undercut, eroded or Repair or replace the lip.
otherwise damaged.
There is erosion around the Regrade the soil to create a berm that is higher than the level lip,
end of the level spreader plant ground cover and water until it is established. Provide lime
The level spreader that show stormwater has and a one-time fertilizer application.
bypassed it.
Trees or shrubs have
begun to grow on the swale Remove the shrubs or trees.
or just downslope of the
level lip.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
The bypass channel
Turf reinforcement is Study the site to see if a larger bypass channel is needed (enlarge
damaged or ripap is rolling if necessary). After this, reestablish the erosion control material.
downhill.
1

Level Spreader-Vegetated Filter Strip Maintenance Requirements (continued)
SCM element: Potential problem: How to remediate the problem:
Grass is too short or too Maintain grass at a height of approximately three to six inches.
long.
Areas of bare soil and/or Regrade the soil if necessary to remove the gully, plant ground
erosive gullies have cover and water until it is established. Provide lime and a one-
formed. time fertilizer application.
Sediment is building up on Remove the sediment and restabilize the soil with vegetation if
the filter strip. necessary. Provide lime and a one-time fertilizer application.
Grass is dead, diseased or Determine the source of the problem: soils, hydrology, disease,
The filter strip etc. Remedy the problem and replace plants. Provide a one-time
dying. fertilizer application to establish the ground cover if necessary.
Determine the source of the problem: soils, hydrology, disease,
etc. Remedy the problem and replace plants. Provide a one-time
Plants are dead, diseased fertilizer application to establish the ground cover if a soil test
or dying. indicates it is necessary. If sod was used, check to see that it was
not grown on clay or impermeable soils. Replace sod if
necessary.
Nuisance vegetation is Remove vegetation by hand if possible. If pesticide is used, do
choking out the grass. not allow it to get into the receiving water.
Erosion or other signs of
damage have occurred at Repair the damage and improve the flow dissipation structure.
the outlet.
The receiving water Discharges from the LS-FS
are causing erosion or Contact the local NCDEQ Regional Office.
sedimentation in the
receiving water.
1

0 LIMITED LIABILITY COMPANY ANNUAL REPORT
1/s/zozz
NAME OF LIMITED LIABILITY COMPANY: Duke Energy Progress, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 0023868 STATE OF FORMATION: NC E-Filed Annual Report
0023868
REPORT FOR THE CALENDAR YEAR: 2023 C2/3/2023 12:454
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS&COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Production, transmission and sale of Electricity in NC and SC
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] x 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
410 S Wilmington St 4720 Piedmont Row Dr PNG04C
Raleigh, NC 27601-1849 Charlotte, NC 28210
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business
SECTION C: COMPANY OFFICIALS(Enter additional company officials in Section E.)
NAME: E. Christopher COX NAME: Julie K. Turner NAME: Ben I. Harrison , Jr.
TITLE: Assistant Secretary TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
411 Fayetteville St. 411 Fayetteville Street 526 S Church St
Raleigh, NC 27601 Raleigh, NC 27601 Charlotte, NC 28202-1802
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Cassandra M.Springer 2/3/2023
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Cassandra M.Springer Assistant Secretary
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF$200.00
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Jon F. Kerin NAME: John A. Verderame NAME: Bryan P. Walsh
TITLE: Vice President TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
411 Fayetteville St 526 S Church St 526 S Church St
Raleigh, NC 27601-1849 Charlotte, NC 28202 Charlotte, NC 28202
NAME: Ronald R. Reising NAME: Regis T. Repko NAME: Catherine B. Stancombe
TITLE: Senior Vice President TITLE: Senior Vice President TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S. Church St. 526 S Church St
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
NAME: George T. Hamrick NAME: V. Nelson Peeler NAME: James Wells
TITLE: Senior Vice President TITLE: Senior Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S. Church St. 526 S Church St
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
NAME: Paul Draovitch NAME: Kelvin Henderson NAME: Sam Holeman
TITLE: Senior Vice President TITLE: Senior Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S. Church St. 526 S. Church St. 526 S Church St
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
NAME: Scott L. Batson NAME: Eric S. Grant Name:Louis Renjel
TITLE: Senior Vice President TITLE: Senior Vice President TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S. Church Street 526 S Church St 1301 Pennsylvania Ave NW Ste 200
Charlotte, NC 28202 Charlotte, NC 28202 Washington, DC 20004
NAME: Melissa M. Feldmeier NAME: Robert J. Ringel NAME: Lynn J Good
TITLE: Vice President TITLE: Vice President TITLE: Executive Manager
ADDRESS: ADDRESS: ADDRESS:
139 E Fourth St 139 E. Fourth St. 526 S. Church Street
Cincinnati, OH 45202 Cincinnati, OH 45202 Charlotte, NC 28202

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Lynn J Good NAME: Julia S Janson NAME: Julia S Janson
TITLE: Chief Executive Officer TITLE: Executive Manager TITLE: Executive Officer
ADDRESS: ADDRESS: ADDRESS:
526 S. Church Street 526 S. Church Street 526 S. Church Street
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
NAME: Steven K. Young NAME: Swati V. Daji NAME: Michael P. Callahan
TITLE: Executive Officer TITLE: Senior Vice President TITLE: President
ADDRESS: ADDRESS: ADDRESS:
526 S. Church Street, 526 S. Church St. 40 W. Broad St.
Charlotte, NC 28202 Charlotte, NC 28202 Greenville, SC 29601
NAME: Christopher M. Fallon NAME: Kenna C. Jordan NAME: Dwight L. Jacobs
TITLE: Senior Vice President TITLE: Assistant Secretary TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
550 S Caldwell St Ste 600 526 S Church St 526 S Church St
Charlotte, NC 28202-4200 Charlotte, NC 28202 Charlotte, NC 28202
NAME: David S. Maltz NAME: Robert T. Lucas , III NAME: Kodwo Ghartey-Tagoe
TITLE: Vice President TITLE: Assistant Secretary TITLE: Executive Officer
ADDRESS: ADDRESS: ADDRESS:
4720 Piedmont Row Dr PNG04 4720 Piedmont Row Dr PNG04 526 S Church St
Charlotte, NC 28210-4269 Charlotte, NC 28210 Charlotte, NC 28202
NAME: Kodwo Ghartey-Tagoe NAME: Cassandra M. Springer Name:R. Alexander Glenn
TITLE: Executive Manager TITLE: Assistant Secretary TITLE: Executive Manager
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 4720 Piedmont Row Dr PNG04C 526 S Church St
Charlotte, NC 28202 Charlotte, NC 28210 Charlotte, NC 28202
NAME: R. Alexander Glenn NAME: Dhiaa M. Jamil NAME: Dhiaa M. Jamil
TITLE: Senior Vice President TITLE: Executive Officer TITLE: Executive Manager
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 526 S Church St
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Amelia D. Hunter NAME: Martin Strasburger NAME: Steven D. Capps
TITLE: Vice President TITLE: Vice President TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 13225 Hagers Ferry Rd
Charlotte, NC 28202 Charlotte, NC 28202 Huntersville, NC 28078
NAME: Steven M. Snider NAME: Karol P. Mack NAME: Martha S. Purser
TITLE: Vice President TITLE: Assistant Secretary TITLE: Authorized Representative
ADDRESS: ADDRESS: ADDRESS:
7800 Rochester Hwy 4720 Piedmont Row Dr PNG04 401 Steele St
Seneca, SC 29672 Charlotte, NC 28210 Fort Mill, SC 29714
NAME: Kendal C. Bowman NAME: John A. Krakuszeski NAME: T. P. Gillespie , Jr.
TITLE: President TITLE: Vice President TITLE: Executive Officer
ADDRESS: ADDRESS: ADDRESS:
411 Fayetteville St 8470 River Rd SE 526 S Church St
Raleigh, NC 27601 Southport, NC 28461 Charlotte, NC 28202
NAME: Larry E. Hatcher NAME: Retha Hunsicker NAME: Thomas P. Haaf
TITLE: Senior Vice President TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 5413 Shearon Harris Rd
Charlotte, NC 28202 Charlotte, NC 28202 New Hill, NC 27562
NAME: Rufus S. Jackson NAME: Harry K. Sideris Name:Thomas D. Ray
TITLE: Senior Vice President TITLE: Executive Officer TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 13225 Hagers Ferry Rd
Charlotte, NC 28202 Charlotte, NC 28202 Huntersville, NC 28078
NAME: Christopher R. Bauer NAME: Michael S. Hendershott NAME: Karl W. Newlin
TITLE: Assistant Treasurer TITLE: Assistant Treasurer TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 526 S Church St
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Cynthia S. Lee NAME: T. Cooper Monroe , III NAME: Brian D. Savoy
TITLE: Chief Accounting Officer TITLE: Vice President TITLE: Executive Officer
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 526 S Church St
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
NAME: Tom Silinski NAME: Donna T. Council NAME: Cameron D. McDonald
TITLE: Vice President TITLE: Senior Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
4720 Piedmont Row Dr 525 S Tryon St 526 S Church St
Charlotte, NC 28210 CHARLOTTE, NC 28202 Charlotte, NC 28202
NAME: Bonnie B. Titone NAME: Melisa B. Johns NAME: Renee H. Metzler
TITLE: Senior Vice President TITLE: Vice President TITLE: Manager
ADDRESS: ADDRESS: ADDRESS:
525 S Tryon St 526 S Church St 4720 Piedmont Row Dr
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28210
NAME: Jessica Brooks Bishop NAME: Nicholas J. Giaimo NAME: Shawn K. Gibby
TITLE: Vice President TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 13225 Hagers Ferry Rd
Charlotte, NC 28202 Charlotte, NC 28202 Huntersville, NC 28078
NAME: William E. Currens , Jr. NAME: Nicole L. Flippin Name:M. Selim Bingol
TITLE: Senior Vice President TITLE: Vice President TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 4800 Concord Rd 526 S Church St
Charlotte, NC 28202 York, SC 29745 Charlotte, NC 28202
NAME: David L. Doss , Jr. NAME: Kathryn B. Aittola NAME: Jay R. Alvaro
TITLE: Vice President TITLE: Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 315 Main St
Charlotte, NC 28202 Charlotte, NC 28202 Cincinnati, OH 45202

