SW7090403_HISTORICAL FILE_20210429

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7OC��O�j
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

WA�L'3
ROY COOPER
Governor
DIONNE DELLFGATTI
Secretary
BRIAN WRENN
Director
REDCO Properties, LLC
Attention: Cam McRae, Manager
335 N. Queen Street
Kinston, NC 28501
Dear Mr. McRae:
NORTH CAROLINA
Environmental Quality
April 29, 2021
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7090403
Bojangles — Grantsboro, NC
Pamlico County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7090403 for a stormwater treatment system consisting of a
Constructed Wetlands serving the Bojangles and out parcel located at the intersection
of NC 306 and NC 55 in Grantsboro, NC expires on December 31, 2021. This is a
reminder that permit renewal applications are due 180 days prior to expiration. We do
not have a record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit. Failure to maintain a permit subjects the owner to assessment of
civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(a-ncdenr.gov.
Sincerely,
"v� Roger K. Thorpe
Environmental Engineer
® On 1�0 North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
mm
^'a^^aF ^a�"•� 252.946.6481

CA202109701841
- f D LIMITED LIABILITY COMPANY ANNUAL
1012017
NAME OF LIMITED LIABILITY COMPANY: REDCO PROPERTIES. LLC
SOSID: 0445883
Date Filed: 4/7/2021
Elaine F. Marshall
North Carolina Secretary of State
CA2021 097 01841
SECRETARY OF STATE ID NUMBER: 0445883. STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2021 10}.I[@
!F1
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Glenn..Keefe
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESSA COUNTY 4. REGISTERED AGENT OFFICE -MAILING. ADDRESS
335 N Queen St
PO Box 704
Kinston, NC 28501 Lenoir Kinston, NC 28502 Lenoir
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate HOldlno & Development
'2.'PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE'EMAILI Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
O ..
335 N Queen St PO Box 704
Kinston, NC 28501 Lenoir
Kinston, NC 28502 Lenoir
6. Select one of the following it 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: Cameron W. McRae NAME:
TITLE: Managing Member TITLE:
ADDRESS:
335 N Queen St
Kinston, NC 28501 Lenoir
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTIO D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed.in its enlirety.by a person/business entity.
��.LNp�r a S- ;2 o ZZ I
z SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Cameron W.'McRae 1V`LVt j ME-b08 r
Print or Type Name of Company Official Print or T e Tid company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILINGFEEOF $200
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Mr. Cam McRae, Manager/Member
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 2850z
I Subject: Stormwater Permit No. SW7090403 Modification
Grantsboro Bojangles & Outparcels
High Density Project
Pamlico County
Dear Mr. McRae:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Grantsboro Bojangles & Outparcels on March 24, 2010. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding Permit No. SW7090403 Modification dated April 1, 2010 for the construction of
the subject project.
This permit shall be effective from the date of issuance until April 1, 2020, shall void Permit
Number SW7090403 issued on June 30, 2009 and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation
and maintenance of the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Lncerely,
AI odge
Regional Supervisor
Surface Water Protection Section
AH/ sd: K:\WQS\STORMWATER\PERMIT\SW7090403
cc: Donald L. Curry, Jr. PE, Stocks Engineering/Curry Engineering Group (133
Spring Ave. Fuquay-Varina, NC 27526)
gqeeaufort County Building Inspections
', Washington Regional Office
Central Files
North Carolina Division or Water Quality Internet: www.nc+raterqunlity.org
943 Washington Square Mall Phone: [phone] �TOne 7.� 7 .
Washington, NC 27889 FAX [phone] NortthiC�'�proliina
An Equal Opportunity/Af native Action Employer- 50% Recycledll0%a Post Consumer Paper A{�{ (�ur l[ ff

State Stormwater Management Systems
Permit No. SW7090403Mod
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
REDCO Properties, LLC
Grantsboro Bojangles & Outparcels
Pamlico County
FOR THE
construction, operation and maintenance of a Wetlands Basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 1, 2020, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from total of 165,900 square feet of impervious
area (65,000 square feet for Phase 1 — Bojangles site; 25,900 square feet for
future Phase 2 development; 481100 s uare feet for future Phase 3 development
and 26,900 square feet for future ase eve opmen). --- cve
�0-1-14
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
91
VA
The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
The following design criteria have been provided in the Wetlands Basin and must
be maintained at design condition:
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Wetland Forebay Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSI2:
g. Permanent Pool Surface Areq, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Surface Area, ft2:
I. Receiving Stream/River Basin: i
M. Stream Index Number:
n. Classification of Water Body:
Il. SCHEDULE OF COMPLIANCE
Wetlands Basin
002'� 0
165,900
1.5
2.50
85%
36.00
20,000
20,000
37.00
2.0" 0 pipe
2,000
East Fork Goose Creek
27-107-3
"C; Sw; NSW"
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
14. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
15. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure onggoing compliance with
State Stormwater Management Permit Number SW7090403
Modification, as issued by the Division of Water Quality under Session
Law 2008-211 and NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
Division of Water Quality.
Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area for the outparcel(s) shown on the approved
plans is as follows:
Total Site — 165,900 sf, consist of
(Phase 1 - Bojangles Site — 65,000 sf)
( Phase 2 - Future Devlpmt. — 25,900 s receevec( !v_t-14 aK
(Phase 3 — Future Devlpmt. 48,100 s GvS
(Phase 4 — Future Devlpmt. - 26,900
These allotted amounts include any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. The runoff from all built -upon area within the outparcel or future
development area must be directed into the permitted stormwater control
system.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. The connection from the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not
occur.
For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate offsite
stormwater permit application to the Division of Water Quality and receive
a permit prior to construction.
16. The permittee must submit a copy of the recorded deed restrictions within
30 days of the date of recording.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until April 1, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 1 st day of April, 2010.
LINA ENVIRONMENTAL MANAGEMENT COMMISSION
L L-"� for
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7090403 Modification
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
Grantsboro Bojangles & Outparcels
Stormwater Permit No. SW7090403 Mod
Pamlico County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections

