SW8050103_HISTORICAL FILE_20120802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW S(D �D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�P HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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YYYYMMDD

ANIX-9;
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NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
.John Marshall, Vice President
Redco Properties, LLC
P.O. Box 277
Kinston, NC 28501
Division of Water Quality
Charles Wakild, P. E.
.Director
August 2, 2012
Subject: NOTICE OF INSPECTION
Bo jangles — 2149 Lejeune Blvd.
Permit No. SW8 050103
Onslow County
Dear Mr. Marshall:
Dee Freeman
Secretary
On August 8, 2012, David Cox of the Wilmington Regional Office of the Division of
Water Quality (DWQ) reviewed the Engineer's Certification for Bo jangles — 2149
Lejeune in Onslow County to determine the status of compliance with Stormwater
Management Permit Number SW8 050103 issued on October 12, 2010. DWQ file
review and site inspection revealed that the site is compliant with the terms and
conditions of this permit. Please find a copy of the completed form entitled "Compliance
Inspection Report" attached to this letter.
Please be advised that you are required to comply with the terms, conditions and
limitations of your Stormwater Management Permit under Title 15A North Carolina
Administrative Code 2H .1003 and North Carolina General Statute 143-214.7, including
operation and maintenance of your permitted stormwater system.
If the project has changed its name, ownership or mailing address, a completed and
signed Name/Ownership Change form must be submitted to DWQ at least 30 calendar
days prior to making the changes. Please include the name, mailing address and
phone number of the person or entity that is now responsible for this permit on the
Name/Ownership Change form.
Please be advised that violations of your Stormwater Management Permit may be
subject to the assessment of civil penalties of up to $25,000 per day per violation. If you
have any questions, please contact David Cox at the Wilmington Regional Office,
telephone number (910)-796- 7318.
Sincere
David Cox
Environmental Specialist
Enc: Compliance Inspection Report
GDSldwc: S:IWQSIStormwater\Permits & Projects120051050103HD12012 08 CEI_compliant 050103
cc: c--WiRO'Stor-mw iter Eil&
Georgette Scott
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarofina
Internet: www.ncwaterqual4y,org Naturally
An Equal Opporlunily l Afrmative Acton EmpEoyer �/ y K L "L✓1

RMENK
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
July 9, 2012
John Marshall, Vice President
Redco Properties, LLC
PO Box 277
Kinston, NC 28501
Subject: NOTICE OF DEFICIENCY
Bojangles -2149 Lejeune BLVD.
Stormwater Permit No. SW8 050103
Onslow County
Dear Mr. Marshall:
Dee Freeman
Secretary
On June 26, 2012, David Cox and Chris Baker of the Wilmington Regional Office of the Division
of Water Quality (DWQ) inspected Bojangles-2149 Legeune BLVD. in Onslow County to
determine compliance with Stormwater Management Permit Number SW8 050103 issued on
April 21, 2006. DWQ file review and site inspection revealed that the site is not in compliance
with the terms and conditions of this permit. Please find a copy of the completed form entitled
"Compliance Inspection Report" attached to this letter, which summarizes the findings of the
recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
1. Submit a copy of the Engineer's Certificate.
2. Clean out the forebay,
Please inform this Office in writing before August 14, 2012, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide
the requested information, or to respond to this letter by the due date, may initiate enforcement
action including the assessment of civil penalties of up to $25,000 per day. If a written plan of
action is not submitted to this office by August 14, 2012 then DWQ staff will re -inspect the site
and issue a Notice of Violation if the listed deficiencies have not been addressed.
Please be reminded that if an ownership change, or a name change or a mailing address
change has occurred, it is your responsibility to submit a completed and signed
Name/Ownership Change form to the Division. Please include the name, mailing address and
phone number of the party who is now responsible for this permit. If you have any questions,
please contact me at the Wilmington Regional Office, telephone number [phone],
Sincerel
V"
,,
David Cox
Environmental Specialist
Enc: Compliance Inspection Report
GDSldwc: S:IWQSIStormwater\Permits & Projects120051050103HD12012 07 CEI_deficient
050103
cc: Georgette Scott
Joe Avolis, P.E.
WiRO Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarofina
Internet www ncvraterquatity,arg

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State Stormwater Management Systems
Permit No. S1N8 050103 Correction
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
Bojangles Restaurant
2149 Lejeune Boulevard, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond(s) in
compliance with the provisions of 15A NCAC 2H A 000 (hereafter referred to as the
"stormwater rules') 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 21, 2016, and shall be
subject to the following specified conditions and limitations:
1. 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 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 53,087 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allocation of built -upon area for
any future development.
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(s) of this
project must be directed into the permitted stormwater control system. ti
Page 3of8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
6.. The following design criteria have been provided in the wet detention pond and
must
be maintained at design condition:
a.
Drainage Area, 9.cres:
1.65
Onsite, ft :
72,005
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
53,087
Onsite, ft :
53,087
Offsite, ft2:
0
C.
Design Storm, inches:
1.0
d.
Average Pond Design Depth, feet:
5.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool (PP) Elevation ,MSL:
26.92
Permanent Pool Surface Area, ft :
3,738
h.
Permitted Temporary
Storage Volume, ft3:
t8,300
i.
Temporary Storage
Elevation, FMSL:
28.62
j.
Controlling Orifice:
VO pipe
k.
Permitted Forebay Volume, W:
2,121
I.
Fountain Horsepower
NIA (PPV <30000 cf)
o.
Receiving Stream/River Basin:
Northeast Creek / WOK02
p.
Stream Index Number:
19-16-(0.5)
q.
Classification of Water Body:
"SC 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.
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, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. A Decorative spray fountain will not be allowed in the stormwater treatment
system, because the permanent pool volume is less than 30,000 cubic feet.
6. 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 4 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
7. 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.
8. 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.
9. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
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 development, subdivision, acquisition, lease or sale of any, 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. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for the life of the permit.
13. 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.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the owner or of the project, or a mailing address change, the
permittee must submit a completed and signed Name/Ownership Change Form
to the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
3. 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.
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 remains in force and effect until modified, revoked, terminated or
renewed. 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 permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified, corrected and reissued this the 12th day of October 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ror uoiegn H. 5unins, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
Bojangles - 2149 Lejeune Boulevard
Stormwater Permit No. SW8 050103
Onsiow 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 specifications:
Signature
Registration Number
Date
SEAL
Page 7of8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
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 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 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 and located 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.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 8 of 8