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Laura A. Basta NAME: Jessica L. Bednarcik NAME: Zachary S. Hall
TITLE: Vice President TITLE: Senior Vice President TITLE: Vice President
ADDRESS: ADDRESS: ADDRESS:
3581 W Entrance Rd 526 S Church St 526 S Church St
Hartsville, SC 29550 Charlotte, NC 28202 Charlotte, NC 28202
NAME: Randy C. Herrin NAME: Sharene J. Pierce NAME: Robert T. Simril Jr.
TITLE: Vice President TITLE: Vice President TITLE: Senior Vice President
ADDRESS: ADDRESS: ADDRESS:
526 S Church St 526 S Church St 4800 Concord Rd
Charlotte, NC 28202 Charlotte, NC 28202 York, SC 29745
NAME: Jason S. Williams NAME: NAME:
TITLE: Senior Vice President TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
19910 US Hwy 90
Live Oak, FL 32060
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:

Appendix B - Property Lease and Deed
www.dewberry.com

NORTH CAROLINA
Property No.: 109062
CUMBERLAND COUNTY Land Unit: 2811588
Project No.: 1 09062-86 1 1 05
LEASE AGREEMENT a
THIS LEASE AGREEMENT (the "Lease") is made and entered into as of this 3 day of
2023, by and between BARKER GALLBERRY FARMS, LLC, a North Carolina
limited I iability company("Lessor")and DUKE ENERGY PROGRESS, LLC, a North Carolina limited
liability company("DEP").
WITNESSETH:
WHEREAS, Lessor is the owner of that certain tract of land in Gray's Creek Township,
Cumberland County,North Carolina, being further described in a deed from Prentice R. Barker, and wife,
Kathryn G. Barker to Lessor dated December 31,2012,and recorded in Book 9079, Page 564,Cumberland
County Registry ("Lessor's Land"); and
WHEREAS, Lessor hereby agrees to lease a portion of Lessor's Land unto DEP for storage of
materials pursuant to the terms of this Lease as hereinafter set forth.
NOW, THEREFORE, for and in consideration of the rent to be paid by DEP to Lessor, the
covenants and subject to the terms and conditions herein contained, and other good and valuable
consideration, the receipt and legal sufficiency of which are hereby acknowledged, Lessor and DEP hereby
agree as follows.
1. Lease of Premises. Lessor hereby leases to DEP that certain 9 f acres, located in
Cumberland County, North Carolina,that portion of Lessor's Land being more particularly shown on the
attached aerial depiction dated September 30,2022, attached hereto as Exhibit A and incorporated herein
(the "Premises") for the storage of materials, equipment, vehicles (including heavy equipment)
construction trailers, and installation of fencing: DEP shall not erect any permanent structures on the
Premises, other than fencing which shall be removed by DEP at the end of Term or earlier termination of
this Lease. DEP shall have (he right to improve the Premises as reasonably necessary in order (o afford
convenient access to the Premises including, without limitation, grading, leveling, and filling the land,
removing trees and shrubs, and installing roadways and walkways, and shall have the right to fence the
Premises and exclude all persons, including Lessor, from the Premises during the term of this Lease. It is
expressly agreed, however, that DEP's obligations and rights under this Lease are contingent upon DEP
obtaining all necessary permits for its planned construction project on or before September 15,2023. If
DEP is unable to obtain such permits, DEP shall provide written notice to Lessor prior to October 1,2023,
of termination of this Lease.
2. Term. The base term of this Lease shall commence on October 1, 2023, and continue
through September 30,2026(the "Initial Term"). Thereafter, DEP shall have the right to extend(lie Lease
on a monthly basis (the "Renewal Term," and, collectively with the Initial Term, the "Term") for up to
six (6) additional one-month periods. Lessor covenants and agrees that DEP, on payment of the rent and
other charges provided for in this Lease and fulfillment of the obligations under the covenants,agreements,
and conditions of this Lease, shall lawfully and quietly hold, occupy, and enjoy the Premises during the
Term of this Lease without any interference from anyone claiming through or under Lessor. DEP, its
employees, agents, and invitees shall have access to the Premises twenty-four (24) hours a day,seven (7)
days a week, including with heavy equipment.
3. Rent. Durin the Terra of this Lease, DEP shall pay Lessor rent in the amount of
�, monthly, for (he Initial Term "Rent" . Durin the
Renewal Term of this Lease, DEP shall pay Lessor rent in the amount ❑f
, per one-month period. DEP's monthly rent payment shall be due and payable before
the first (l")day of each calendar month without notice, demand, offset, or deduction. If DEP fails to pay
all or part of the Rent by of any calendar month during the Term, DEP also shall pay
Lessor a late fee equal to Wfi" of[lie unpaid Rent. During the Renewal Term, either party
may, upon fifteen(15)days written notice to [lie other,cancel said monthly extensions at will.
4. Indemnification. DEP will indemnify, defend,and hold harmless Lessor from and against
damage to any property of Lessor or others, and injuries to or death of persons proximately arising from
DEP's use of the Premises, except to the extent such damage or injury to or death of persons results from
the negligence of Lessor,its employees, invitees,or agents.
Barker Gallherry Farms Laydown Lease
4122023

5. Assiunment. DEP shall not Assign, sublet, or in any manner transfer this Lease or any
interest in this Lease, or permit the use of the Premises by anyone other than DEP, its employees, agents,
and contractors, without the prior written consent of Lessor.
6. Default. If DEP shall fail to comply with any of the terms of this Lease or shall violate
any of the conditions hereof or shall cease to use said Premises, Lessor may declare DEP in default by
sending a written notice ofdefault to DEP outlining the alleged vio[at ions(s)and stating a reasonable period
of time, no less than thirty(30) days from DEP's receipt of tite notice of default, in which DEP may cure
such alleged violation(s). if DEP shall fail to cure the alleged violation(s) within the time specified in
Lessor's notice of default,then Lessor may declare this Lease terminated and enter upon the Premises and
take immediate possession thereof.
7. Surrender of Premises. Upon the expiration or sooner termination of this Lease, in
whatever manner and whenever terminated,all equipment,materials,and improvements upon said Premises
small remain the property of D F P and may be removed by it any time prior to ninety(90)days after the date
of termination or expiration of this Lease. Upon the termination or expiration of this Lease, in whatever
manner and whenever terminated, DEP shall, to the extent reasonably practical, return the Premises to
substantially file same condition as it was at the commencement of this Lease. However, DEP shall leave
the fence and gate(s) installed on the Premises and they shall become the property of the lessor.
8. H ind iniz Authori ty. This Lease slialI be binding upon and inure to the benefit of the parties
hereto and their respective successors and permitted assigns.
9. Entire Agreement. This instrument contains the entire agreement between Lessor and
DEP, and no statement, premise, inducement, representation,or prior agreement which is not contained in
this written Lease shall he valid or binding.
10. Governing Law. This Lease shall be governed by and construed in accordance with the
laws of the State of Nortli Carolina.
1 l. Notice. All notices and demands of any kind that either party maybe required or may desire
to give to the other in connection with this Lease must be given by registered or certified mail,return receipt
requested, with postage fully prepaid, or by nationally recognized overnight courier, and addressed to the
party to be served at the party's address as set forth below:
To Lessor: Harker Gal Iherry farms, LLC
Mrs. Kathryn G. Harker
5556 Braxton Road
Hope Mills.North Carolina 28348-8647
To DEP: Duke Energy Progress, LLC
c/o Paula Gourley
526 South Church Street, ECII-05
Charlotte, North Carolina 28202
Any notice sliall be deemed received upon actual receipt or refusal thereof. Any party may change lire
address to which notices to that party are to be directed by notice given in the manner provided in this
Section.
12. Duplicate Originals, '["his Lease is executed in duplicate originals,each party retaining
a copy, and the rights, privileges, and obligations hereunder shall inure to the benefit of, and be binding
upon the heirs, successors,executors,administrators,and assigns of the parties hereto.
[Sigruiture Page(s)Followl
Harker Gallherry Farms Lay elmrn lease
4122023

IN WITNESS WHEREOF,this 1-.ease has been duly executed by Lessor and DEP under seal as of
[lie day and year first above written.
LESSOR:
BARKER GALLBERRY FARMS, LLC
a North Carolina limited liability company
By: (SEAL)
Name: �5C
Title:
DE:P:
6y: (SEAL)
Nnme: Martha S Purser
Title: Man [ger Land Services ]]
3
Parker Gallberm=Farms I.mylown Leasr
4 12*23

EXHIBIT A
(Description of Premises)
4
MarAor Gallfx rry farms LaYdowor Lease
4122023