:
s-�...�..:..
IOJ Oi'
>616'
Ip _
I
2:1 MITIGATION
= 0.84 AC
IMI-:Ac l to
ACREAGE I
0.42 AC
TOTAL EXISTING WETLAND
ACREAGE = 0.68 AC
t -
,EX: WETLANDS _
SWM
CONSTRUCTED. =1
WETLAND
= 20,000'SF ml
/
1
I
PH_II
i
1 y.
1
PROP B
•3,600
/ fx8
/ I �
dLf.-n31�
IQE
vWA
FW55
-1
1
TO PRESCOTT p
1.19 AC (NORTH LOT) AND CHOCOWINITY
1
5.20 AC REDCO PROP
--9
3
g
1
I
y
�14V�
,
\11 '
v \r1
NOT TO Wnmvr�
NOT TO SCNE
Owner:
FI o P Pence. 11C
ism -ern M
.NFF.v
Civil Engineering-,
Stacks Englnimmh PA
aueM
nammem
..a evreyeem.p..wpm.
aensc ��
PROP PHARMACY
14 500 SF I_ Z.
r ✓ 1 ci W
4
TO ALLIANCE
1 AND BAYBORO
-• ' � � Ibl � ��� � — o. ARC
♦ l— _ .- L

RECEIVED
Kimley-Horn
and Associates, Inc
TYa/1smittal
OCT — 1 2014
D V tl —W \A O
Date: September 29, 2014 Job Number: 012426048
Project Name: CVS Grantsboro, NC (Store#3987)
To: North Carolina Department of Environment and Natural Resources
943 Washington Square Mall
Washington, NC 27889
ATTN: Samir Dumpor
We are sending these by
❑ U.S. Mail
❑ Other:
® FedEx ❑ Hand Deliver
333 Fayetteville Street
Suite 600
Raleigh. NC 27601
TEL [phone]
FAX [phone]
We are sending you
®Attached ❑ Under separate cover via the following items:
❑ Shop Drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑Change Orders
�J ❑ Other
Copies Date No. Description
1 9/24114 17 CVS Grantsboro, NC (Store#3987) Construction Documents
S 1 9/29/14 - Cover Letter with Exhibits
/S
S
These are transmitted as checked below:
^ ❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
JI ❑ As requested ❑ Approved as noted ® Submit ❑ Copies for distribution
7 ❑ For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
\ UvI Remarks:
Copy to: Signed
W. Jo n Brewer, P.E.

KimlepMorn
September 29, 2014
NCDENR Washington District
943 Washington Square Mall
Washington, NC 27889
ATTN: Samir Dumpor
RE: CVS Grantsboro, NC (Store#3987)
Mr. Dumpor,
RECEIVE®
OCT - 1 2014
DWQ-WAR®
This letter is to certify that the CVS Grantsboro project in Grantsboro, NC meets the NCDENR
requirements set forth under the previously approved stormwater permit No. SW7090403 (see
attached). The wetland constructed under this permit was sized to handle the ultimate development
of this site. The CVS portion of the ultimate development is referred to as Phase 3, which has an
allowable maximum built upon area (BUA) of 48,100sf. This project proposes an additional 43,996sf
of BUA which is less than the allocated 48,100sf.
The owner of the proposed CVS will be:
CVS 3987 NC, LLC
One CVS Drive
Woonsocket, RI 02895
Please refer to the included plan set for additional project information. If you have any questions,
please feel free to contact me directly at 919-653-6654.
Regards,
W. Jordan Brewer, PE

A���s r
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
Mr. Cam McRae, Manager/Member
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 28502
Dear Mr. McRae:
Dee Freeman
Subject: Stormwater Permit No. SW7090403 Modification
Grantsboro Bojangles & Outparcels
High Density Project
Pamlico County
The Washington Regional Office received a complete Stormwater Management Permit
Application for Grantsboro Bojangles & Outparcels on March 24, 2010. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding Permit No. SW7090403 Modification dated April 1, 2010 for the construction of
the subject project.
This permit shall be effective from the date of issuance until April 1, 2020, shall void Permit
Number SW7090403 issued on June 30, 2009 and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation
and maintenance of the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Ldnrej,,'
Regional Supervisor
Surface Water Protection Section
AH/ sd: KK�:\WQS\STORMWATER\PERMIT\SW7090403
cc: ✓Donald L. Curry, Jr. PE, Stocks Engineering/Curry Engineering Group (133
Spring Ave. Fuquay-Varina, NC 27526)
Beaufort County Building Inspections
Washington Regional Office
Central Files
North Carolina Divisiun or Water Quality Internet: u'ww.ncwalcruualitv.urc
943 Washington Square Mall Phone [phone]�7One 7.�
Washington, NC 27889 FAX [phone] � Orth C'yd++rotind
An Equal OpportunitylAffrmarve Action Employer -50%Recycled/l0% Post Consumer Paper ;Vatu lI&