W a 7'
�9�+✓
� r
October 2, 2008
Mr. John Marshall, Vice President
Redco Properties, LLC
PO Box 277
Kinston, NC 28501
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Stormwater Permit No. SW8 050103 Version 1.0
Bojangles Restaurant
Project served by an Offsite System
Onslow County
Dear Mr. Marshall:
Coleen 1-1. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Bojangle's Restaurant on Lejeune Boulevard on April 18, 2006, and issued a
permit on April 21, 2006. The permit referenced the incorrect project number. The new
permit, attached, has been corrected to reflect the actual project number, SW8 050103.
Please discard the previous permit and replace it with this corrected one. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit
No. SW8 050103 dated October 2, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein.
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 either Linda Lewis or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlarl: S:IWQSISTORMWATIPERMIT1050103.apr06.
cc: Joe Avolis, P.E., Avolis Engineering
Tom Anderson, City of Jacksonville Building Inspections
W. Chris Bailey, Bailey & Associates
Linda Lewis
Wilmington Regional Office N4ochCarolina
Central Files Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterjquality.ora Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit Number SW8 050103
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
John Marshall & Redco Properties, LLC
Bojangles Restaurant
OP's 2 & 3, Highland Crossing Shopping Center, Piney Green Road, Onslow County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, in compliance with the provisions of 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. The stormwater runoff from the site will
be routed to a wet detention pond operated and maintained by Bailey & Associates under
the terms and conditions set forth in Permit No. SW8 971101.
This permit shall be effective from the date of issuance until rescinded, 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. The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under SW8 971101, as described in
Section 1.7 on page 3 of this permit.
3. The built -upon area allotted to this development by Stormwater Management Permit
No. 971101, is 63,464 square feet. This project proposes 59,294 square feet of built -
upon area.
4. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
5. 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.
Page 2 of 6

State Stormwater Management Systems
Permit Number SW8 050103
6. The runoff from all of the permitted built -upon area on the lot must be directed into the,
permitted stormwater system.
7. The
following design criteria have been
approved for the offsite wet detention pond
permitted under SW8 971101:
a.
Drainage Area, acres:
10.39
Onsite, ft2:
452,588
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
355,341
Outparcels, ft2:
125,221
#1
30,065
#2
33,221
#3
30,243
#4
31,692
C.
Pond Depth, feet:
6.0
d.
Permanent Pool Elevation, FMSL:
45.0
e.
Provided Surface Area, ft2:
26,032
f.
Provided Storage Volume, ft3:
43,745
g.
Temporary Storage Elevation, 1=MSL:
46.5
h.
Controlling Orifice:
3" 0 pipe
i.
Receiving Stream 1 River Basin:
Northeast Creek 1 WOK02
j.
Classification of Water Body:
"SC NSW'
k.
Stream Index Number:
19-16-(0.5)
II. SCHEDULE OF COMPLIANCE
The offsite 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 associated with this project.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee is responsible for keeping the stormwater collection system on the lot
clear of debris, and keeping the site stabilized in accordance with the requirements of
the NC Erosion and Sediment Control Design Manual.
4. Bailey & Associates, shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater management 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 revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 6

State Stormwater Management Systems
Permit Number SW8 050103
5. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition or selling 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.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. Bailey & Associates must keep records of maintenance activities and make them
available upon request to authorized personnel of DWQ. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
8.- This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
9. Bailey & Associates is responsible for providing, prior to issuance of a Certificate of
Occupancy, and prior to. operation of the permitted stormwater management facility, a
certification from an appropriate designer for the system installed, certifying that the
permitted facility has been installed in accordance with Stormwater Permit No. SW8
971101, the approved plans and specifications, and other supporting documentation.
Any deviations from the approved plans and specifications must be noted on the
Certification.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. This lot is limited to the amount of built -upon area indicated in the supporting
calculations and per approved plans. The project must have a built -upon area less
than or equal to the amount permitted under Stormwater Permit No. SW8 971101.
Additional built -upon area will require a modification to the overall Permit.
12. Bailey & Associates must record any deed restrictions as required by their permit, and
they must verify that the proposed built -upon area does not exceed the allowable built -
upon area. Once the lot transfer is complete, the built -upon area may not be revised
without approval from the permittee, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
13. The drainage features shown as a part of the stormwater management system on the
approved plan shall not be filled in, altered, or piped by any party without first
submitting a revision to the permit and receiving approval from the Division.
Page 4of6

State Stormwater Management Systems
Permit Number SW8 050103
14. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In
the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. 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 terms and conditions of this permit
until such time as the Director approves the permit transfer.
2. 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.
3. 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) which have jurisdiction.
4. In the event that the offsite stormwater facilities fail to perform satisfactorily, including
the creation of nuisance conditions, Bailey & Associates is responsible for taking
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
5. The permittee grants permission for DENR Staff to enter the property for the purpose
of inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
7. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Corrected Permit issued this the 2nd day of October, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
0�oleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 6

State Stormwater Management Systems
Permit Number SW8 050103
Stormwater Project Number SW8 050103
Bojangles Restaurant
Onslow 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.
Required Items to be checked for this certification to be considered complete are on page 2
of this form.
Noted deviations from approved plans and specifications.
SEAL
Signature
Registration Number
Date
Certification Requirements:
The lot contains no more than the permitted amount of built -upon area.
2. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
3. The lot has been stabilized with permanent vegetation to prevent erosion.
4. Vegetated slopes are no steeper than 3:1.
5. Roof drains are located such that building runoff drains into the system.
6. The inlet from this project into the approved offsite system is located per the
approved plans and does not cause short-circuiting.
cc: NCDENR-DWQ
Tom Anderson, City of Jacksonville Building Inspections
Page 6 of 6