, ' •• r
Exhibit A
4
m
k- r�
UAL
re 07 3 r 1
Luo
r' F1 i e a ti

9079 FILED
0564 O O i g P60 5 6 4 CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
REGISTER OF DEEDS
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
Excise Tax: $ 0.00 NO TITLE EXAMINATION/TITLE NOT CERTIFIED
Tax Lot No Parcel Identifier No:
Verified By County on the day of , 20
by
Prepared by and Mail to: McCauley& Person, LLP
P.O. Box 53606, Fayetteville, NC 28305
Brief description for the Index:
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED is made this 31$`day of December, 2012, by and between
GRANTOR GRANTEE
PRENTICE R. BARKER, and wife, KATHRYN BARKER GALLBERRY FARMS, LLC, a North
G_ BARKER Carolina limited liability company
Mailing Address: Mailing Address:
5556 Braxton Road 5556 Braxton Road
Hope Mills, NC 28348 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 P00565
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.
leXlre
_ ' (SEAL)
PRENTICE R. BARKER
�'�l- - (SEAL)
KATHRYN 6BARKER
SEAL-STAMP STATE OF NORTH CAROLINA COUNTY OF CUMBERLAND
��.�'""r"''++a certify that the following persons personally appeared before me this day, each
.%% SPA©ERS'(:gVowledging to me that he or she voluntarily signed the foregoing document for the
�krlimse stated therein and in the capacity indicated: P. R. BARKER and KATHRYN G.
Z44) 0
1 AR 1' BA6kR.
W ` � "
2012.OThiZlEe ff December,
�nG P U� J
,gip .
FRLAN� co mision expires: Public , 50"-'J
Typed or Printed Name of Notary
UARWM-Client Docs\Real EstatelGeneral Warranty DeedslBarker-PR&Kathrp(3 to Shiloh Woods,LLC-160.89 Acs.wpd

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 '/z miles southeast of the center of the Town of Hope
Mills, NC, about 9'/z 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. (4159/505) P.R. Barker (1097/515) and William J.P. Atkins
(3661/478) on the north, Roy Bryant (4460/235), Carrie Lee Ruth Council (28951159) and Iona Macklin
(163/176) on the east, Iona Macklin and Clement Canady (2691/783) on the south and Hiram V. Canady,
Jr., (1173/447) 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 (1097/515), also an agreed corner with Hiram V. Canady, Jr., and David N. Canady,
now William J.P.Atkins(3661/478), 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(1097/515)

9079 ON09079 PC0567
0567
and Hiram V. Canady, Jr., (4159/505) and runs thence from said beginning iron pipe with the William J.P.
Atkins western line (3661/478) 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 (2895/159); 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 (3111/771); 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 (3111/771)
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 (1173/447) 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
(2674/29); 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., (4159/505)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.

9079 OK09079 P00568
0568
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
minutes 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 OX09079 P60569
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 (19-7/10) 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 BK09079 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 Elope Mills, North Carolina, and on the southwest side of but not
adjacent to Paved Secondary Road 2252 adjoining the lands of Hoyle R. Candy
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 04 minutes west 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 NO. TWO:
BEGINNING at a point on the eastern margin of the 60 foot right-of-way of
North Carolina head 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 897.77
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 referred to map, and said point also being the southwestern
corner of lot No. 11 as shown can 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 asap.

9079
0571 OK09079 P0057I
PARCEL NO. THREE.
FIRST TRACT: All that certain tract or parcel of land in the County of
Cumberland, State of Nortb Carolina, Rockfish Township, and being known as
the Archie McLean land and more fully described as follows:
r Said lands now or formerly boundiad 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. I 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, ex-parte", the report
of said Co=issloners 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 19.10 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 described in and conveyed by deed dated 8 March, 1947,
from A. G. Memory et ux et a2 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 •I2 chains and 50 links; thence south
70 degrees west 8 chains; thence south 10 degrees west 33 chains; 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 BX09079 Q00572
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 2267, at
Page 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
Calberry Swamp and almost due South of two railroad overpass bridges on
Interstate Highway 095, 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 Frith the line of F. 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 OX09079 P60573
0573
PARCEL NO. FIVE.
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 sands 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 west 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
1n Deed Book 6B0, 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 crest 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 irk 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 10 minutes east 2269. 74 feet to the beginning corner of said tract;
thence with an agreed lime 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
Hope Mills, North Caol.ina, 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 Southeast and being more particularly described
as follows;

9079 SK09079 P00574
0574
BEGINNING at a 3" iron pipe the most Southern corner of Roy Davis and runs
as his lire 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 East 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 East 1313. 73 feet; South 37 degrees 08 minutes
East 326.26 feet; South 17 degrees 31 1ninutes 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 South 18 degrees 30 minutes West 316.90 feet; South 02
degrees 22 minutes West 338.60 feet South 19 degrees 53 minutes East 590.44
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
West 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 fine 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 497. 74 acres. More or less.
PARCEL NO, 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 'minute5 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 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.

9079
0575 BK09079 P60575
SECOND 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 East 47.Z0 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 nest 25.60
chains to a stake; thence North I 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 some 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, Page 269, Cumberland County Registry.
THIRD TRACT. In Rockfish Township, Cumberland County, North Carolina.
BEGINNING at an old iron stake at the Easternmost corner of Samuel J. Hodges,
Jr.'s 567 acre tract, said iron stake being ocated in R. E. Nimocks' and
B. B. Bramble's line, and runs thence South 64 degrees 22 minutes 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 as 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 of beginning, containing 56 acres,
more or less.
PARCEL NO. EIGHT:
BEGINNING at an old iron stake at the easternmost corner of Samuel J. Hodges,
Jr. s 567 acre tract, said iron stake being located in R. E. Nimocks' and
B. C. Bramble's line, and runs thence South 64 degrees 22 minutes West 290
feet to an Iron stake, a corner of Riegel Paper Corporation's 186.53 acre
tract as shown on a slap 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
48 minutes 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 of beginning, containing
56 acres, more or less.
PARCEL NO. NINE:
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 3.20 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.

9079
0576 BK09079 P00576
PARCEL No. TEN:
BEGINNING In the Weet edge of Galberry Swamp in Brown's line and runs thence
South 22 degrees 15 minutes East feet to an iron stake; thence South 17
degrees 13 minutes East 2,921 feet to an iron stake; thence South 18 degrees
23 minutes East dorm 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 ,Test 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 Gelberry Swamp; thence along the edge
of Gal.berry 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 21 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.
Included within these conveyances the grantor herein conveys any interest she
may have in that certain easement heretofore granted as will appear of record
in Book 2149, Page 101, of the Cumberland County Registry.
TRACT EIGHT:
Book 6436, Page 516
PIN: 0422-39-7835
Rockfish Township, Cumberland County
Being all of the 93.0 Acres described in Deed Book 3349, Page 066 of the Cumberland County
Registry of Deeds and more particularly described as follows:
BEGINNING at an existing iron pipe in the northern right-of-way margin of S.R. 2242. Said
existing iron pipe being the southeast corner of Lot 11 of the subdivision of R.E. Nimocks and
B,C. Brambles as recorded in Plat Book 21, Page 40 Cumberland County, North Carolina
Registry and running with the eastern line of said Lot 1 i North 07 degrees 21 minutes East,
198.85 feet to an existing iron pipe;
thence with the northern line of said subdivision North 82 degrees 35 minutes West,
820.00 feet to a point;
thence leaving said northern line of the subdivision and running North 02 degrees 38
minutes West, 1817.15 feet to a point;

9079
0577 BK09079 P60577
thence approximately with the creek the following courses and distances:
South 50 degrees 25 minutes East, 215.07 feet to a point;
South 64 degrees 25 minutes East, 176.00 feet to a point;
South 69 degrees 05 minutes East, 262.00 feet to a point;
South 54 degrees 00 minutes East, 208.00 feet to a point;
North 74 degrees 15 minutes East, 196.00 feet to a point;
North 85 degrees 40 minutes East, 165.00 feet to a point;
thence approximately with the edge of a proposed lake the following courses and
distances:
South 59 degrees 00 minutes East, 131.00 feet to a point;
South 47 degrees 50 minutes East, 129.00 feet to a point;
South 30 degrees 30 minutes East, 238.00 feet to a point;
South 72 degrees 20 minutes East, 180.00 feet to a point;
South 82 degrees 50 minutes East, 176.00 feet to a point;
South 80 degrees 20 minutes East, 88.00 feet to a point;
North 55 degrees 30 minutes East, 87.00 feet to a point;
North 66 degrees 20 minutes East, 238.00 feet to a point;
North 47 degrees 50 minutes East, 74.00 feet to a point;
North 37 degrees 50 minutes East, 213.00 feet to a point;
South 89 degrees 30 minutes East, 82.00 feet to a point;
South 62 degrees 50 minutes East, 191.00 feet to a point;
South 60 degrees 40 minutes East, 161.00 feet to a point;
South 44 degrees 35 minutes East, 163.00 feet to a point;
South 53 degrees 00 minutes East, 121.00 feet to a point;
South 32 degrees 50 minutes West, 80.00 feet to a point;
South 14 degrees 25 minutes West, 159.00 feet to a point;
South 24 degrees 00 minutes West, 519.32 feet to a point;
thence with the right-of-way of a proposed street the following courses and distances:
with a curve to the right in a southeasterly direction on a radius of 369.52 feet, an are
distance of 166.71 feet (Chord South 64 degrees 42 minutes East, 165.30 feet)to a point
of tangency;
South 51 degrees 47 minutes East, 92.48 feet to a point;
South 32 degrees 49 minutes East, 32.59 feet to a point of curvature;
With a curve to the left on a radius of 25.00 feet , an arc distance of 39.27 feet(Chord
South 77 degrees 49 minutes East, 35.36 feet) to a point in the northern right-of-way
margin of S.R. 2242;