State Stormwater Management Systems
Permit No. SW7090403Mod
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
REDCO Properties, LLC
Grantsboro Bojangles & Outparcels
Pamlico County
FOR THE
construction, operation and maintenance of a Wetlands Basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 1, 2020, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from total of 165,900 square feet of impervious
area (65,000 square feet for Phase 1 — Bojangles site; 25,900 square feet for
future Phase 2 development; 48,100 square feet for future Phase 3 development
and 26,900 square feet for future Phase 4 development).
3. The tract will be limited to the amount of built -upon area indicated in Section 1. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

oiare Ofofrnwafef iwafiage neni Oysicuis
Permit No. SW7090403Mod
t�
7
The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
The following design criteria have been provided in the Wetlands Basin and must
be maintained at design condition:
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ftz:
c. Design Storm, inches:
d. Wetland Forebay Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMS�:
g. Permanent Pool Surface Areq, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permitted Forebay Surface Area, ft2:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
Wetlands Basin
200,000
165,900
1.5
2.50
85%
36.00
20,000
20,000
37.00
2.0" 0 pipe
2,000
East Fork Goose Creek
27-107-3
"C; Sw; NSW"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowinq and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
a. Access to the outlet structure must be available at all times.
Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be rfiaintained on file by
the Permittee at all times.
14. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
15. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7090403
Modification, as issued by the Division of Water Quality under Session
Law 2008-211 and NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Page 4 of 8

JIPIG VIVIIIIVV0L01 IVI�IIPIJ. VI,IV,II V�'J ,,,J
Permit No. SW7090403Mod
Division of Water Quality.
Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area for the outparcel(s).shown on the approved
plans is as follows:
Total Site — 165,900 sf, consist of
(Phase 1 - Bojangles Site — 65,000 sfl
Phase 2 - Future Devlpmt. — 25,900 sfl
Phase 3 — Future Devlpmt. 48,100 sf)
Phase 4 — Future Devlpmt. - 26,900
These allotted amounts include any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
The runoff from all built -upon area within the outparcel or future
development area must be directed into the permitted stormwater control
system.
Built -upon area in excess of the permitted amount will require a permit
modification.
The connection from the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not
occur.
For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate offsite
stormwater permit application to the Division of Water Quality and receive
a permit prior to construction.
16. The permittee must submit a copy of the recorded deed restrictions within
30 days of the date of recording.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7090403Mod
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until April 1, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 1st day of April, 2010.
INA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Col&WH. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7090403 Modification
Page 6 of 8

mate atormwater management aysiemS
Permit No. SW7090403Mod
Grantsboro Bojangles & Outparcels
Stormwater Permit No. SW7090403 Mod
Pamlico County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
Page 7 of 8
SEAL

State Stormwater Management Systems
Permit No. SW7090403Mod
Certification Requirements:
1. The drainage area to the system.contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The. outlet structure is located per the approved.plans. .
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14, All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections
Page 8 of 8

TOTAL EXISTING WETLAND Ip
ACREAGE = 0.68 AC TO PRESCO 1.19 AC NORTH LOT AND CHOCOWINITY
e esxs'W e
_ 1
I•--� \t / ExIS 'NCXI'FM EaSEu@ri (PZl/365� r—sn^ •� / _._._ —.TIP
1
I i , Ir P OP. SSF PS
REEL
I L\;EX: WETLANDS. // L 1 1/ I za'um EasEUEnr /
I
4/67hY///MAP
nor ro sca�T
2:1 MITIGATION / __ PROP. t IVI l
=0.84AC pr
- I . m4800 SF P TIE),, - it
i ,E)\ -�
IMPACTED
ACREAGE
0.42 ACSW
1 PaftKS r i
CONSTRUCTED'
WETLAND '� R////
= 20,000'SF 5.20 AC REDCO PROP I
i �_ I / r / -
__ � L ®'ems
41
PROP. PHARMACY
nt I 14,500 SF
PRO600B FNK l T �L"1' ' / r33
uv
/ � ^�h
NC 55 _ -- -- Nc.rwr._ss(Flzw`Fms.
21 \ i
- -- �. M�y
A.
FIN TO ARA
TO REELSBORO
AND NEW BERN
RECEIVE
a
L
W
1 OCT - 1 2014
cn
Z
DWQ-WA
O
v.roe �.uc*rr \
°b TO ALLIANCE
AND BAYBORO
/
Q
\
rZ
/
ILI
IL
/
W
mo
/
to
O
y„3
PAHOE /
01/13/10 111

LEITrER OF TRANSMI FAL
Stocks Engineering, PA
J. Michael Stocks, PE
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (0)
252,903.6891 (C)
To:
Mr. Samir Dumpor
Express Permitting
NCDENR
943 Washington Square Mall
Washington, NC 27889
Phone:
1 252-946-6481
j Overnight No x
Yes
We are sending you the following:
❑ EC Plans ❑ Prints/Plans
❑ Contracts X Permit Applications
These are transmitted as checked below.
X For Approval ❑ As Discussed
❑ For Review and Comment
Job No.
Z-2008-030
Job Name:
Grantsboro Bojangles'
Grantsboro, NC
Date:
06/29112
Sent By:
Don Curry, PE
❑ Construction Plat ❑ Site Plan Drawings ❑ Computer Disk
❑ Site Work Calculations ❑
X For Your File ❑ As Requested
❑ For Your Signature, then return to:
❑ For Your Use
Copies
Date
Description
1
June 2012
Engineer's SWM Certification — SW7090403 Mod
1
June 2012
Engineer's Letter
RECEIVE
JUL - 2 2012
Remarks D V ` — Y Y ARO
Please contact me with anv questions.
Thanks. Don
Copies To: file