Sep 30 08 02:55P Kevin Rvolis 252-633-6507 P.6
OFFICE USE ONLY
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
. Division of Water Quality
STORVIWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1.. Applicants name_(specify.the name of the corporation. individual, etc..who owns the project):
Redco Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John P. Marshall, Vice President/General Counsel
3. Mailing Address for person listed in item 2 above:
P.O. Box 277
City: Kinston State: NC -Zip: 2850
Telephone Number: ( 252 1 522-0191
4. Project Name (subdivision, facility or establishment name • should be consistent with project name on plans.
specifications, letters, operation and maintenance agreements. etc_):
Bojangles Restaurant
5_ Location of Project (street address):
Lots 2 and 3 Highland Crossing Shopping Center
City; Jacksonville County: Onslow
6. Directions to project (from nearest major intersection):
Site is located at the eastern corner of the intersection of Piney Green Road -
(NCSR 1406) and Halltown Road (NCSR 1410)
7. Latitude: N 34' 46. 314' Longitude: W 77' 21.3891 of project
8. Contact person who can answer questions about the project:
Name: Joseph C. Avolis, P.E. Telephone Number: (252 1 633-0068
if. PERMIT INFORMATION:
1. Specify whether project is (check one): V New Renewal Modification
Form SWU-101 Version3.99 Page I of

Sep 30 08 02:56p Kevin Rvolis 252-633-6507 P-9
2. If this application is being submitted as the result of a renewal or modification to an existingpermit. list the
existing permit number & and its issue date (if known) Feb 17 r 195$
3. Specify the type of project (check one;'.
Low Density X High Density Redevelop General Pemnit Other
4. Additional Project Requirements (check applicable blanks):
_CAh4A Major X Sedimentation/Erosion Control �404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
- - (one to two pages) describing stormwater management for the'praject .
Stormwater runoff from the site will be collected in a catch basin and
piping system and will be diverted to the existing wet detention pond
for treatment.
2. Stormwater runoff from this project drains to the White Oak River basin.
. 893 acres 4.
3. Total Project Area: Project Built Upon Area: 71 .9
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. if there are more than two drainage areas in the
project. attach an additional sheet with the information for each area provided in the same Format as below.
a 60
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Northeast Creek
Receiving Stream Ciass
5C14Sw
Drainage Area
82,459 SF
Existing Impervious' Area
0 SF
Proposed Impervious'Area
59,294 SF
% Impervious` Area (total)
71 .9 0
Impervious` Surface Area
Drainage Area 1
Drainage Area 2
On -sire Buildings
3,827 SF
On -site Streets
0 SF
On -site Parking
48,460 SF
On -site Sidewalks
6,647 SF
Other on -site stet)
360 SF
Off -site
0 SF
Total: 59,294 SF
Total:
Impervious area is defined as the built upon area including, but not limited to. buildings. roads, parking areas.
sidewalks. gravel areas. etc.
Form S%VU-101 Version 3.99 Page 2 oFa
�n

Sep 30 08 02:56p Kevin Rvolis 252-633-6507 p•10
7. How was the off -site impervious area listed above derived" Site investigation and
topographic survey.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly. a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. 7 be following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not. be
changed or deleted without the consent of the State.
2. No more t Fan , sg 7g_d square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state storm water management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted srormwater control
system. These connections to the storm rvater control system shall be performed in a manner that maintains the inregrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State. and that they will be recorded prior to the sale of any lot.
V, SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. _
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SVVU-109
Innovative Best Management Practice Supplement
Fonn SWU-101 Version 3-99 Pam 3 of

Sep 30 08 02:56p Kevin Rvolis 252-633-6507 p.11
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 iten�s listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item,
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Na-
One copy of the applicable Supplement Form(s) for each BM?
• Permit application processing fee of WO (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two, copies of plans and specifications, including:
Development/project name cv
Engineer and firm
.-legend ......
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor- elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
V11. AGENT AUTHORIZATION
Il• you Nvish to designate authority to another individual or firm so that the)' may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City
New Berm
Phone: L?-..52 }, 633-0068
VIII. APPLICANT'S CERTIFICATION
. State. NC Zip; 28561
Fax: [phone]
1, (prin(or type name of person listed in General Information, item 2) John P. Marshall
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 protectiv co Errs will recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .100 A 4 7 n
Signature•2�* Date:`j60It A
Fora: SWU-101 Version 3.99
Page 4 of 4

Sep 30 08 02:57p
Kevin Rvolis
252-633-6507
p. 12
Permit No. �� `
Ito be provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR I)FVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DW9 Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application
, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stonnwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Name.: Bojangles Restaurant
Contact Person: Joseph C. _Avolis, P.E. Phone Number: ( 252) 633-0068
Is all drainage from the project directed to the off -site system? (circle ot,e): Yes No
Except for public sidewalk constructed along perimeter of site, some partially
on NCDOT property.
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No. SW$ 971101
Project Name: Highland Crossing Shopping Center
Type of System (wet pond, infiltration basin, etc.): Wet Pond -
Lot No. (if part of a subdivision): 2 and 3 --
How much built upon area draining to the permitted treatment system has been allocated to this project?_
33,221 SF + 30,243 SF = 63,464 SF
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information trust be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. if the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
Form SWU-106 Ver 3.99 Page 1 of 2

Sep 30 08 02;57p Kevin Hvolis 252-633-6507 P.13
Applicants Initials
, a
b
c
d
Deed restrictions limiting the built -upon area on the site have been recorded.
Engineers certification for the existing off -site system has been submitted to DWQ.
There are no'outstanding Notices of Violation for the off -site system.
Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1 . Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and'trash will be'fetrioved from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal_
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDEN R Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: John P. Marshall, Vice President/General Counsel
Address: _�P�O. Box 277 Kinston, NC 28501
Phone: 252-5Z D _ .... .. - t�..._
it
Signature:
Note: The legally re ponsible arty, shadd not be a homeowners as_rociation emless more than SO% of the fvis have been sold and.a
resident oJ'thc subdivi on has been Homed the prrsidenr.
1. Beth Simmons , a Notary Public for the State of North Carolina , County of
Craven do hereby certify that John P. Marshall personally appeared before me this i l`•'
day of �.'Ct nary.,`. 2 `> and acknowledge the due execution of the forgoing infiltration basin maintenance' .
requireme ;t . ,,WjWS;;y,my°hand and
official seal,
Vk
NOTARY
9t
April 22, 2009
a � _
SE -At— � My commission expires
Dorm S�,,tfd06-•Rev 3'�,�` o+w~ Pabc 2 of 2
"--P° fi,A, {r1 Mall
y4Bdoaea�ee�nA'`a