9079 OX09079 P00578
0578
thence with said right-of-way margin the following courses and distances:
South 57 degrees 11 minutes West, 52.08 feet to a point;
South 58 degrees 46 minutes West, 98.74 feet to a point;
South 62 degrees 00 minutes West, 97.68 feet to a point;
South 67 degrees 34 minutes West, 97.01 feet to a point;
South 73 degrees 29 minutes West, 98.73 feet to a point;
South 74 degrees 44 minutes West, 923.69 feet to a point;
South 76 degrees 41 minutes West, 99.25 fbet to a point;
South 77 degrees 43 minutes West, 98.16 feet to a point;
South 83 degrees 44 minutes West, 97.08 feet to a point;
South 88 degrees 56 minutes West, 97.69 feet to a point;
North 87 degrees 22 minutes West, 98.33 feet to a point;
North 84 degrees 39 minutes West, 43.81 feet to a point;
North 82 degrees 48 minutes West, 222.86 feet to the beginning.
Containing 93.0 acres,more or less.
The tax parcel identification numbers for the acreage tracts are as follows:
042248-8279 .42 Acre
0422-49-9313 .87 Acre
0422-29-7051 34.74 Acre
LESS AND EXCEPTING also from the above referenced is all of that certain tract of land described as:
BEING all of that certain 7.46 acre tract of land as shown on a plat entitled "SURVEY FOR P.R.
BARKER, JR. AND WIFE, KATHRYN G. BARKER" duly recorded in Plat Book 131, Page 170,
Cumberland County, North Carolina Registry.

Appendix C - USGS Quad and NRCS
Soils Maps
www.dewberry.com

N
tIltur
_
'\NO
1
xM
•
•
•
M
•
M
M
d►
w
M
w
m ~
N ~
O r
N M
r ~
O
N
N
T
N
O .{
Q 910
N
m '
N Gallberry
Farm Elem Sch
a
0 500 1,000
(FEET)
0
v REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM THE USGS NATIONAL TOPO MAP VIEWER. THIS " Access
Y MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE Proposed Ditch
a APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED
3 OTHERWISE. Project LOD
0
SCALE: FIGURE NO.
USGS TOPOGRAPHIC EXHIBIT 1 " = 500 '
DATE:
I I DUKE ENERGY BARKER LAYDOWN YARD 10-17-23 2
5549 BRAXTON ROAD PROJECT NUMBER
HOPE MILLS, CUMBERLAND COUNTY, NORTH CAROLINA TBD

loamy san ,
2 to 6 percent N -.
Moe
♦
.♦ ,
.. r ♦♦lm
111,E ♦♦;♦ '
1 11
lk" 1111 111
11111 1i11 ,.
N 1;11♦ ♦II ��
N �♦ 111 P: ��
p � ♦♦♦ 111 � p� N'
-.r .:. ♦♦♦♦ ... i
01,
Im
m � �
/ C
0 150
FEET ,
o REFERENCE: y•" �_ - -- -' Access
GIS BASE LAYERS WERE OBTAINED FROM THE 2023 DURHAM COUNTY NEARMAP AERIAL s
IMAGERY AND THE USDA-NRCS SOIL SURVEY AREA NC051 GEODATABASE. THIS MAP IS ,. Proposed Ditch
FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE Y Project LOD
a APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION,UNLESS STATED '
3 OTHERWISE. = °'._ '° Soil Map Unit
SCALE: FIGURE NO.
USDA-NRCS SOIL SURVEY EXHIBIT 1 " = 150 '
DATE:
I I DUKE ENERGY BARKER LAYDOWN YARD 10-17-23 1
5549 BRAXTON ROAD PROJECT NUMBER
HOPE MILLS, CUMBERLAND COUNTY, NORTH CAROLINA TBD