Ohm. J}\U rUly-7\-'/, .�
!!\\�/ L/� � �
ilYb uJ�J`$"''ti'+i`

The Curry Engineering
Group, PLLC
June 29, 2012
Mr. Samir Dumper
Express Permitting
NCDENR Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Bojangles/REDCO Grantsboro, Pamlico County
Final SWM Certification, SW7090403
Dear Mr. Dumper:
Enclosed is the final approval certification for the stormwater wetland for the above referenced project. Based on
my observations, the site complies with the design plans and specifications, as noted on the certification form.
Please let me know if you need any additional information pertaining to this project.
Sincerely,
The Curry Engineering Group, PLLC
Donald L. Curry, Jr., PE
Art: NCDENR SWM Certification Form
The Curry Engineering Group, PLLC
PO Box 2018
133 Spring Ave.
Fuquay-Varina, NC 27526
doncurry(a)curryengineeringgmup corn
RECEIVED
JUL - 2 2012
D Q AR0
Don L. Curry, Jr., PE
919.552.0849 (0)
919.552.2043 (F)
919.880.9857 (C)
www. cu rryengi neeringgroup.com

State Stormwater Management Systems
Permit No. SW7090403Mod
Grantsboro Bojangles & Outparcels
Stormwater Permit No. SW7090403 Mod
Pamlico County
Designer's Certification
I, poll-o , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for �t—pCo PP-ark->4-tlt-S , LC (Project Owner) he state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
0
Registration Number "Ic ozr.7-70 i
Date Tub 29, ZO1Z o_ 6970 ra
LOX
RECEIVE®.
JUL - 2 2012
®Wmil'!! VARO
Page 7 of 8

"1; i:u iff�f•
'
.�i
n %,,
=•'fy�
a� ;..
�'''d. ;�''
c. nr�CJ
� ��'
"i,�li
�o j,4t'.
t rffa�
.

State Stormwater Management Systems.
Permit No. SW7090403Mod
Certification Requirements:
✓ 1. The drainage area to the system.contains approximately the permitted
acreage.
✓ 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
✓3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
✓4. All roof drains are located such that the runoff is directed into the system.
✓ 5. The outlet/bypass structure elevations are per the approved plan.
✓ 6. The.outlet structure -is located_per_the_approved plans. _
_,"7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
✓ 9. Vegetated slopes are no steeper than 3:1.
✓10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
✓11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
✓ 14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
✓ 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections
RECEIVED
JUL - 2 2012
®VVQ-VVARO

'
DWQUSE ONL
c c
_
Fee Paid I Oy-
Permit Number
-I50 0, t [ W
`I09 o :x ,d
Applicable A Rul
(select all tM' �tp1 4
ff����jjppC--oastal SW -1995 ❑Coastal - 2008 ❑ Ph 11 - Post Construction
2FJIkon-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
tl
State of North Carolina
Department of Envxtonment and Natural Resources
Division of Water Quality
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.):
Grantsboro Bojangles & Outparcels
2. Location of Project (street address):
Intersection of NC 55 and NC 306, NW Quadrant
City:Grantsboro County:Pamlico Zip:28529
3. Directions to project (from nearest major intersection):
Property is located at the intersection of NC 55 and NC 306, NW Quadrant
• 4. Latitude:35* 08' 26.02" N Longitude:76° 50' 36.53" W of the main entrance to the project.
•
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW7090403 , its issue date (if known)iune 30, 2009 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 DWQ
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: 5.00 ac of Disturbed Area
❑NPDES Industrial Stormwater Z404/401 Permit: Proposed Impacts 0.42 ac
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 permitEC Permit (2 ad=PAMLI-2010-001; EC Permit (2.8 ac)=PAMLI-2009-
Form SWU-101 Version 07July2009 Page 1 of

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: REDCO Properties, LLC
Signing Official & Title:Cam McRae, Manager/Member
b. Contact information for person listed in item 1a above:
Street Address:335 N. Oueen St.
City:Kinston State:NC Zip:28502
Mailing Address (if applicable):Same as above
City: State: Zip:
Phone: (252 ) 522-0191 Fax: (252 ) 522-2878
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:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( 1
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:Brad Mercer
Signing Official & Title:Project Manager
b. Contact information for person listed in item 3a above:
Mailing Address:335 N. Queen St.
City:Kinston State:NC Zip:28502
Phone: (252 ) 522-0191 Fax: (252 ) 522-2878
Email:[e-mail]
Form SWU-101 Version 07July2009 Page 2 of 7

4. Local jurisdiction for building permits: Town of Grantsboro/Pamlico County
Point of ContactSkip Lee Phone #: (252 ) 745-3861
• IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The 1.5" storm event (non -SA waters) will be treated with a stormwater wetland. See attached "Site Location
Narrative" for additional detail on adjacent waters and site specifics.
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:
It. 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 Neuse River basin.
4. Total Property Area: 5.20 acres
5. Total Coastal Wetlands Area: 0.42 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area4:4.78 acres
Total project area shall be calculated to exclude the followin the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below tlw Normal High Water (NHW) line or Mean High Water
• (MHW) line, and coastal wetlands landward from the NHW (or MHW) line. 77ie resultant project area is used to
calculate overall percent built upon area (BUA). 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 = 83 T.
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.
Form SWU-101 Version 07July2009 Page 3 of 7