State Stormwater Management Systems
Permit Number SW8 050103
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
John Marshall & Redco Properties, LLC
Sojangles Restaurant
OP's 2 & 3, Highland Crossing Shopping Center, Piney Green Road, Onslow County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, in compliance with the provisions of 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. The stormwater runoff from the site will
be routed to a wet detention pond operated and maintained by Bailey & Associates under
the terms and conditions set forth in Permit No. SW8 971101.
This permit shall be effective from the date of issuance until rescinded, 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. The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under SW8 971101, as described in
Section 1.7 on page 3 of this permit.
3. The built -upon area allotted to this development by Stormwater Management Permit
No. 971101, is 63,464 square feet. This project proposes 59,294 square feet of built -
upon area.
4. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
5. 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.
Page 2 of 6

State Stormwater Management Systems
Permit Number SW8 050103
6. The runoff from all of the permitted built -upon area on the lot must be directed into the
permitted stormwater system.
7. The
following design criteria have been approved for the offsite wet detention pond
permitted under SW8 971101:
a.
Drainage Area, acres:
10.39
Onsite, ft2:
452,588
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
355,341
Outparcels, ft2:
125,221
#1
30,065
#2
33,221
#3
30,243
#4
31,692
c.
Pond Depth, feet:
6.0
d.
Permanent Pool Elevation, FMSL:
45.0
e.
Provided Surface Area, ft2:
26,032
f.
Provided Storage Volume, ft':
43,745
g.
Temporary Storage Elevation, FMSL:
46.5
h.
Controlling Orifice:
3" 0 pipe
i.
Receiving Stream 1 River Basin:
Northeast Creek 1 WOK02
j.
Classification of Water Body:
"SC NSW'
k.
Stream Index Number:
19-16-(0.5)
II. SCHEDULE OF COMPLIANCE
The offsite 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 associated with this project.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee is responsible for keeping the stormwater collection system on the lot
clear of debris, and keeping the site stabilized in accordance with the requirements of
the NC Erosion and Sediment Control Design Manual.
4. Bailey & Associates, shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater management 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 revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 6

Skate Stormwater Management Systems
Permit Number SW8 050103
5. 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 the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition or selling 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.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. Bailey & Associates must keep records of maintenance activities and make them
available upon request to authorized personnel of DWQ. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
8. This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
9. Bailey & Associates is responsible for providing, prior to issuance of a Certificate of
Occupancy, and prior to operation of the permitted stormwater management facility, a
certification from an appropriate designer for the system installed, certifying that the
permitted facility has been installed in accordance with Stormwater Permit No. SW8
971101, the approved plans and specifications, and other supporting documentation.
Any deviations from the approved plans and specifications must be noted on the
Certification.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. This lot is limited to the amount of built -upon area indicated in the supporting
calculations and per approved plans. The project must have a built -upon area less
than or equal to the amount permitted under Stormwater Permit No. SW8 971101.
Additional built -upon area will require a modification to the overall Permit.
12. Bailey & Associates must record any deed restrictions as required by their permit, and
they must verify that the proposed built -upon area does not exceed the allowable built -
upon area. Once the lot transfer is complete, the built -upon area may not be revised
without approval from the permittee, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
13. The drainage features shown as a part of the stormwater management system on the
approved plan shall not be filled in, altered, or piped by any party without first
submitting a revision to the permit and receiving approval from the Division.
Page 4of6

State Stormwater Management Systems
Permit Number SW8 050103
14. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In
the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. 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 terms and conditions of this permit
until such time as the Director approves the permit transfer.
2. 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.
3. 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) which have jurisdiction.
4. In the event that the offsite stormwater facilities fail to perform satisfactorily, including
the creation of nuisance conditions, Bailey & Associates is responsible for taking
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
5. The permittee grants permission for DENR Staff to enter the property for the purpose
of inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
7. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Corrected Permit issued this the 2nd day of October, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 6

STORMWATER NARRATIVE
BOJANGLES RESTAURANT
2149 LEJEUNE BOULEVARD
JACKSONVILLE, NORTH CAROLINA
THIS PROJECT CONSISTS OF THE DEVELOPMENT OF A BOJANGLES RESTAURANT
IN JACKSONVILLE, ONSLOW COUNTY, NORTH CAROLINA. CURRENTLY THE
PROJECT SITE IS DEVELOPED WITH AN EXISTING ONE-STORY BRICK BUILDING,
AN EXISTING CAR WASH STRUCTURE AND A SMALL FRAMED STRUCTURE. THE
MAJORITY OF THE SITE IS COVERED WITH THE EXISTING ASPHALT PAVEMENT
WHICH WILL BE DEMOLISHED. THE PROJECT CONSISTS OF THE DEVELOPMENT
OF A BOJANGLES RESTAURANT AS WELL AS DRIVEWAY CONNECTIONS AND
TRAFFIC CIRCULATION AREAS. NO "BLUE LINE" STREAMS ARE LOCATED WITHIN
OR ADJACENT TO THE PROJECT BOUNDARIES. THERE AREA NO WETLANDS ON
THE SITE.
CURRENTLY THE STORMWATER RUNOFF EXITING THE PROJECT SITE IS NOT
BEING TREATED.
THE PROPOSED SITE IMPROVEMENTS INCLUDE: GRADING AND PAVING NEW
TRAFFIC CIRCULATION AREAS AS WELL AS DRIVE CONNECTIONS,
CONSTRUCTION OF A MANGLES RESTAURANT AND THE DEVELOPMENT OF A
STORMWATER DETENTION POND TO CAPTURE AND TREAT THE RUNOFF
PRODUCED BY THE PROJECT AREA AND AN OFF -SITE LINEAR TRAFFIC TURN
LANE TO BE CONSTRUCTED ACROSS EXISTING DRIVEWAYS ALONG NC
HIGHWAY 24.
IMPLEMENTING THE IMPROVEMENTS WILL RESULT IN A TOTAL BUILT -UPON
PERCENTAGE OF 73.7%. THE ENGINEERED STORMWATER SYSTEM COMPLIES
WITH THE COASTAL STORMWATER REGULATIONS. THE STORMWATER
DETENTION POND IS SIZED FOR 90% TOTAL SUSPENDED SOLIDS (TSS) REMOVAL.
ALL STORMWATER RUNOFF ON THE SUBJECT PROPERTY WILL BE DIRECTED TO
THE FOREBAY AREA OF THE STORMWATER DETENTION POND. THE POND WILL
DISCHARGE THROUGH AN OUTLET STRUCTURE TO A RIP -RAP ENERGY
DISSIPATOR IN AN EXISTING ROADSIDE DRAINAGE SWALE.
THE TRAFFIC TURN LANE ALONG SIDE NC HIGHWAY 24 WILL CONTINUE TO
DRAIN TO THE EXISTING ROADSIDE CATCH BASINS.
THE PROPOSED DETENTION POND WILL ALSO REDUCE THE PEAK FLOWRATES
FROM THE SITE AS COMPARED TO THE EXISTING CONDITIONS WHICH PROVIDE
NO REDUCTION OF PEAK RUNOFF.

