SW8131213_CURRENT PERMIT_20230404

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 131213
DOC TYPE © CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20 2.3 Oy o`+
YYYYMMDD

v�StNEq .
ROY COOPER
Governor
ELIZABETH S.BISER *.Secretary
DOUGLAS R.ANSEL NORTH CAROLINA
Interim Director Environmental Quality
April 4, 2023
Rose Family Properties, LLC
Attn: Janet Rose Swart, Manager
203 Country Club Road
Jacksonville,NC 28546
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8131213
Rose Commercial Center
Onslow County
Dear Ms. Swart:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on March 30, 2023. The Division is hereby notifying you that permit SW8131213 has been
renewed, updated, and re-issued on April 4, 2023, as attached. Please be aware that the renewal and re-issuance
of this stormwater permit does not imply that the site is currently in compliance.
This permit shall be effective until February 21,2030 and does not supersede any other agency permit that may
be required. The project shall be subject to the conditions and limitations as specified therein. This permit does
not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with abetter understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written,petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty(30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Aisia Freeman in the Wilmington Regional
Office, at phone# [phone] or [e-mail].
Sincerely,
�9W
Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C—Permitting History
Copy of the Renewal Application Documents
DES/af: \\\Stormwater\Permits&Projects\2013\131213 HD\2023 04 permit 131213
cc: Wilmington Regional Office Stormwater File
nmrHIf ®�� North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
./ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
910.796.7215

Post Construction Stormwater Management
Permit No. SW8131213
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION 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
Rose Family Properties, LLC
Rose Commercial Center
Intersection of Hwy. 24 and Seth Thomas Rd., Swansboro, Ons/ow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as the "storm water rules') as outlined in
the application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the "approved plans
and specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and Land
Resources (the "Division" or"DEMLR"). The project shall be constructed, operated and maintained in
accordance with these approved plans and specifications. The approved plans and specifications are
incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until February, 21 2030 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until the
permittee files a request with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any condition. The issuance of this permit does not prohibit the Director from
reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as
allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.7 of this permit. The stormwater control has been designed to handle the runoff from a total of
52,203 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated in this permit, and per approved
plans. The built-upon area allocated for future development is limited to 12,600 square feet.
4. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of both
sides of streams and rivers and the mean high water line of tidal waters.
5. The discharge from the wet detention pond must be directed into a 30-foot vegetated filter strip
designed to pass the peak flow from the 10 year storm in a diffuse, non-erosive manner.
Page 1 of 5