•
Basin Information
Draina e Area 1
Draina e Area _
Draina e Area
Draina e Area _
Receiving Stream Name
East Fork Goose
Creek
Stream Class
C;Sw;NSW
Stream Index Number*
27-107-3
Total Drainage Area (sf)
4.59 Zaa
ov
On -site Drainage Area (so
4.59
Off -site Drainage Area (sf)
0
Proposed Impervious Area*' (so
165,900
Impervious Area** total
83
Impervious" Surface Area
Drainage Area 1.
Drainage Area _
Drainage Area _
Drainage Area -
On -site Buildings/Lots (so
31,764
On -site Streets (so
0
On -site Parkin (so
127,536
On -site Sidewalks (so
6,600
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (so
0
Total (so:
165,900
Stream Class and Index Number can be determined at: http://b2o.enr.state.nc.us/bims/reports/reportsWB.hhnl
Impervious area is defined as the built upon area including, but rot 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 BUA.
• 11. How was the off -site impervious area listed above determined? Provide documentation. Measured in ACAD
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent storimvater requirements as per 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
fromhttl2://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by
locating project on the interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm.)
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 httl2://h2o.enrstate.nc.us/su/bmp forms.htm.
it Is
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
• 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/12ages/onestopexpress.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.)
Form SWU-101 Version 07Ju1y2009 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/management fo
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
• mile radius the map.
7. Sealed, signed
and dated calculations.
8. -rwo sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
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.
I. 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.
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
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"xll" copy of the NRCS County Soils map with the
• project area clearly 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 DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 496 Page No: 743
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
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 NCAC 2H.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.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VIL 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
http://h2o.enr.state.nc.us/su/bmp forms htm#deed restrictions. 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
iswithout concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07July2009 Page 5 of 7

Cl
•
VILL 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:Donald L. Curry, Jr., PE
Consulting Firm: Stocks Engineering/Curry Engmeeriny Group
Mailing Address:133 Spring Ave.
City:Fuquay-Varina
Phone: (919 ) 552-0849
Emad:doncurr. Qy curryeneineeringgroup.com
State:NC Zip:27526
Fax: (919 ) 552-2034
IX. PROPERTY OWNER AUTHORIZATION (if Contact Infornmhon, itenn 2 has been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Infornation, item 2a) N/A , certify that I
own the property identified in this permit application, and thus give permission to (print or hype none of person
listed in Contact Infornmtion, item to) with (print or hjpe nanne of organization listed in
Contact Information, item lb) 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.
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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ 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.
do hereby certify
Date:
a Notary Public for the State of , County of
personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 071uly2009
Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item 2) Cam McRae
• 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 storm r rules under 15A NCAC 2H 00, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: /` C 5 Date: pp Zd (§'
I, a Notary Public for the State of /d a LL0 IV County of
doh reby certify that (�4&,wwo personally appeared
'before me this day of and ackpowle gethe due execution of the application for
a stormwater permit. Witness my ham and official seal,
•
•
4::11 A
My commission expires VC'70/ �,.2D%C-,
Form SWU-101 Version 07July2009 Page 7 of 7

High Density Developments with Outparcels MAR 2 4 2010
Deed Restrictions & Protective Covenances ��++
• In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Manage 'P ®ENR
Regulations, deed restrictions and protective covenants are required for High Density Developments
with Outparcels where outparcel lots will be subdivided from the main tract and sold. Deed restrictions
and protective covenants are necessary to ensure that the development maintains a "built -upon" area
consistent with the design criteria used to size the stormwater control facility.
I, (.shdGC ^J 114 IAc , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
• Outparcel # BUA Outparcel # BUA
Ph 1 (current)=65.000 sf Ph 3 (future) = 48,100 sf
Ph 2 (future)=25,900 sf Ph 4 (future) = 26,900 sf
•
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
8. Built -upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of Water Quality and receive a permit prior to construction.
it. The project and each outparcel will maintain a 30** foot wide vegetated buffer between all
impervious areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Form DRPC-2 Rev.2 05Nov2009 Page I of 2

CI
•
High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
7 C �-/
Signature: GdiLGlPtIpp /vC � Date: ke %?0),)
I, /rekjl q�ez , a Notary P lic in the
State of LQ/1A 17� County of - /)BAL: ,
do hereby certify that A/yt (0 personally appeared
before me this the `� day of ,f 20�, and acknowledge
the due execution of the foregoing instrument. Witne s my hand and official seal,
4"I'a
Signature
My Commission expires
Form DRPC-2 Rev.2 05Nov2009 Page 2 of 2
SEAL

•
•
0
Grentaboro Bo2angles' �x °,� >za ,a za sq...
SupplementmSWIJ IOLsForm P �m,J1 (i ^%X
yaw
III PROJECT INFORMATION `sag "' i o eel ab sly ' �&? �i. F; t �?OkRre itik�# tlso y�tr''Ia r� ; d�iBY� '0.a .zexsr ^ Px �C ��ay l-Feb�
Im �` Taus Surface Amos r Phase T '.. `. � ... .rxa. ,a .. . ' ..� zsa. _: -. Stoclo. - P.A.
Imper,iou, Surface Area
Phase l- Boaoles
Phase ll- Future Retell
Phase III -Future Retail
Phase 1V-Future Retail
Total
On -Site Buildin s
4064
3600
14500
9600
22164
On -Site Streets (so
0
0
0
0
0
On -Site Parkin s •
59461
21400
31225
15450
112086
On -Site Sidewalks (so
1475
900
2375
1850
4750
Other OroSite s
0
0
0
0
0
OfGSite s
0
0
0
0
0
Total(sp
65000
25900
48100
26900
139000
NOTE: Proposed stormwemr wetland accommodates both Phase 1 and Phase II -IV developments with impervious
areas listed above.