Appendix D - Grading Plan / Drainage
Area Map
www.dewberry.com

GRADING & DRAINAGE NOTES __- - / -- \J _ / v N 80• \ \ - -\\ IV \ \` \
1. CONTRACTOR TO GRADE SITE TO ALLOW POSITIVE DRAINAGE TO PREVENT PONDING. I I , , / / ( I I /- 26 02" E L - -/ 1 \ \ \` \
2. CONTRACTOR TO UTILIZE VARIABLE DEPTH (8" TO 12") OF ABC STONE IN ORDER TO MEET GRADES SHOWN ON THE PLANS. o _ 1 / 1> /\ 1 1 / (TIE) 57•14' �\ \\ \\ \\ \
- /"'� UNK. SIZE
0 0 \ \ I \\ / / / I I '\ WATER LINE - �� s \ \\ \�� `\ RFF �gRgxT�
SEE CONSTRUCTION SEQUENCE FOR MORE INFORMATION. o I \ l _ ` �� R�M \ N R/
- /I/
168.0- - (\ 4' (H)SPLIT R 1 . - \ \ % / \�\�� \ � �J pF T STF wrpR� (S
I / \ - \ \\ \ `I \ � - \ ✓ n AIL — ^ \ - \` \ / - - ` \\ \\ � � FpSOOTFpryAU(SR
rn \ x� _J / \ J �/ Z
JOHN W. RAY AND _ ` ✓ \/ \ \� \\\ \ \ 802 CVO R
LYNDSEY E RAY,
Y
D.B. 8979. PG. 202// \ \ I / \ UNK. SIZE /1 x r\ \7 � _ -x—x_I\\ ��5 \�\\����\\� ✓ F 86 62F
/ I I i (\ \ \V WATER LIN / \ _ _
20' DRAINAGE \ / - -) 1 0 -\ i- � `-\ GRq RQps /\ r p2/
EASEMENT ^ - `� 1- - \\ / x \ ,' \ x I6R F F I! \\ / e'
I / - PROPOSED TEMPORARY CONSTRUCTION I \\ I r/ �_�� L
\ \� \ l N S \
ENTRANCE, SEE DETAIL SHEET x �) -�� \� \ -� ) /280\
LEON 0 TUCKER AND
JUDY C TUCKER,
D.B. 10349. PG. 458
D I \
\m I \ \
l \ I
I
PROPOSED 8'TALL
/ / l ^ I WOODEN PRIVACY FENCE, I / z_\
IT /J / \\ I SEE DETAIL SHEET , PROPOSED TEMPORARY MOBILE OFFICE ) I I p r/
/ \ s
PROPOSED 7'TALL CHAIN LINK ss9' AND TOILET IN CONEX BOX CONTAINER \ \ �x s, `\ /J
FENCE WITH 1' BARBED ARM (TYP.), PROPOSED TEMPORARY POLE MOUNTED LIGHT \61� l� x p I l \
BLUE SKY LANE \ I I SEE DETAIL SHEET FIXTURE TO BE INSTALLED IF NEEDED YP. 's>
50' PUBLIC R/W C° I \ )
I \ 1 so I
/ PROPOSED 24 WIDE
/ I DOUBLE-SWING GATE, ,P.B.115, PG. 1e0y% \) TEMPORARY STOCKPILE 44,867DSF \ `\- �" \ // I
/ I I SEE DETAIL SHEET
�o I 'ss s 1.03AC 0 's> ( Ix 761 3 �\ \ r
-__ s 63> PROPOSED PARKING AREA s4 \ •>>. I-^ I _ l\ .R. CONCRETE WASHOUT, I
�z Lax x� - x x x-- —x x x x_—x;;-:;x x x x x x— — (20 VEHICLES MAX) ' \- - L I \ l-/ I \ SEE DETAIL SHEET
/ \1 � ~h `' GAT€ 1 1O \ �_ — x X— X- X X-
• - < (H)Ch„IN LINK \ \
LDf--� �� — J/ L& _' ��/ ' LD LD LD LD 'l�— tp l —S� i) Lam) J p l\GALE/
l \/ I 16l• -- / -
1 \
LD
I fps/
I C✓ I\7 r I / I — �! \\/ / 1 p p p p p p p p p ( / ( /1 — ,II AREA
COREY MYERS AND _r� / I _ _ p p p p p p p I C // //\ ( h,351,030 S.F.
MELISSA MYERS p p p p p \ \ r \ \ \� /�''311.02 ACRES
D.B. 11 68. p NOW dR FORMERLY
BAF�ER GALgBERRY FARMS, LLC.
D.B. 9 79, PG. 564
1 P.B. Q68, PG. 29
IPIN:, 422-39-7835
p p p p p p p p s> p p I \ \ \ ✓ \ 355FL BRAXTON ROAD
I
LIMITS OF DISTURBANCE = 9.1 AC
(SUP BOUNDARY)
"166.5' p p p p p p p p / p J p p p J I \/'r--/✓^ (\ / I
l' / J� C.P Cn O I p p J J p p O p p p p p p p p p p p /6,�, ( p p / PD2
\ \ 1 rn 6g �c5`� `° I p p / p p p " O 0 \ p p l 107,593 SF l \
J o Z o I p p p p APPROXIMATE DRIVE AISLE TO BE p p p / - \ p p p p 1 / 2.47 AC \I r ^+
/ c X I 20'WIDE WITH 20' CLEARANCE p B] p / - J / I+
CAROLE M. CUTHILL AND / o / I�XI p p p p p p � p p p p v / /� / J+
JOHN F. CUTHILL, / N I p p p \i px p , p p p p - / I `(
��J p < p /\'D.B. 7617. PG. 821
I p p p p O p p I \
76 p p O p \
p p �)o I� Lu
PROPOSED 7'TALL CHAIN LINK
FENCE WITH 1' TALL BARBED ARM,
SEE DETAIL SHEET
n X p p O p p
LILLYTROTTER DRIVE I X p O p LAYDOWN YARD EDGE SWALE,
50' PUBLIC R 86 J �� p p SEE DETAIL SHEET p p p p p p p p p p p p p p p p p p \/^I I\ —\
P.B.114, PG. I I p p / PROPOSED 8 TALLLu
'J� ! p p p p p p / l- WOODEN PRIVACY FENCE,
J p p p p p p p p p p SEE DETAIL SHEET
�� p p p p ` LAYDOWN YARD EDGE SWALE, p p \ r 1 I / ' I I
\ / X p p p p �— �• W
1 \J \ 1 X p p 0 p p p p p p 76 p p p p SEE DETAIL SHEET
-� I p p p p p p p ABC STONE LEVEL SPREADER, p p / p p p p p \` -\J/\�
I
ALAN J. BERGSTROM AND
/ MARY H. BERGSTROM, )X ��ss> p p p p p p p p
D.B. 11760. PG. 161 I I p p p / p p _p p p p p x l 25' SCREENING BUFFER /w
v—�-' U)
w I p p 30 VEGETATIVE p p p p p p p _ — ��,— - - -�- -�
- J o x p p FILTER STRIP p p p 166.0� p p �`'�'' � � �`O� I lass APPROXIMATE
I o ?< I p p AT 1.7% SLOPE p p p \ p /� ` rn n x J S' Z
\ / oo p p p p p \ o - / PROPERTY LINE (TYP.)
p p s p _� w / w ) \
I p _ / _ (n
I
I O
r
I -
..........I I o I p /� �, �. PROPERTY
—s9 fl$ -j( XX \ / \ / APPROXIMATE P Y U J
SETBACK(TYP.) w CJ
I � � —,���y .v .V �L .v .v .v �L .V_�v � .� •v .v L L — ' Z�J �� � C
LEGEND \ / I X� — --ry' mil — i ^ ) \ aar9v'
I o�
PROPERTY LINE EXISTING CONTOUR - - - - -168.0- - - - - / I 1 s �; _ T4I dF �+ \� � XX � /'`� q� \I `/ ! l � 1�1 w
8' CHAIN-LINK FENCE PROPOSED MAJOR CONTOUR 168.0 l \ u, XXX50°5 0` Xp — /�-41 74.37' I \ ��' \ ?/ r I �\ l \ l \ \ ! 1 /'I, \ //I
\ \ 6 -\ / \ \ SHARON A. VELA AND J / l S \ \
( �- XX 167.0 �� —F` J 74.�7' v _ \
/ \ 74.37' 1 L \ _ 1 I / 7965,GILBE P R. VELA, D.B. JOSEPH EDWIN MICKEY,
& PRIVACY FENCE XX XX PROPOSED MINOR CONTOUR 167.5 \1 / =-il \ \ °, 1 74.37' 74.37 / I\ '_ / , ) 7965, PG. 192 D.B. 10327, PG. 0001
�_ t e- -\✓ KATRINA G. RODRIGUEZ' , ^\ I I / \ / \ Iti I ) ~J \
` 'S' j. 1� B. 11510,AND ROD
PGR 1GUEZ /� \ I EXISTING DROP INLET / �\ I , ) / - / 1 / z
LIMITS OF DISTURBANCE LD DRAINAGE AREA BREAKLINE \` \ R l J 5 RYAN ANDREW COVERT � , �� / // > 1 RIM EL - 165.61 RANDY L. HINKLE AND WIFE,
\ \ \ AND VALERIE ANN // / / I INV OUT (18 RCP) = 159.79 / / - .NANCY ELAINE HINKLE; BRITTANIE ,�rl` \
J J SHEILA C. HENSSLER, COVERT, D.B. 10792, // / ( / I ( r _ f N. MITCHEM, D.B. 10674, PG. 631 8p\ X
TEMPORARY LIGHT POLE SCREENING BUFFER I \� \/ /� D.B. 6295, I 321 II / / \ II UGENE S. JONES AND 1
/��` /` /6�5 ^\L �NGELA W. JON ES, D.B. ��1111��J II `_ TIFFANY
I BFA9 52, PG. N N Q
ABC STONE PROPERTY SETBACK / I I I - ^ / �1 / - �� `-- J I�\\ ` - � '\� -� I 3 m
o�_ \ \ l l 1 r JOSEPH G. �FALLON \ \` �. - \ DEBORAH S. POLLITT Q71376, PG. 453 J \ _ - \\f \ 1 \ \ -� V)
\ / I l _ E - AND URSULAK. \ - J J - - - - \
\ADAM ROBY AND / \ ` -/ r' \ f- / ! �\ - - � \\ � _ /
AND MAXINE J. J \ I _ / -� /
RACHAEL ROBY, \ \ / �,� / � / n` - •O�/ -� �� FOURNIER, D.B. 5773,
\D.B. 10596, PG. 632 FALLON, D.B. 6199, \ /\ / J 1` / �\/ t 166.5,E -r / - \
\ J\ �\ (- PG. 726 �- --� � �� L ��-Y\�-� \ \� � "` �\ -'' J�� I /BRETT HOWARD ANDLO
ABC STONE LEVEL SPREADER - _
\ � �VERNON F. WATT, JR., --�_ -^ .�/ _ _ _ � � \ \ � � I MICHELLE HOWARD, D.B.
\ \ MICHAEL C. ROWELL AND _ _ -/ D.B. 7138, PG. 628 J, ti -\ 1/ 165.5� - 1 I - \ \ �' I 10129, PG. 701LO
\ \` r`-\ KERRY K. ROWELL, D.B. � .r %_- � � _�� • - Y _ - � ,�`'�� f�
EDGEWATER SWALE \ \ 1 \__ 6405, PG. 658 \_/ _ ^ -_ --�
WALKING TRAIL WA /
\ \ + r- - � / ^� _.- . -164.5 r'- / s l / ,� -- 1� r \ ~\ I I \
VEGETATIVE FILTER STRIP \ \ I 1\-- - - \ �_ -- , Q / \ _ SD ��
CONSTRUCTION ENTRANCE \ _ lam I J � � / - `ter G� �- - ✓ /\J\/\ - ,/ �- �� \� I I I z
��8" TO 12" COMPACTED VIEWPORT 4
O
NON-WOVEN ABC STONE
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ANY CHANGES TO THE PLAN & DETAILS SPECIFIED HEREIN MUST BE z >_
GEOTEXTILE ��EXISTING GROUND APPROVED BY THE DUKE ENERGY PERMITTING SPECIALIST PRIOR w Q
FABRIC CURRENT DUKE ENERGY PROGRESS, CUMBERLAND COUNTY, J
NCDOT ENGINEERING DESIGN AND CONSTRUCTION STANDARDS TO IMPLEMENTATION. Z
10
GRAVEL LOT TYPICAL SECTION •��``` C"AR %,, ¶ LE w
® BARKER LAYDOWN YARD Y
�° �FESS/G��/y'� 11*092,11
�� DUKE (5556 BRAXTON RD, HOPE MILLS, NC)
NOT TO SCALE '-Y i � D w r r
:a �'�: _ e e SPECIAL USE PERMIT SITE PLAN Q
055 32 : = Dewberry Engineers Inc. �, ENERGY00
• 2610 WYCLIFF ROAD
G E22007101 03/12/2024 FOR PERMITTING - NCDEQ STORMWATER COMMENTS DM DAR ZAE 0 50 100 'F ��'o SUITE 410 PROGRESS
FOR PERMITTING - . J RALEIGH, NC 27607 GRADING PLAN
F E22007101 11/01/2023 FOR PERMITTING DM DAR ZAE yi1��q PHONE: [phone]
FAX: [phone] 411 FAYETTEVILLE STREET
E E22007101 09/14/2023 SUP SITE PLAN DM DAR ZAE SCALE: 1 "=50' DO NOT USE FOR CONSTRUCTION NCBELS # F-0929 RALEIGH N.C. 27601 slzE DRAWING SHEET
3/Inlzy Dewberry Project No.50130756 www.dewberry.com TELEPHONE NO. [phone] D E22007101 4 OF 12
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED y

Appendix E - Calculations
www.dewberry.com

Barker Laydown Yard
Impervious Area Calculations
Parcel Area 123.05 AC
Total Surface Water Area 18.25 AC
Total Project Area 4,565,088 SF 104.8 AC
Ex.Impervious Area in Total Project Area
(measured via aerial)
Building 23,523 SF
Total Ex.Impervious 23,523 SF
Ex.Impervious Area Subject to Regulation �ti1�IIl�{
23,523 SF ` G A #y !
Total Project Area N,
4,565,088 SF � ( ( X
Temporary Impervious Area to be Installed
•
(Gravel Laydown Yard) 283,140 SF SEAL
Temporary Impervious Area to be Removed _ 065132 5
(Gravel Laydown Yard) -283,140 SF •' '•
Future Impervious Area 0 SF
Total Proposed Impervious Area /
(Ex.Impervious Area Subject to Regulation+
Proposed Impervious Area) 306,663 SF f�
Total Proposed%Impervious
(Total Proposed Impervious Area)/Total Project
Area) 7.0 %
Because Total Proposed%Impervious is less than 24%,development falls within the'Low Density'threshold.