NEW ETU Ticket: Restore SW8 050103
% Subjects:" NEW ETU Ticket: Restore SW8 050103
From: [e-mail]
ncmail.net
Date: Wed, 1 Oct 2008 10:35:37 -0400 (EDT)
To: [e-mail]
CC: [e-mail]
ncmail.net
---------------- ETU TICKET -----------
New Ticket #: 17751
RequestType: SOFTWARE
ProblemType: BINS
Detail: Please remove the return event for SW8 030103 (3ojangles 2149 Lejeune
Blvd). This permit was actually issued back in 2006, but the permit number was
transposed when it was saved in Word. I need to have the project restored to an In
Review status so it can be issued properly.
Support Desk: http://h2o.enr.state.nc.us/etu/support/
11Joel,�
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Restore SW8050103
Subje& Restore SW8050103
From: [e-mail]
Date: Thu, 2 Oct 2008 08:08:28 -0400 (EDT)
To: [e-mail]
Ticket: 17751
Status: CLOSED
Username: linda_lewis
RequestType: SOFTWARE
ProblemType: B1MS
Detail: Please remove the return event for SW8 050103
(Bojangles 21.49 Lejeune Blvd). This permit was
actually issued back in 2006, but the permit
number was transposed when it was saved in Word.
T need to have the project restored to an In
Review status so it can be issued properly.
Resolution: This ticket has been resolved. The permit
status has been changed to In Review as
requested. Should you need further assistance,
please contact ETU. Thank you for using ETU
Support... Tom
HandledBy: tom moore
I of 1 10/2/2008 10:15 AM

.Sep 30 08 02:54p
wArF,��G
o -s
April 21, 2006
Kevin Avolis 252-633-6507 p.2
4 k.�" `,� r
Mr. John Marshall, Vice President
Redco Properties, LLC
PO Box 277
Kinston, NC 28501
Subject: Stormwater Permit No. SW8 05'I�
Bojangles Restaurant
Project served by an Offsite System
Onslow County. _
Dear Mr. Marshall:
Michael r. bsley, Governor
William G. Ress k., Secretary
North Carolina Dcpartmcnt or Environment and Natural Resources
Alan W. Klimek. P.E. Director
Division ai Water Quality
r
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Bojangies Restaurant on April 18, 2006. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit
No. SW8 051013 dated April 21, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein.
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 sixty (60) 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, INC 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 either Linda Lewis or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:1WQS\STORMWATIPERMIT1051013.apr06.
cc: Joe Avolis, P.E., Avolis Engineering
Torn Anderson, City of Jacksonville Building Inspections
Warren Bailey, Bailey & Associates
Linda Lewis
Wilmington Regional Office
Central Files
NOae Carolina
ratura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: %vww.ncwatcrauality-erg Fax [phone]
An Equal OpportunitylAfrirmaWe Action Employer— 50% Recycled/10% Past Consumes Paper

,Sep 30 08 02:54p Kevin Rvolis 252-633-6507 p.3
State rmwater Management Systems
Permit Number SW8 051013
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL '
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
John Marshall & Redco Properties, LLC
Bojangles Restaurant
OP's 2 & 3, Highland Crossing Shopping Center, Piney Green Road, Onslow County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, in compliance with the provisions of 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. The stormwater runoff from the site will
be routed to a wet detention pond operated and maintained by Bailey & Associates under
the terms and conditions set forth in Permit No. SW8 971101.
This permit shall be effective from the date of issuance until rescinded, 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. The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under SW8 971101, as described in
Section 1.7 on page 3 of this permit.
3. The built -upon area allotted to this development by Stormwater Management Permit
No. 971101, is 63,464 square feet. This project proposes 59,294 square feet of built -
upon area.
4. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
5. 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.
Page 2 of 6

Sep 30 08 02:54p Kevin Rvolis 252-633-6507 p.4
StatE )rmwater Management Systems
Permit Number SW8 051013
5. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition or selling 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.
- 6. - .The Director may determine that other revisions to the project should require a
modification to the permit.
7. Bailey & Associates must keep records of maintenance activities and make them
available upon request to authorized personnel of DWQ. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
8. This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
9. Bailey & Associates is responsible for providing, prior to issuance of a Certificate of
Occupancy, and prior to operation of the permitted stormwater management facility, a
certification from an appropriate designer for the system installed, certifying that the
permitted facility has been installed in accordance with Stormwater Permit No. SW8
971101, the approved plans and specifications, and other supporting documentation.
Any deviations from the approved plans and specifications must be noted on the
Certification.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
11. This lot is limited to the amount of built -upon area indicated in the supporting
calculations and per approved plans. The project must have a built -upon area less
than or equal to the amount permitted under Stormwater Permit No. SW8 971101.
Additional built -upon area will require a modification to the overall Permit.
12. Bailey & Associates must record any deed restrictions as required by their permit, and
they must verify that the proposed built -upon area does not exceed the allowable built -
upon area. Once the lot transfer is complete, the built -upon area may not be revised
without approval from the permittee, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner.
13. The drainage features shown as a part of the stormwater management system on the
approved plan shall not be filled in, altered, or piped by any party without first
submitting a revision to the permit and receiving approval from the Division.
Page 4of6