•
•
LIAR 2 4 2010
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
NCSUrWater Wetland Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP 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 removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year, a dam safety expert will inspect the embankment.
After the stormwater wetland is established, I will inspect it once a month and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection 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.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long-
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland 1&M-Rev.2
Page I of 4

C�
C1
•
BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay from
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50% of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
Unclog the outlet device
more than 5 days after a
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland I&M-Rev.2
Page 2 of 4

•
•
•
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland I&M-Rev.2
Page 3 of 4

•
•
40
Permit Number:
(to be provided by DYi'Q)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Grantsboro Bojangles'
BMP drainage area number: I
Print
Title:
Address:
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.
1> KLISIm, , a Notary Public for the State of
Nan, , County of '4unlpn-1— , do hereby certify that
LCC/Wilvn /llt`C L�e� personally appeared before me this IL
day off, and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
it
SEAL
My commission expires Z Llr/m/ />' yo'z
i a
Form SW401-Wetland I&M-Rev.2
Page 4 of 4
SEAL
My commission expires Z Llr/m/ />' yo'z
i a
Form SW401-Wetland I&M-Rev.2
Page 4 of 4

EXPRESS
MAR 2 4 2010
fi
0 CDENR
NC DENFORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ill) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
II, OESIGNIINFQFIIM'ATt0N
Site Characteristics
Drainage area ��200 0O`.ttz V
Impervious area„�,165,90Qftz V
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
,&t-development 1-yr, 24-hr runoff
Post 1-yr, 24-hr peak control
Storage Volume: Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pooliponding depth (DPi,)
Drawdown time
Diameter of orifice
Coefficient of discharge (Co) used in orifice diameter
calculation
Driving head (Ha) used in the orifice diameter calculation
83.0% % t/�/
( s1:5Qinch V
in
�*
LW220.13 in1hr
x 5.`83 a tt'/sec
%ai=4715�� tt�/sec
11.32 ft3/sec
'apt 9 529.Wtft�
20 000.00 it
e W NOW
its
IOU-
ass)
OK
OK
OK
oof wnrFq
'r °cr
N
Provide calculations to support this driving head.
Forth SW401-Wetland-Rev.6-11/16/09 Parts I and It. Project Design Summary, Page 1 or 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Ilow Land
e shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Shallow Water bottom
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option q1,
Top of PPE is within 6' of SHWT, If yes:
SHWT (Seasonally High Water Table)
This design meets Option 42,
40 attend has liner with permeability <0.01 in/hr, If yes:
Depth of topsoil above impermeable liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubjc-inch container)
Number of Plants recommended in Shallow Land Area:
Herbaceous (4' cubic -inch container), OR
Shrubs (1 gallon or larger), OR
Trees (3 gallon or larger) and Herbaceous (4+cubic-inch)
Number of Plants provided in Shallow Water Area:
Herbaceous (4' cubic -inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
1?20000.00;ft,
OK
�`� ;8;000`0 it,
OK
40% %
add8;00000;itz
OK
40% %
Oit,
OK
10% %,
)EM j=`=6 2;000.06ft
OK
10% %
20,000.00 it,
OK
0.00 it,
BRNO
37:00"ftamsl
amsl
amsl
amsl
amsl
(Y or N)
It amsl OK
(Y or N)
12.00 in OK
6.00 in
OK
30.00 in
OK
36.00 in
OK
a;dantin (YorN) OK
rrr
2,000
320
40 and 1,6W
OK
More required if not planting shrubs or trees.
More required 0 not planting herb. and/or trees.
OK
OK
Forth SW401-Wetland-Rev.6-11/16/09 Parts I and If. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
Wl at is the length of the vegetated filter?
e calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
•
or N)
or N)
or N)
or N)
or N)
12.50 :1
r , W a:500A0'it
(a'40;00ft
20,000.00 It'
.Y' A (Y or N)
OK
Excess volume must pass through filter.
OK
OK
OK
OK
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
OK
Form SW401-Wedand-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWO)
illi�REQUIRED�flEMS,",CHECKLIST "
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 the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials
Pagel Plan
Sheet No.
G-oi 8X 02A 1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C— orj 2. Plan details (1' = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
-Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
Coos 3. Section view of the wetland (1' = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
7J _G cs 4. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
f= 6. The supporting calculations (including drawdown calculations).
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
1000 K 8. A copy of the deed restrictions (if required).
9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not
an acceptable source of soils information.
SW401-Wetland-Rev.6-11/16/09 Part III, page 1 of 1

0

STORMWATER SUBMITTAL REQUIREMENTS
II ZNT•tO -POIVb
I. Objective S
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
IL What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects•with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within ''/z mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements) '
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcompond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. /APPLI TION
✓r 1 /�;n original signature is required. Photocopied signatures cannot be accepted.
2. V A completed wet detention pond supplement and a signed, dated and notarized wet
l�detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
✓shown on the plan details.
V Built -upon areas are reported in square feet in Section 111.6.
5.1/ Receiving stream name and classification. This is important because in the non -Phase
jt counties, a wet pond cannot be used on a project that is within'/ mile'of and draining'
/to SA waters. For Phase 11, a wet pond is allowed within ''/2 mile of SA'Waters. !
/6.VVV Section 111.6. is filled in -cannot be left blank. One column must be filled in for each
, ` /proposed wet pond.
7. V I
V f the applicant is a corporation, partnership or LLC, look it`up on�tlie Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
�managers of the LLC. If an agent signs, then a letter of authorization is needed from the
&-resident, vice president, general partner, member or manager.
8 1 For subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont. _.
B. CALCULATIONS
i
1. ✓The orifice.is sized based on -drawing down the'calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement -will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2e� For Phase II projects that are within '/z mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
y,� the 1 year 24 hour storm must be controlled and treated.
3F/�1"For Phase II projects, the discharge rate leaving the pond can be no more than the
,/,�pre-development discharge rate for the 1 year 24 hour storm.
4�(jFor Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5.� The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. If the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
✓pond. If the 90% TSS chart is used, no filter is required.
7. Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
✓charts for different areas of the State.
8. Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10✓Required volume calculation based on 1.5" storm for Phase II projects` and 1" storm for
all others projects. 'unless the project is Phase II and within'/ mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
✓and post development conditions for the 1-yr 24-hr storm.
11. Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided.
12.✓Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13. Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. VThe seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool. .
15. Rounding numbers off during the calculation process can result in deficiencies. Do not
round the numbers until you get to the final result.
16✓An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
%.