PROJECT
50130756-Barker Laydown Yard
Dewberry
CLIENT Duke Energy Progress, LLC
CALCULATION SHEET TITLE Rational Method Peak Flow
Designer DLS Reviewer DAR Sheet No.
Date 3/12/2024 Date 3/12/2024 1 of 2
Post-Development Ditch 1 (PD-1)
Land Use Area(acres) C-Value
Impervious 3.00 0.95
C-Values found using the
Agricultural Land (Crop) 0.00 0.40 information provided by the
NCDEQ.
Cumulative 3.00 0.95

PROJECT
e r
�e50130756-Barker Laydown Yard
CLIENT Duke Energy Progress, LLC
CALCULATION SHEET TITLE Rational Method Peak Flow
Designer I DLS Reviewer DAR I Sheet No.
Date 3/12/2024 Date 3/12/2024 2 of 2
Post-Development Ditch 2(PD-2)
Land Use Area(acres) C-Value
Impervious 2.47 0.95
C-Values found using the
Agricultural Land (Crop) 0.00 0.40 information provided by the
NCDEQ.
Cumulative 2.47 0.95

Project:50130756-Barker Laydown Yard Dewberry®
Client:Duke Energy Progress,LLC •
Title:Level Spreader Design www.dewberry.com
Date:3/13/2024
LS-FS MDC 1:Level Spreader Length
The level spreader shall be a minimum often feet in length per one cubic foot per second of stormwater flow that is directed to it.
PD1
C= 0.95 10-Yr Storm(5-min Tc)
Design Storm l ntensity= 0.75 in/hr �in/hr
A= 3 acres
Q=F 2.14 cfs 22.80 cfs
L=LLE5 LF 228 LF
PD2
C= 0.95 10-Yr Storm(5-min Tc)
Design Storm Intensity=W.75 in/hr -in/hr
A= 2.47 acres
Q=F 1.76 cfs 18.77 cfs
L=LIL599 LF 187.72 LF
Combined
C= 0.95 10-Yr Storm(5-min Tc)
Design Storm Intensity= 0.75 in/hr -
A= 5.47 acres
Q= 3.90 cfs
L=L38.974 LF <=TARGET REQUIRED LENGTH
L= 226 LF 418 LF <=PROPOSED LENGTH
MDC Met?Yes
Comments: PD1 and PD2 represent the edge swales that will convey runoff to the blind swale(BS)and level spreader(LS).The combined
calculations combines PD1 and PD2 to determine final target length of the LS.The BS will be flat to promote ponding and
uniform overflow.The BS is sized based on the combined flow,both edge swales are designed based on the max flow in PD1.
The LS is oversized to more closely mimic the low lying area on site where the filter strip will be placed;and,to promote
longevity and provide reslience
LS-FS MDC 2:Required Storm Intensity and Bypass
The required storm intensity and bypass system shall be based on the source of the
stormwater:
(a) A level spreader that receives flow directly from the drainage area shall be sized based
on the flow rate during the 0.75 inch per hour storm,with a flow bypass system for
larger storm events;or
(b) A level spreader that receives flow from an SCM shall be sized based on the draw
down rate of the design volume,with a flow bypass for larger storm events.
MDC Met?Yes
Comments:There are no storm outfalls and no other SCMs.The LS-FS lengths have been designed for the 0.75
in/hr storm event
LS-FS MDC 3:Exception from Flow Bypass Requirement
A flow bypass system is not needed if the level spreader is sized to handle the flow during 10-year storm event.
MDC Met?Yes
Comments:Sized for 10-Yr Storm.See MDC 4 calcs
1 of

Project:50130756-Barker Laydown Yard Dewberry®
Client:Duke Energy Progress,LLC •
Title:Level Spreader Design www.dewberry.com
Date:3/13/2024
LS-FS MDC 4:Blind Swale
Immediately upslope of the level spreader,there shall be a blind swale or other method of ponding water.The blind swale shall be
designed to provide for uniform overtopping of the level spreader.
Permissible shear stress,
Ta up(Ib/ft2) 0.33 (No.57 Stone) 0.45 (Jute Liner)
Design storm LS-FS MDC
Required Flow,Q(cfs) 41.57 22.80 PD1 Required Flow-Edge Conditions,Q(cfs)
Unit weigt of water,y(lb/ft') 62.4 18.77 PD2 Required Flow-Edge Conditions,Q(cfs)
Channel slope,s(ft/ft) 0.003
m � m
V-Shaped v v Y s > U U
v a v a - b:m
0 0 0 T ¢ ;
E `�° E� �
o v x o v o a a . o' o) o o
3 d = U a n > > U C7 U U n U
(ft) (ft) (ft2) (ft) (ft) (ft) (lb/ft2) (ft/s) (cfs) (lb/ft2)
Q �
J
W
Z CO
PD1 3 0 1.5 9.0 6.75 9.49 0.71 3.56 0.022 0.45 2.96 U 19.96 > 0.28 0
U W
W Of
z
z
PD2 3 0 1.47 8.8 6.48 9.30 0.70 3.49 0.022 0.45 2.92 U 18.91 0 0.28 0
U
W
Of o
`m A
v a t0 a > � 0)
V -c L K U a+ o), N 4) 4)
V-Shaped-BS o o z v _ N = N > a 0
a -No.57 Stone " "~ y
x g a �Y �o � 2 o o c, L L�
Check N N o f `° o o 0 0-.. o o
(ft) (ft) (ft2) (ft) (ft) 5 (lb/ft2) (ft/s) (cfs) (lb/ft2)
Q O o
z w
71,
F F -ml
w
z CO
PD1 3 0 1.5 9.0 6.75 9.49 0.71 3.56 0.022 0.33 2.96 U 19.96 > 0.28 0
U W
W Of
}
z
PD2 3 0 1.47 8.8 6.48 9.30 0.70 3.49 0.022 0.33 2.92 U 18.91 0 0.28 0
U
W
>
MDC Met?Yes
Comments:The V-Shaped channel calculations confirm capacity and velocity based on a jute liner during the
10-Yr storm. Note that PD1 does not meet the target Q10 of 22.8 CFS--the drainage areas for PD1
and PD2 are highly conservative in that roughly 50%of the drainage areas actually flow directly to
the blind swale;therefore,the velocity and capactiy check are considered valid for meeting the 10-
Yr MDC.The BS will be at a constant 0.0%slope to allow ponding and overtopping.The BS No.57
Stone check is used to confirm that the No.57 Stone liner in the BS can withstand the entrant shear
stresses from PD-1 and PD-2.
2 of

Project:50130756-Barker Laydown Yard Dewberry®
Client:Duke Energy Progress,LLC •
Title:Level Spreader Design www.dewberry.com
Date:3/13/2024
LS-FS MDC 6:Level Spreader Shape
The level spreader shall be straight or convex in plan view.
MDC Met?Yes
Comments:See plan
LS-FS MDC 7:Transition Zone
Immediately downslope of the lev re shall be a one to three-inch drop followed by a transition zone that is protected from
erosion via aggregate or high pert nforcement matting.The transition zone shall be a minimum of 12 inches wide.
MDC Met?Yes
Comments:Transition zone consists of No.57 stone see detail
LS-FS MDC 8:Minimum Width of the Filter Strip
The minimum width of the filter strip shall be 30 feet,measured perpendicular to the level spreader lip.
Filter Strip Provided:30 LF
MDC Met?Yes
Comments:
LS-FS MDC 9:No Draws or Channels in the Filter Strip
The filter strip shall not contain draws or channels.
MDC Met?Yes
Comments:
LS-FS MDC 10:Filter Strip Specifications
(a) Filter strips shall be graded with a uniform transverse slope of eight percent or less;
(b) The pH,compaction and other attributes of the first 12 inches of the soil shall be adjusted if necessary to promote plant
establishment and growth;
(c) The filter strip and side slopes shall be planted with non-clumping,deep-rooted grass sod;and
(d) Soils shall be stabilized with temporary means such as straw or matting until the permanent vegetative cover has taken root or
the runoff shall be directed elsewhere until vegetation has been established.
(a)Max Slope: 3.50%
(b)pH Requirements: See Plans
(c)Sod Regs: See Plans
(d)Stabilization: See Plans
MDC Met?Yes
Comments:The LS detail calls for 8%maximum slope to ensure contractor flexibility for meeting grades if site
conditions differfrom plans;however,anticipated slope based on surveyed and observed
conditions is 1.7%
3 of