Sep 30 08 02:54p Kevin Rvolis 252-633-6507 p.5
A
7.
State rmwater Management Systems
Permit Number SW8 051013
The runoff from all of the permitted built -upon area on the lot must be directed into the
permitted stormwater system.
The following design criteria have been approved for the offsite wet detention pond
permitted under SW8 971101:'
a
781
C.
d.
e.
f.
9•
h.
j•
k.
Drainage Area, acres: 10.39
Onsite, ft2: 452,588
Offsite, ftz: 0
Total Impervious Surfaces, ft$: 355,341
Outparcels, W.- 125,221
#1 @30,065
#2 @33,221
#3 @36,243
#4 @31,692
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Provided Surface Area, ft2:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
i. Receiving Stream 1 River Basin:
Classification of Water Body:
Stream Index Number:
III. SCHEDULE OF COMPLIANCE
6.0
45.0
26,032
43,745
46.5
3" 0 pipe
Northeast Creek 1 White Oak
"SC NSW"
WOK02 19-16-(0.5)
The offsite 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 associated with this project.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee is responsible for keeping the stormwater collection system on the lot
clear of debris, and keeping the site stabilized in accordance with the requirements of the NC Erosion and Sediment Control Design Manual.
4. Bailey & Associates, shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater management 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 revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch -basins
and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 6

Sep 30 08. 02:55p Kevin Rvolis 252-633-6507 p.6
State rmwater Management Systems
Permit Number SW8 051013
14. 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.
Ill. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In
the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. 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 terms and conditions of this permit
until such time as the Director approves the permit transfer.
2. 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.
3. 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) which have jurisdiction.
4. In the event that the offsite stormwater facilities fail to perform satisfactorily, including
the creation of nuisance conditions, Bailey & Associates is responsible for taking
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
5. The permittee grants permission for DENR Staff to enter the property for the purpose
of inspecting all components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
7. The permittee shall notify the Division} of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 21 st day of April 2006.
NORTH-AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 6

Sep 30 00 02:55p Kevin Rvolis 252-633-6507 p.7
StatE 5rmwater Management Systems
Permit Number SW8 051013
Stormwater Project Number SW8 051013
Bojangles Restaurant
Onslow County
Designer's Certification
I, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodicallyl 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.
Required Items to be checked for this certification to be considered complete are on page 2
of this farm.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Certification Requirements:
1. The lot contains no more than the permitted amount of built -upon area_
2. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
3. The lot has been stabilized with permanent vegetation to prevent erosion.
4.. Vegetated slopes are no steeper than 3:1.
5. Roof drains are located such that building runoff drains into the system.
6. The inlet from this project into the approved offsite system is located per the
approved plans and does not cause short-circuiting.
cc; NCDENR-DWQ
Tom Anderson, City of Jacksonville Building Inspections
Page 6 of 6

Sep 30 08 02:55p Kevin Rvolis 252-633-6507 p.8
pfFICE USE ONLY
Da[e Received
Fee Paid
Permit Number
State of North Carolina
Department of Environment 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. A hcants name_(specify.the name of the cot oration, individual, etc. -who owns the rc ect
.... .. pP. � P P j
Redco Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John P. Marshall, Vice President/General Counsel
3. Mailing Address for person listed in item 2 above;
F.O. Box 277
City: Kinston _ -_ State: NC -Zip: 28501
Telephone Number: 252 522-0191
4, Project Name (subdivision. facility. or establishment name -should be consistent with project name on plans,
specifications. letters, operation and maintenance agreements, etc.):
Bojangles Restaurant
S. Location of Project (street address):
Lots 2 and 3 Highland Crossing Shopping Center
City: Jacksonville County: Onslow
6. Directions to project (from nearest major intersection):
Site is located at the eastern corner of the intersection of Piney Green Road
(NCSR 1406) and Halltown Road (NCSR 1410)
7. Latitude: N 340 46.314' Longitude: W 770 21.389' orproject
8. Contact person who can answer questions about the project:
Name: Joseph C. Avolis, P.E. Telephone Number: ( 252 ) 633-0068
II. PERMIT INFORMATION:
1. Specify whether project is (check one): 1/ New Renewal '� Modification
Farm SWU-101 Version 3.99 Page I of

Sep 30 08 02:56p Kevin Rvolis
252-633-6507 P•9
'e. If this application is being submitted as the result of a renewal or modification to an existing ermit, list the
existing permit number SW8­'8"� and its issue date (if known) Peb 17, 1998
3. Specify.the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks): �; 4 t{' ((f 01
_CANNA Major X Sedimentation/Erosion Control _404/401 Permit —NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Centerat
1-877-623-6748.
M. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater runoff from the site will be collected in a catch basin and
piping system and will be diverted to the existing wet detention pond
for treatment.
2. Stormwater runoff from this project drains to the -_White Oak, River basin.
3. Total Project Area: 1.893 acres 4. Project Built Upon Area: 71.9
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. if there are more than two drainage areas in the
project. attach an additional sheet with the information for each area provided in the same format as below.
63
Basin Information
W Drainage Area I
Drainage Area 2
Receiving Stream Name
Northeast Creek
Receiving Stream Class
5CNSw
Drainage Area
82 459 SF
Existing Impervious' Area
0 SF
Proposed Impervious*Area
59, 294 SF
46 Impervious' Area (total)
71 • 9 e
Impervious" Surface Area
Drainage Area I
Drainage Area 2
Qn-site Buildings
3,827 SF
On -site Streets
.0 SF
On -site Parking
48,460 SF
On -site Sidewalks
6,647 SF
Otheron-site Ster)
360 SF
Off -site
0 5F
Total, 59,294 SF
Total:
Impervious area is defined as the built upon area including, but not limited to. buildings. roads. parking areas.
sidewalks. gravel areas, etc.
Form S W U- I Ol Version 3.99 Page 2 of 4

Sep 30 08 02:56p Kevin Rvolis 252-633-6507 p.10
7. How was the off -site impervious area listed above derived? Site investigation and
topographic survey.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
Z No more than S.� 2g_r__. d __ square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwarer management permit madification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants far this project
shall iriclude all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at (9I9) 733-5083 for the status
and availability of these forms. _
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Fonn SWU-101 Version 3.99 Pace 3 of

Sep 30 08 02:56p Kevin Rvolis 252-633-6507 p.11
V1. 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 item.: listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by initialing in the spate provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of 5420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two. copies of plans and specifications, including:
Development/Project name
Engineer and firm
.-.Legend _.
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/pro)ect boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations. finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note an plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
V1I. AGENT AUTHORIZATION
ll' you wish to designate authority to another Individual or firm so that they may provide information on your
behalf. please complete this section.
Designated agent (individual or firm): Avolis 1xngineering, P.A.
Mailing Address:_ P.O. Box 15564 _
City: New Burn State: NC Zip: 28561
Phone: ( 252 ] - 633-0068 Fax: ( 252 } 633-6507 _
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person fisted in General Information, item 2) _ John P. Max'shal I
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 protectiv co fits will jag recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H ,1 WOO'. „ A
U`
Signature Date: d
Form SWU-101 Version 3.99 Page 4 of