1�
• Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, -grading and details. For larger projects, show as much information as possible on as
few heets as possible, without cluttering them up.
V1. Development/Project Name
2. V/Engineer name and firm.
3. V/Legend
4. v✓North Arrow
5. Location Map with nearest intersection of two major roads shown. Major road is any 1,
2/or 3 digit NC, US or interstate highway.
6. Scale- standard engineering scale, no off-the-wall stuff.
V�/ 7. ✓/bate
V 8. V/Revision number and date, if applicable.
9. V Original contours, proposed contours, spot elevations, finished floor elevations, pipe
✓Anverts, swale inverts, etc.
/ 10. Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
v/ ,delineating the offsite drainage areas.
11. Property/Project boundary lines, bearing & distances.
12.✓Mean High Water Line or Normal High Water Line, if applicable.
131jfhe permanent pool elevation must be above the SHWT and above the lowest
C�^u 1 VVV elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
prevent dewatering the wetland.
Drainage easement widths, pipe sizes and swale inverts are provided.
Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
/ of -the unsigned delineation map submitted to the Corps. Wet ponds may not be located
/ n wetlands unless a permit to fill those wetlands has been obtained.
VV 16. Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
lopes
1 apartm.ent / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
18 ✓ The drainage area for each wet pond is clearly delineated and numbered to match up to
toe calculations and supplement. Drainage area delineation is best done as a separate
Ian sheet.
19. A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
_ ,f6rebay.
V /20The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21.vAn outlet structure detail showing a trash rack with <_6" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
V, elevation.
22 imensions for each line and arc formed by the permanent pool contour.
23. Where the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
mechanism). Please note that the filter strip is not a ditch.
,,,✓24:V A forebay is provided for each inlet and located so as to prevent short-circuiting.
2VThe pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
/ path. The top elevation of the baffle should be set at the temporary pool elevation or
t/ ,higher.
26l/ A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27.Vm roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.

a

r
MCD NR I,�a O
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
June 30, 2009
Mr. Cam McRae, Manager/Member
REDCO Properties, LLC i��Mc� tAo � on
335 North Queen Street
Kinston, North Carolina 28502
Subject: Stormwater Permit No. SW7090403
Grantsboro Bojangles
High Density Commercial Wet Pond Project
Pamlico County
Dear Mr. McRae:
Dee Freeman
Secretary
A-\ =2.01O
The Washington Regional Office received a complete Stormwater Management Permit Application for
Grantsboro Bojangles on June 19, 2009. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law
2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7090403 dated June 30,
2009, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 30, 2019, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adtudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact
Heather Steinbacher, or me at [phone].
Slifnicerely,
kWlHoL
Regional Supervisor
Surface Water Protection Section
AH/ hs: S:\WQS\STORMWATER\PERMIT\SW7090304-Bojangles
cc: Don Curry, P.E., Stocks Engineering, P.A.
LP mlico County Building Inspections
/ashington Regional Office
Central Files
North Carolina Division of Water Duality Internet: %vvpv.nmaterquality.org One t, 943 Washington Square Mall Phone: [phone] \ FAX: [phone] NOTt11Ca.TOhlla.
Washington, NC 27889 FAX: [phone] Naturally
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW7090403
/ STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
REDCO Properties, LLC
Grantsboro Bojangles
Intersection of NC 55 & NC 306, Pamlico County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 30, 2019, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 131,550 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 4.36
b. Total Impervious Surfaces, ftZ: 131,550
Paqe 2 of 7

State Stormwater Management Systems
Permit No. SW7090403
C. Design Storm, inches: 1.50
d. Pond Depth, feet: 3.48
e. TSS removal efficiency. 90%
f. Permanent Pool Elevation, FMSL: 38.50
9. Permanent Pool Surface Areq, ftz: 13,300
hh. Permitted Storage Volume, ft : 46,242 at temporary pool el.
i. Temporary Storage Elevation, FMSL: 39.71
j. Predevelopment 1 year 24 hour: 3.31
k. Post development 1 year 24 hour: 0.10
I. Controlling Orifice: 2.0" 0 pipe
M. Permitted Forebay Volume, ft3: 9,514
n. Receiving Stream/River Basin: East Fork Goose Creek / Neuse
o. Stream Index Number: 27-107-3
P. Classification of Water Body: "C; Sw, NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. Decorative spray fountains will not be allowed in the stormwater treatment
system.
8. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7090403
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
10. If the stormwater system was used as an. Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
13. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
14. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7090403
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until June 30, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the Thirtieth day of June 2009.
NO//TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,/,`a., 15��C4_ for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7090304
Page 5 of 7

State Stormwater Management Systems
J Permit No. SW7090403
Grantsboro Bojangles
Stormwater Permit No. SW7090403
Pamlico County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7090403
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15, The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections
Page 7 of 7