Appendix F - Specifications
www.dewberry.com

Duke Energv Progress (DEP)
Barker Lavdown Yard Site
Preparation
Scope of Work
03/14/2024
Mow the site and install gravel per Approved Erosion Control Plan to include:
1. Duke Energy Progress (DEP)will obtain and pay for the following permits:
1. Cumberland County Special Use Permit
2. Cumberland County Site Plan Permit
3. NCDEQ Erosion and Sediment Control
4. NCDEQ low-density Stormwater Permit
5. NCDOT Driveway Permit
2. No work may start on the site until all the required permits have been obtained.
3. Furnish and install the "Temporary Construction Entrance." Mark the location of the level
spreader filter strip in the field and place cones or markers to prevent heavy construction traffic in
this area.
4. Install the privacy fence. Disturb only that which is necessary to install the fence posts.
Disturbance of any other areas is STRICTLY PROHIBITED. The privacy fence must be complete
before commencing construction.
5. Clear only the area at and around all "Sediment and Erosion Control Devices" (Silt Fence Outlets,
etc.).
6. Install the silt fence and silt fence outlets. Clear/mow only that which is necessary to install the silt
fence.
7. Install chain-link security perimeter fence.
8. Mow the site.
9. Install and compact ABC stone on top of the existing grade and ensure positive drainage across the
site.
10. Install the edge swales, blind swale, level spreader, and filter strip.
11. Install Permanent Seeding. Install sod at filter strip.
12. "Sediment and Erosion Control Devices" shall be maintained through completion of the project.
The contractor shall make any repairs as necessary to the Sediment and Erosion Control Devices"
throughout the duration of his contract for the project. The contractor shall keep all sediment on
site.
1

13. The contractor shall keep Braxton Road free of soil, stone, and debris from the construction site. It
shall be the responsibility of the contractor to remove any soil, stone, and debris deposited onto
the roadway by sweeping, washing or by other methods.
14. The contractor shall inspect all "Sediment and Erosion Control Devices" at least once weekly. The
contractor shall also inspect all the "Sediment and Erosion Control Devices" after each rainfall of
1 inch or more within 24 hours after the rain has stopped. A rain gauge shall be installed at the
project site to facilitate rainfall monitoring. In North Carolina, at each inspection of the "Sediment
and Erosion Control Devices", the contractor is required to complete the "Stormwater Inspections
for General Permit NCGOI OOOO-Land Disturbing Activities form and post it in the permit box
located on site.
15. The contractor, in North Carolina, shall conduct self inspections for erosion and sedimentation
control and complete the self-inspection report for land disturbing activity form as required by
NCGS 113A-54.1 after each phase of the approved erosion and sedimentation control plan is
implemented. This form shall be maintained on-site to be available at all times.
2

Appendix G - Environmental Memorandum
www.dewberry.com

Dewberry
MEMORANDUM
DATE: July 17, 2023
TO: Nuwan Wijesuriya, Senior Transmission Permitting Manger
FROM: Brett Feulner, Senior Environmental Scientist
SUBJECT: Fayetteville Dupont SS 115kV line- Fayetteville Laydown Yard,
Cumberland County—Waters of the U.S. Survey
This memo serves to document the potential jurisdictional resources within the Fayetteville
Laydown Yard project study area. Dewberry conducted an environmental survey of the project
study area on June 6, 2023, to document any jurisdictional features that are Waters of the U.S.
(WOTUS), or any streams subject to riparian buffers rules enacted by the State of North Carolina.
No surveys for protected species, including those protected by the U.S. Fish and Wildlife Service
are included as part of this study.
The study area is located within Cumberland County,NC. The topography in the study area is flat
with little relief. Elevation in the project study area is between 170 and 175 feet above Mean Sea
Level (Figure 2). The land use in the study area is currently agricultural.
Jurisdictional Waters of the United States, including wetlands and streams are protected under
Section 404 of the Clean Water Act. Within the study area, no jurisdictional wetlands and no
jurisdictional streams were identified. No streams subject to State Riparian Buffer Rules, are
located within the project study area.
Qualifications of Contributors
Investigator: John Merritt
Education: B.S.Biological Sciences and Environmental Sciences 1992
Experience: Senior Environmental Scientist,Dewberry,2020-Present
Environmental Scientist,NV5,2018-2020
Environmental Scientist,RK&K,2016-2018
Environmental Program Consultant,NCDOT,2006-2016
Investigator: Grace Spaulding
Education: B.S.Fisheries,Wildlife,and Conservation Biology,double minor in Environmental Science and
Business Administration. Expected graduation May,2024
Experience: Environmental Science Intern,Dewberry,2023-Present
Investigator: Brett Feulner
Education: B.S.Forest Management,NC State University,2001
G.C. Geographic Information Systems,NC State University,2014
Experience: Senior Environmental Scientist,Dewberry Engineers Inc.,2018-Present
Environmental Program Consultant,NCDOT 2003-2018
Environmental Scientist,LandMark Design Group 2001-2002
Responsibilities: QAQC,Document Preparation
MEMORANDUM 1 OF 1

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Appendix H - Stormwater Soil
Evaluation Report
www.dewberry.com

I �r
November 1, 2023
Dewberry
2610 Wycliff Road, Suite 140
Raleigh, North Carolina 28403
Attention: Mr.Zachary Eulo, PE via email: [e-mail]
Reference: Stormwater Soil Evaluation Report
Duke Energy Barker Laydown Yard your email
5549 Braxton Road, Hope Mills, North Carolina
S&ME Project No. 23050706
Dear Mr. Eulo:
S&ME, Inc. (S&ME) has conducted a stormwater soil evaluation in general accordance with S&ME Proposal No.
20350706 dated October 18, 2023. Our evaluation was conducted to provide information for the design of a
Stormwater Control Measure (SCM) and a Stormwater Management Permit Application to the North Carolina
Department of Environmental Quality(NCDEQ)— Division of Energy, Minerals, & Land Resources (DEMLR) and/or
local municipality.A soil scientist evaluated the soil conditions on October 27, 2023.
Background Information
We understand that the project consists of a laydown yard for Duke Energy that will require a proposed drainage
ditch approximately 1,200 linear feet in length with a design width of 10-foot and a depth of 24 inches below
existing ground surface. It was requested that S&ME perform stormwater soil evaluation services to provide
information for the design of the required drainage ditch, and to assess whether the infiltration data would
support a reduction in the width and possibly the depth of the required drainage ditch.
The enclosed Figure 1 and Figure 2 depict the site boundary and requested hand auger boring locations on a US
Department of Agriculture (USDA) Natural Resource Conservation Service (NRCS) Cumberland County soil survey
exhibit and US Geologic Survey(USGS) topographic exhibit respectively. The soils in the vicinity of the site are
mapped as Rains soil series The Rains series consists of poorly drained, nearly level soils formed in Coastal Plain
sediment that has a seasonal high water table (SHWT) at or near the surface.
The stormwater soil evaluation was performed at three locations (SW-1 through SW-3) as shown on the attached
Stormwater Soil Evaluation Exhibit (Figure 3). Our evaluation consisted of identifying and recording the soil
morphological conditions, performing SHWT estimations, measuring the observed water table (OWT) and in-situ
saturated hydraulic conductivity (Ksat) testing of the subsoil.
S&ME, Inc.13201 Spring Forest Road I Raleigh, NC 27616 1 p 919.872.2660 1 www.smeinc.com

r Stormwater Soil Evaluation Report
s Duke Energy Barker Laydown Yard your email
I r 5549 Braxton Road, Hope Mills, North Carolina
S&ME Project No. 23050706
Findings
SHWT Estimation and OWT Measurement
S&ME estimated the SHWT by advancing hand auger borings at the three locations shown on the attached Figure
3 and evaluating the soil for evidence of SHWT influence. This evaluation involved looking at the actual moisture
content in the soil and observing the matrix and mottle colors. Depending on the soil texture, the soil color will
indicate processes that are driven by SHWT fluctuations, such as iron reduction and oxidation and organic matter
staining.
In addition, S&ME attempted to measure the OWT level below existing ground surface (EGS) at the indicated hand
auger boring locations, however groundwater was not encountered. See Table 1 below and Figure 3 for the
estimated depth to SHWT and measured depth to the OWT if applicable.
Table 1
SEASONALHAND AUGER OBSERVED
B• (OWT) DEPTH
LOCATION (inches/feet .• below
SW-1 14/ 1.2 >48/ >4.0
SW-2 10/0.8 >48/ >4.0
SW-3 1211.0 >48/ >4.0
EGS: Existing Ground Surface
Permeability/Hydraulic Conductivity Estimation
The soil profile descriptions included on the attached Figure 3 show the soil morphological conditions including
soil texture, structure, color, estimated United States Department of Agriculture (USDA) permeability and
estimated USDA hydraulic conductivity(Ksat)for the different soil horizons found on-site.
Please refer to the enclosed map and soil profile descriptions on Figure 3 for more information.These estimates
were obtained from one or more of the following: Cumberland County Soil Survey"Physical &Chemical Properties
of the Soil - Permeability'; and/or USDA-NRCS (United States Department of Agriculture - Natural Resource
Conservation Service) official series description, and/or"NRCS Field Book for Describing &Sampling Soils"the
permeability estimates were converted to conductivity on the profile description tables.
In-situ Ksat Testing
In addition to the USDA permeability and conductivity estimations mentioned above, S&ME performed in-situ
Ksat testing at the three hand auger boring locations (SW-1 through SW-3) as shown on Figure 3 at a depth of 2-
feet below EGS.
November 1, 2023 2