Sep 30 08 02:57p Kevin Rvolis 252-633-6507 p.12
Permit No. '5-p 3
(to be presided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stonnwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Name .: Boj angles Restaurant
Contact Person: Joseph C. Avolis, P.E. Phone Number: ( 252) 633-0068
Is all drainage from the project directed to the off -site system? (circle one): Yes No
Except for public sidewalk constructed along perimeter of site, some partially
on NC DOT property.
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No. SW8 971101
Project Name: Highland Crossing Shopping Center
Type of System (wet pond, infiltration basin, etc.): Wet Pond -
Lot No. (if part of a subdivision): 2 and 3 `-
How much built upon area draining to the permitted treatment system has been allocated to this project?-
33,221 SF + 30,243 SF = 63,464 SF
III. REQUIRED ITEMS CIIECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
CP
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
Form SWU-106 Ver 3.99 Page 1 of 2

Sep 30 08 02:57p Kevin Rvolis 252-633-6507 p.13
Applicants Initials
' a. Deed restrictions limiting the built -upon area on the site have been recorded.
WL
b. Engineers certification for the existing off -site system has been submitted to DWQ.
c. There are no'outstanding i`lotices of Violation for the off --site system.
+—d. Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and'trash will be cemoi+ed from the collection system'as necessary.' Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: John P. Marshall, Vice President/General Counsel
Address: P.O. Box 277 Kinston, NC 28501
Phone: 252-5 -0 t
r
Signature.
Note: The legally re ponsible arty should not be a homeowners aysociaiian unless more than SO% of the loss have been sold and.a
resident oJ'thc subdivi on has been numed the president.
i, Beth Simmons , a Notary Public for the State of North Carolina , County of
Craven do hereby certify that John P. Marshall personally appeared before me this 1 l
day of �:�iiy .i �~ `� , and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements..„j ijAgbs,,Ty hand and official seal,
NOTARY �• \
Form
�6asdooae�neac43ca
My commission expi
Page 2 of 2
April 22, 2009

W, Sep 30 08 02:54p Kevin nvolis 252-633-6507 p.l
FAx TRANSMISSION ----
Avous ENGINEERENG, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone] Office
[phone]
[e-mail]
To: David Cox Date: September 30, 2008
Fax # [phone] Pages: 13 including cover page
From; Beth Simmons
Subject: Stormwater Permit No_ SW8 051013 - Bojangles
COMMENTS:

Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
August 26, 2008
John Marshall, Vice President
Redco Properties, LLC
PO Box 277
Kinston, NC 28501
Subject: PROJECT RETURN
Stormwater Project No. SW8 050103
Bojangles Restaurant
Onslow County
Dear Mr. Marshall:
A review of the Stormwater Management Permit Application regarding the subject project,
indicates that as of this date, information requested on November 21, 2005, has not been
received in this Office within the stipulated timeframe. Per the requirements of Section .1009
(c) of the Stormwater Management Rules, this Office is hereby returning the subject
application as incomplete. The $420.00 application fee has been forfeited and a new fee will
need to be provided if you choose to resubmit this application in the future.
An inspection of the property will be conducted in the near future. You are reminded that any
construction of impervious surfaces on the property prior to receipt of a permit will constitute a
violation of 15A NCAC 2H.1000 and may result in the assessment of civil penalties. By copy of
this letter to the local Building Inspector, this Office is requesting that they consider withholding
the building permits and Certificates of Occupancy forthis project pending issuance of a
Stormwater Management Permit.
If you have any questions concerning this matter,
796-7215
Sin rely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
please contact Linda Lewis or me at (910)
ENB/art: - S:1WQSISTORMWATERIRETURN1050103.aug08
cc: Joseph Avolis, P.E., Avolis Engineering
Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
ft
Npr hCaroEina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www,newaterguality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Permit Number SW8050103
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
rhonda.hall
Permitted Flow
Facility Name
Bojangle's Restaurant 2149 Lejeune Blvd
Location Address
2149 Lejeune Blvd
Jacksonville NC 28540
Central Files: AP5 SWP
08/26/08
Permit Tracking Slip
Status Project Type
Returned New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Redco Properties LLC Non -Government
Owner Affiliation
Cam McRae, President
PO Box 277
Kinston NC 28501
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
01 /10/05
Regulated Activities Requested/Received Events
Deed restriction requested
Deed restriction received
Additional information received
Additional information requested 03/17/05
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

�CF W ATFRQ Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
5
Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: November 21, 2005 No. of Pages: 1
To: Joseph Avolis From: Rhonda Hall
Company: Avolis Engineering Water Quality Section Stormwater
FAX: [phone] ft&- Fax #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050103
Project Name: Bojangles Restaurant
MESSAGE:
Joe:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Bojangles Restaurant on January 10, 2005 with additional comments being received on
October 21, 2005. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continued the stormwater review:
1. Please adjust the elevations in your hydraulic calculations to correspond with the
elevation used in the wet detention basin supplement.
2. Please explain the difference between the total project area and the drainage area. It
appears that all the site drains to the proposed pond.
ENBlrbh: S:IWQSISTORMWATIADDINF0120051050103.nov05
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer services-877-623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
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P. 1
COMMUNICATION RESULT REPORT ( JAN.23.2006 3:51PM )
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FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------------------------------------------------
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Date: November 21, 2005
To: Joseph Avolis
Company; Avolls Engineering
FAX: [phone])"fi-
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E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klirnek, P.E. Director
Division of Water Quality
FAX COVER SHEET
No. of Pages: 1
From: Rhonda Hall
Water Quality Section Stormwater
Fax #: [phone]
Phone ,#: 910-796-7401
DWQ Stormwater Project Number: SW8 050103
Project Name: Bojangies Restaurant
MESSAGE:
Joe:
The Wilmington Regional Office received a Stormwater Management permit Application for
Rninnnlne Ree+onwrejr,+r," -in nnf%C — L, _.._ _. .