For DENR Use ONLY
North Carolina Department of Environment and Reviewer. R; c kolf L
�►' Natural Resources Submit: 5&,'-y
NCDENR Request for Express Permit Review Time:
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email me completes form to &press
Coordinator along with a completed DETAILED narrative site plan (PDF rile) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698,alison.davidson(&ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203, daviddee0-rigmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(ftomail.net
• Washington Region -Lyn Hardison 252-946.9215 or lvn.hardison(fncmail.net �������
• Wilmington Region -Janet Russell 910-350-2004 or ianet.russell(o?ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day. MAR 2 4 2010
Project Name: BOJANGLES GRANTSBORO County: PAMLICO
Applicant: CAM MCRAE Company: REDCO PROPERTIES, LLC NC DENR
Address: 335 N. QUEEN ST.City: KINSTON, State: NC Zip: 28502-
Phone: [phone] Fax::[phone] Email: [e-mail]
Physical Location:NW QUADRANT OF NC 55 AND NC 306 INTERSECTION
Project Drains into EAST FORK GOOSE CREEK waters - Water Classification C:SW:NSW (for classification see-
hftp://h2o.enr,state.nc.us/bims/reports/reportsWB,htmi)
Project Located in NEUSE River Basin. Is project draining to class ORIN waters? N , within % mile and draining to Gass SA waters N or within 1 mile anc
draining to class HOW waters? N
Engineer/Consultant: DONALD L. CURRY, JR., PE Company: STOCKS ENGINEERING, PA/THE CURRY ENGINEERING GROUP, PLLC
Address: 133 SPRING AVE. City: FUQUAY-VARINA, State: NC Zip 27526-_
Phone: [phone] Fax::[phone] Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
WScoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _#Treatmenttystems
El High Density -Bio-Retention _ # Wefiand Treatment Systems ® High Density-Stormwater s 1 # Treatment.Systems❑ High Density -
Other _#Treatment Systems /® MODIFICATION: ® Major ❑ Minor ❑ F�evision SW 7090403(Pmvldepermit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts - ❑Structures Information
❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.(CK # (for DENR use)) 7xS
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wettand on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ® Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check #_ IC) ) Total Fee Amount$ 4CG0
SUBMITTAL DATES
Fee
I
I SUBMITTAL DATES
Fee
MA
1 Variance (❑ Maj, ❑ Min)
$
(❑ HD, ❑ LID,❑ Gen)
ILQS
$ -T ^p
40t:
$
$ i 250
1 Stream Deter,_
S
NCDENR EXPRESS September 2008

11
•
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM EXPRESS
SEDIMENTATION POLLUTION CONTROL ACT MAR 2 4 MO
EXPRESS PERMITTING OPTION 08012007
No person may initiate any land -disturbing activity on one or more acres as covered by the ANCAtfHSI
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. ProjectName: Grantsboro Boiangles
2. Location of land -disturbing activity: County Pamlico City or Township Grantsboro
Highway/Street NW Quadrant NC 55 0 NC 306Latitude 35d 08' 26" N Longitude 76d 60' 36" W
3. Approximate date land -disturbing activity will commence: March 2010
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 5.0 ac
6. Amount of fee enclosed: $325 ($4000 express fee is separate). The Express Permitting application
fee is a dual charge. The normal fee of $65.00 per acre is assessed without a ceiling amount. In
addition, the Express Permitting supplement is $250.00 per acre up to eight acres, after which the
Express Permitting supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE:
Both fees are rounded up to the next whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Brad Mercer
Telephone [phone]
E-mail Address brad(&becaiun.com
Cell # 252-341-6276 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
REDCO Properties, LLC
Name
335 N. Queen St.
Current Mailing Address
Kinston, NC 28502
City State
252-522-0191
Telephone
Same
Current Street Address
Same
Zip City State
252-208-2878
Fax Number
10. Deed Book No. 2370 Page No. 1036 Provide a copy of the most current deed.
Z.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
REDCO Properties
Name
335 N. Queen St.
Current Mailing Address
Kinston, NC 28502
City State
Telephone [phone]
E-mail Address
Same
Current Street Address
Same
Zip City
State
Fax Number 252-208-2878
Zip

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
eNIA
Name
Current Mailing Address
City
E-mail Address
Current Street Address
State Zip City
Fax Nu
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
NIA
Name of Registered Agent E-mail Address
Current Mailing Address Current Street Address
City State Zip City State Zip
Telephone Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Stocks Engineering/Curry Engineering doncurrv(d)currvengineeringgroup.com
Engineering Firm or other consultant E-mail Address
Donald L. Curry, Jr., PE 919-552-0849 919-552-2043
Individual contact person (type or print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any change in the information provided herein.
Cam McRae Owner
Type or pr name Title or Authority
Signature —� Date
a Notary
/Public of the County of e e
State of North Carolina, hereby certify that // ///�(/ll h /ri/'U/A� appeared personally
before me this day and being duly sworn ackn
owledged that the above form was executed by him.
Witness my hand and notarial seal, this �0 day of f-C`Ji 20/_0
• Notary
Seal
My commission expires

LETTER OF TRANSMITTAL
Stocks Engineering, PA
J. Michael Stocks, PE
P.O. Box 1108
Nashville, NC 27856
252.459.8196 (0)
252.903.6891 (C)
To:
Mr. Samir Dumpor
Express Permitting
NCDENR
943 Washington Square Mall
Washington, NC 27889
Phone:
252-946-6481
1 Overnight No X
Ves
We are sending you the following:
❑ EC Plans X Prints/Plans
❑ Contracts X Permit Applications
These are transmitted as checked below:
X For Approval ❑ As Discussed
❑ For Review and Comment
MAR � 4 -:i110
WC ®ENR
Job No.
Z-2008-030
Job Name:
Grantsboro Bojangles'
Grantsboro, NC
Date:
03/23/10
Sent By.
Don Curry, PE
❑ Construction Plat ❑ Site Plan Drawings ❑ Computer Disk
❑ Site Work Calculations ❑
X For Your File ❑ As Requested
❑ For Your Signature, then return to:
❑ For Your Use
Copies
Date
Description
2
Mar 2010
100% Plans for Stomrwater Review - Express
2
Mar 2010
Site work calculations, Permit Application, & Assoc. Documentation
1
Mar 2010
Review Fee - $4,000 Exp
Remarks Enclosed are copies of the Stormwater package for the Express Review for Bojangles' in
Grantsboro. NC.
Please contact me with any questions.
Thanks. Don
Copies To: file