Stormwater Soil Evaluation Report
Duke Energy Barker Laydown Yard your email
I 5549 Braxton Road, Hope Mills, North Carolina
I ZS&ME Project No. 23050706
In-situ Ksat measurements were conducted with an Amoozemeter° compact constant-head permeameter(CCHP).
Specifically, the constant-head well permeameter technique (also known as shallow well pump-in technique and
bore hole permeameter method) was used. This procedure is described in Methods of Soil Analysis, Part 1.,
Chapter 29— Hydraulic Conductivity of Saturated Soils: Field Methods, 29— 3.2 Shallow Well Pump In Method, pp.
758-763 and in the Soil Science Society of America Journal, Vol. 53, no. 5, Sept. —Oct. 1989, "A Constant-head
Permeameter for Measuring Saturated Hydraulic Conductivity of the Vadose Zone" and "Comparison of the Glover
Solution with the Simultaneous— Equations Approach for Measuring Hydraulic Conductivity."
In brief, this method involves allowing a measured volume of water to percolate through the soil until a steady
rate of flow is achieved. This final rate was used to calculate the Ksat of the subsoil horizon by the Glover
equation. The hand auger borings used for Ksat testing were advanced below the EGS using a hand auger equipped
with a two-inch diameter bucket.The water dissipating unit was lowered to the bottom of the hole and water was
dispensed from the Amoozemeter°.The water was allowed to move through the unit until steady-state flow was
achieved and completely drained for one or more cycles and on the final cycle flow rates were recorded. The reported
measurements were averaged to achieve a representative Ksat values for each testing location.
The Ksat values measured in-situ for locations SW-1 through SW-3 are summarized on Table 2 below. The individual
Ksat test records are included in Appendix I. Site photographs are included in Appendix II.
Table 2: Ksat Testing Results
KSAT TEST TEST HORIZON
LOCATION SOILFROM
(inches/feet) (inches per hour)
SW-1 Fill/Clay 24/2.0 0.02
SW-2 Fill/Clay 24/2.0 0.03
SW-3 Fill/Sandy Clay 24/2.0 0.06
EGS: Existing Ground Surface
Application of Findings
Data presented in this report are based on materials encountered at the hand auger boring locations only.
Conditions may vary between hand auger boring locations and in other areas of the proposed ditch. The reported
depths are based upon the ground surface locations of the borings at the time of our evaluation.
November 1, 2023 3

r Stormwater Soil Evaluation Report
s Duke Energy Barker Laydown Yard your email
I 5549 Braxton Road, Hope Mills, North Carolina
S&ME Project No. 23050706
Closing
S&ME appreciates the opportunity to provide soil evaluation services for this project. If you have any questions
please contact Walter Cole at 919-872-2660 or wcole(a)smeinc.com.
Sincerely,
S&ME, Inc.
SOIL SC
25 �P L TF� sic
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Walter Cole, LSS, REHS Thomas P. Raymond, PE
Senior Project Manager Senior Reviewer
Enclosed: Figure 1: USDA-SCS Cumberland County Soil Survey Exhibit
Figure 2: USGS Topographic Exhibit
Figure 3: Stormwater Soil Evaluation Exhibit
Appendix I: Ksat Test Records
Appendix II: Site Photographs
November 1, 2023 4

Figures

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SCALE: FIGURE NO.
USDA-NRCS SOIL SURVEY EXHIBIT 1 " = 150 '
DATE:
I I DUKE ENERGY BARKER LAYDOWN YARD 10-17-23 1
5549 BRAXTON ROAD PROJECT NUMBER
HOPE MILLS, CUMBERLAND COUNTY, NORTH CAROLINA TBD

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USGS TOPOGRAPHIC EXHIBIT 1 " = 500 '
DATE:
I I DUKE ENERGY BARKER LAYDOWN YARD 10-17-23 2
5549 BRAXTON ROAD PROJECT NUMBER
HOPE MILLS, CUMBERLAND COUNTY, NORTH CAROLINA TBD

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Appendix I: Ksat Test Records

S&ME
"IN-SITU"CONSTANT HEAD PERMEAMETER
Date: 10/27/2023 Hole Depth: 2.00 Feet
Location: SW-1 Hole Radius(r): 0.08 Feet
Horizon:24 inches below exisitng ground surface Bubble Tube to Surface: 0.25 Feet
Client:Dewberry Reference Tube to Hole Bottom(D): 2.25 Feet
Project Name:DEP Barker Laydown Yard Water Depth in Hole(H): 0.50 Feet
Project#:23050706 CHT Tube(s)Setting(hl): 1.75 Feet
Chamber Used: 0•02 Ft
Ksat=CQ/(2PiH2) Initial Water in Hole: 0.50 Feet
Final Water in Hole: 0.50 Feet
C=Binh-1(H/r)-[(r/H)2+11"+r/H
Binh-1=inverse hyperbolic sin of a number
H=Height of water in hole(cm)
Laydown Yard
barker
=Cross Sectional Area of Reservior x Length of Drop in Water Column over Time
Time Drop in Water Column(ft) Time(min)
r= 0.08 ft (ft) (cm) 10
H= 0.50 ft 0-10 min. 0.026 0.80
10-20 min. 0.016 0.50
20-30 min. 0.007 0.20
30-40 min. 0.016 0.50
40-50 min. 0.016 0.50
C= 1.64 50-60 min. 0.020 0.60
Q= 0.29 Gallons/Day 60-70 min. 0.013 0.40
70-80 min. 0.013 0.40
80-90 min. 0.013 0.40
90-100 min. 0.013 0.40
Avg. 0.013
Cross Sectional Area= 0.02 fe
Length of Drop in Water Column= 1.81 ft/day
Ksat = 0.31 Gallons/Day/ft2
Inches/Hour= 0.020
Note: Ksat calculations are based on average drop in Water Column(ft)after equilibrium is reached.
T:\Raleigh-1050\Projects\2023\23050706 Dewberry_Duke Energy Barker Laydown Hope Mills NC\ENV\Project Docs\Reports\Ksat data.xls l l/l/2023

S&ME
"IN-SITU"CONSTANT HEAD PERMEAMETER
Date: 10/27/2023 Hole Depth: 2.00 Feet
Location: SW-2 Hole Radius(r): 0.08 Feet
Horizon:24 inches below exisitng ground surface Bubble Tube to Surface: 0.25 Feet
Client:Dewberry Reference Tube to Hole Bottom(D): 2.25 Feet
Project Name:DEP Barker Laydown Yard Water Depth in Hole(H): 0.50 Feet
Project#:23050706 CHT Tube(s)Setting(hl): 1.75 Feet
Chamber Used: 0.11 Ft
Ksat=CQ/(2PiH2) Initial Water in Hole: 0.50 Feet
Final Water in Hole: 0.50 Feet
C=Binh-1(H/r)-[(r/H)2+11"+r/H
Binh-1=inverse hyperbolic sin of a number
H=Height of water in hole(cm)
Laydown Yard
barker
=Cross Sectional Area of Reservior x Length of Drop in Water Column over Time
Time Drop in Water Column(ft) Time(min)
r= 0.08 ft (ft) (cm) 10
H= 0.50 ft 0-10 min. 0.010 0.30
10-20 min. 0.007 0.20
20-30 min. 0.010 0.30
30-40 min. 0.010 0.30
40-50 min. 0.007 0.20
C= 1.64 50-60 min. 0.003 0.10
Q= 038 Gallons/Day 60-70 min. 0.003 0.10
70-80 min. 0.003 0.10
80-90 min. 0.003 0.10
90-100 min. 0.003 0.10
Avg. 0.003
Cross Sectional Area= 0.11 fe
Length of Drop in Water Column= 0.45 ft/day
Ksat = 0.40 Gallons/Day/ft2
Inches/Hour= 0.027
Note: Ksat calculations are based on average drop in Water Column(ft)after equilibrium is reached.
T:\Raleigh-1050\Projects\2023\23050706 Dewberry_Duke Energy Barker Laydown Hope Mills NC\ENV\Project Docs\Reports\Ksat data.xls l l/l/2023

S&ME
"IN-SITU"CONSTANT HEAD PERMEAMETER
Date: 10/27/2023 Hole Depth: 2.00 Feet
Location: SW-3 Hole Radius(r): 0.08 Feet
Horizon:24 inches below exisitng ground surface Bubble Tube to Surface: 0.25 Feet
Client:Dewberry Reference Tube to Hole Bottom(D): 2.25 Feet
Project Name:DEP Barker Laydown Yard Water Depth in Hole(H): 0.50 Feet
Project#:23050706 CHT Tube(s)Setting(hl): 1.75 Feet
Chamber Used: 0.11 Ft
Ksat=CQ/(2PiH2) Initial Water in Hole: 0.50 Feet
Final Water in Hole: 0.60 Feet
C=Binh-1(H/r)-[(r/H)2+11"+r/H
Binh-1=inverse hyperbolic sin of a number
H=Height of water in hole(cm)
Laydown Yard
barker
=Cross Sectional Area of Reservior x Length of Drop in Water Column over Time
Time Drop in Water Column(ft) Time(min)
r= 0.08 ft (ft) (cm) 10
H= 0.60 ft 0-10 min. 0.016 0.50
10-20 min. 0.020 0.60
20-30 min. 0.013 0.40
30-40 min. 0.016 0.50
40-50 min. 0.016 0.50
C= 1.80 50-60 min. 0.010 0.30
Q= 1.15 Gallons/Day 60-70 min. 0.013 0.40
70-80 min. 0.010 0.30
80-90 min. 0.010 0.30
90-100 min. 0.010 0.30
Avg. 0.010
Cross Sectional Area= 0.11 fe
Length of Drop in Water Column= 1.36 ft/day
Ksat = 0.92 Gallons/Day/ft2
Inches/Hour= 0.061
Note: Ksat calculations are based on average drop in Water Column(ft)after equilibrium is reached.
T:\Raleigh-1050\Projects\2023\23050706 Dewberry_Duke Energy Barker Laydown Hope Mills NC\ENV\Project Docs\Reports\Ksat data.xls l l/l/2023

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