AVOLIS ENGINEERING,,-.P.A.
P.O. Box 15564 • New Bern, Norfh Carolina 28561 • [phone]
March 29, 2005
Mrs. Rhonda Hall
Environmental Engineer
NCDENR
127 North Cardinal Drive
Wilmington, NC 27405
OCT 2 1 2005
RE: High Density Stormwater Submittal
Proposed Bojangles Restaurant
2149 Lejeune Boulevard, Jacksonville, Qnslow County, North Carolina
AE Project No. 04097
Dear Rhonda:
Enclosed please find the following in response to your recent telephone comments regarding the
above -referenced project.
• Revised Project Plans (Three Sets)
• Revised Wet Detention Basin Supplement (Three Copies)
• Supplemental Calculations for the Detention Pond and Forebay Volumes
(Three Copies)
I have adjusted the pond contours and outlet structure by a uniform value of-68.38' to tie the
project to the NAVD 88 datum as requested by the City of Jacksonville. The relative elevation
of all stormwater pond components still remains the same. I have modified the wet detention
supplement to account for these changes.
I have added a berm across the detention pond in an effort to force the incoming flow into a more
circuitous flow toward the outfall structure_ This flow pattern will help to increase the effective
length of the pond. I hope that this change will be satisfactory.
In modifying the pond's geometry, we have adjusted the length and width to keep the same
permanent pool surface area. I have provided supplemental calculations of the pond and forebay
volumes.

We have changed the outlet trash screen to have Four -inch on center bar spacing. We also added
a planting plan for the vegetative shelf: The invert elevations of CB 98 and CB #15 have been
adjusted.
I appreciate; your assistance with this project. Should you have any questions or need any
additional information or assistance, please do not hesitate to call.
Sincerely,
volis, P.E.

AVOLIS ENGINEERING, P.A.
P.O, Box 15564 • New Bern, Forth Carolina 28561 • [phone]
January 3, 2005
Mrs. Rhonda Hall
Environmental Engineer
NCDENR
127 North Cardinal Drive
Wilmington, NC 27405
RFCEFVED
J A ni 1 f) 2005
BY:SDIY GS 6)6
RE: High Density Stormwater Submittal
Proposed Bojangles Restaurant
2149 Lejeune Boulevard, Jacksonville, Onslow County, North Carolina
AE Project No. 04097
Dear Rhonda:
Enclosed please find the following for the above -referenced project:
• Stormwater Permit with Wet Detention Basin Supplement
(Original and Two Copies)
• Stormwater Narrative (Three Copies)
• Stormwater Calculations (Three Copies)
• Project Plans (Three Copies)
• $420'Stormwater Application Fee
We appreciate your assistance with this project. Should you have any questions relating to this
matter or need any additional information or assistance, please do not hesitate to call.
Sincerely,
edePre

Wet Detention .Basin
Application
Hyd. Cal.
Supplement
Plans
Project Area
S
Built -Upon Area (IA)
Drainage Area (DA)
'� ��� ;'�°�
Ncn"C,
No. of Drainage Areas
\
% Imp (1A/DA)
Pond Size
Pond Depth
Basin Bottom Elev
a l a
PP Elev
TP Elev
a {o
Throat Elev
PP Surface Area
•�
PP Volume (Accumul)
3 7
TP Surface Area
TP Volume
VI u
Forebay Volume
\ 'a
Design TSS Removal
u'J
SAIDA (From Table)
L (a
Orifice Diameter
Design Rainfall
1
Stream ClassificationBreakdown of Impervious Area
Narrative
Application
Plan
River Basin
cGtG
ReceivingStream Name
Nutt" g-� Y
L.c Q__ R-\`
Rec. Stream Index Number
Receiving Stream Class
On -Site Buildings
On -Site Streets
_
On -Site Parking
(i
On -Site Sidewalks
(�
On -Site Other
Off -Site
Total
SEE BACK OF PAGE FOR ADDITIONAL THINGS TO CHECK

W� b S a b3 Wet Detention Basin
�k.
Application
Hyd. Cal.
Supplement
Plans
Project Area
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4
Built -Upon Area (IA)
Drainage Area (DA)
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No. of Drainage Areas
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1 X
"'Ai
% Imp (IA/DA)
Pond Size;
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Basin Bottom Elev
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ck 5 )`AP
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TP Elev
Throat EleyM.
PP Surface AreaY�
PP Volume (Accumul)
Zug
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TP Surface Area
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TP Volumex
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Forebay VolumeILL:
Design TSS Removal
SA/DA (From Table)
Orifice Diameter
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Design Rainfall''
Y
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a r�.
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On -Site Buildings
L\
On -Site Streets
On -Site Parking
L, (� 'a ��
L� L, Z LA
On -Site Sidewalks
On -Site Other
Off -Site
Total
SEE BACK OF PAGE FOR ADDITIONAL THINGS TO CHECK

Things To Check For
1. Application
➢ Check Page 4 of 4 For Original Signature
➢ Check Page 4 of 4 (Checklist)
2. Hydraulic Calculations
Note: If more than one drainage area, make sure all areas add up to total drainage area
3.. Wet Detention Supplement
➢ ,, Check Page 2 of 4 (Check List)
➢ Check Page 3 of 4
• Pool Depth Readings
• Basin Diagram
➢ Check Page 4 of 4 for Original Signature (Should Be Same Signature On Application)
4. Plans
➢ Check Contours to Insure Water Is Not Draining Back Onto Site
➢ Check inv. Elevation of inlet pipes to make sure water flows correctly
➢ Check general contours for water flow direction
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RHONOA HALL
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AVOLIS ENGINEERING PA
NCDENR
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127 N CARDINAL OR
Packages 1
NEW BERN NC 28562-5031 US
WILMINGTON NC 28405 US
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�OF WATF9p Michael F. Easley, Governor
'O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director
Division of Water Quality
FAX COVER SHEET
Date: March 17, 2005 No. of Pages: 1
To: Joseph Avolis From: Rhonda Hall
Company: Avolis Engineering Water Quality Section Stormwater
FAX: [phone] Fax #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050103
Project Name: Bojangle's Restaurant
MESSAGE:
Joe,
Per our phone conversation on March 17, 2005, please submit the following information:
(1) Please verify that the basin length to width ratio is greater than 3:1
(2) Please show how the forebay volume was calculated.
In addition, it is my understanding that you are planning to revise the plans and resubmit them
per comments that you have received from the city of Jacksonville.
North Carolina Division of Water Oualo 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel-877-623-6748 Chic
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet h2o.enr.state.nc.us 1+10 hCaroiina