State Stormwater Management Systems
Permit No. SW8 131213
6. 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.
7. The following design criteria have been provided in the wet detention pond and must be maintained at
design condition:
a. Drainage Area, acres: 1.75
Onsite, ft2: 75,692
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 52,203
Onsite, ft2: 52,203
Offsite, ft2: 0
C. Design Storm, inches: 3.7" (1-yr, 24-hr storm)
d. Average Pond Design Depth, feet: 3.5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 28.5
g. Permanent Pool Surface Area, ft2: 12,122
h. Permitted Storage Volume, ft3: 20,929 at temporary pool elev.
i. Temporary Storage Elevation, FMSL: 30.0
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 0.05
k. Controlling Orifice: 2.0"Q pipe
I. Orifice flowrate, cfs: 0.05
M. Permitted Forebay Volume, ft3: 8,788
n. Fountain Horsepower 1/6
o. Receiving Stream/River Basin: Cartwheel Branch /White Oak
p. Stream Index Number: 20-26-1
q. Classification of Water Body: "SA; HQW'
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 times, provide the operation and maintenance necessary to assure the
permitted stormwater system functions at design condition. The signed and approved Operation and
Maintenance Agreement must be followed in its entirety and maintenance must occur at the scheduled
intervals.
4. Records of maintenance activities must be kept and made available upon request to authorized
personnel of DENR. The records will indicate the date, activity, name of person performing the work
and what actions were taken.
5. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only
if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the shoreline.
f. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
6. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans
and specifications, and other supporting data.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 131213
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 is 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. No person or entity, including the permittee, shall alter any component shown in the approved plans
and specifications. Prior to the construction of any modification to the approved plans, the permittee
shall submit to the Director, and shall have received approval for modified plans, specifications, and
calculations including, but not limited to, those listed below. For changes to the project or SCM that
impact the certifications, a new or updated certification(s), as applicable, will be required and a copy
must be submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the SCM(s),
BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project and/or
property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of
the approved SCM(s), the stormwater collection system and/or vegetative conveyance shown on
the approved plan.
e. The construction of any permeable pavement, #57 stone area, public trails, or landscaping material
to be considered a permeable surface that were not included in the approved plans and
specifications.
f. Other modifications as determined by the Director.
10. All stormwater collection and treatment systems must be located in public rights-of-way, dedicated
common areas or recorded easements. The final plats for the project will be recorded showing all such
rights-of-way, common areas and easements, in accordance with the approved plans. Access to the
stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
11. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall
submit a written time schedule to the Director for modifying the site to meet minimum requirements.
The permittee shall provide copies of revised plans and certification in writing to the Director that the
changes have been made.
12. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall
take immediate corrective actions. This includes actions required by this Division and the stormwater
rules such as the construction of additional or replacement on-site stormwater systems. These
additional or replacement measures shall receive a permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The
permittee shall submit a completed Permit Information Update Application Form to the Division within
30 days to making any one of these changes.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 131213
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval
by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must
be submitted within 90 days of the permit holder meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business association that
has been dissolved,
iii. A person or entity who has been lawfully and finally divested of title to the property on which
the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal
proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the permitted
activity is occurring or will occur,
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of NCGS 143-214.7(c2),
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be
conducted by Division personnel to ensure the permit conditions have been met and that the project
and the on-site stormwater system complies with the permit conditions. Records of maintenance
activities performed to date may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this
permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
b. DIVISION ACCESS. The permittee grants Division Staff opermission to enter the property during
normal business hours to inspect all components of the permitted project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual
certification completed by either the permittee or their designee confirming the projects
conformance with permit conditions
e. OBTAINING COMPLIANCE. 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
modified plans and certification in writing to the Director that the changes have been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying
with and obtaining any other permits or approvals that are required for this development to take
place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by
any other Local, State or Federal government agency having jurisdiction. Any activities
undertaken at this site that cause a water quality violation or undertaken prior to receipt of the
necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 131213
Permit renewed, updated, and reissued this the 4th day of April 2023.
NORTH CAROLINQA�E�N�VIRONMENTAL MANAGEMENT COMMISSION
NU49�.n. dti�xK
(;,Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C-Permitting History
Rose Commercial Center
Permit No.SW8 131213
Approval Permit Action RIMS Description of the Changes Modified Plan Sheets
Date Version
High Density Commercial Wet Detention Pond Project-construction,operation and
2/24/2014 Original 1 0 maintenance of one(1)wet detention pond in compliance with the provisions of 15A 14 7 10(of 1 1)
Approval NCAC 2H.1000 and Session Law 2008-21 L The storrnwater control has been
designed to handle the runoff from a total of 52,203 square feet of impervious area.
4/4/2023 Renewal 2.0 This permit shall be effective until February 21,2030
Page 1 of 1

Permit Numbers /,_"'J<5
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established,it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 Inches f rn a9VE
Coastal County). Records of operation and maintenance should be kept in a-knO;
D t},sGkt3
location and must be available upon request. 9 LU
Inspection activities shall be performed as follows. Any problems that an�Yfotrttd shaft —
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to
detention basin erosive gullies have formed. remove the gully,and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the
swale sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to
swale. smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design depth for possible. Remove the sediment and
sediment storage. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used,wipe it on
the plants rather than spraying.
The vegetated shelf Best professional practices Prune according to best professional
show that pruning is needed practices
to maintain optimal plant
health.
Plants are dead, diseased or Determine the source of the
dying. problem: soils,hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present. Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area Sediment has accumulated to Search for the source of the
a depth greater than the sediment and remedy the problem if
original design sediment possible. Remove the sediment and
storage depth. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over Consult a professional to remove
50% of the area. and control the algal growth.
Cattails,phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide(do not s ray).
the basin surface. , _ 0%1 K'
DEC 19 2013 i
Form SW401-Wet Detention Basin O&M-Rev.4 gY' Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element: Potentialproblem: How I will remediate theproblem:
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the local NC Division of
damage have occurred at the Water Quality Regional Office,or
outlet. the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 65 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 2850
Sediment Removal7L22 Pe anen Pool------------ Volume Sediment Removal Elevation 22 VolumeBottom Eleva ft Min. ----------------------------- ------------- ------
Sediment Bottom Elevation 21 1-ft n.
Storage Sediment
Storage
FOREBAY MAIN POND
COVE
DEC 112111
Form SW401-Wet Detention Basin O&M-Rev.4 - -' Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Rose Commercial Center
BMP drainage area number:I and only
Print name:Janet Rose Swart
Title:Mana¢er
Address:203 Country Club Road - Jacksonville.NC 28546 - Onslow County
Phone:[phone] �//
Signature: C%
Date: ,
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have beensold and a resident ofrthe subdivision has been named the president.
�I I� (th l lt✓� ( 11 P� rC a Notary Public for the State of
YV df�n l flrD�lY�Ct County of 0115I V VV ,do hereby certify that
11 e f 'IRO5e, S ��(P,�— personally appeared before me this
day of ( y DJle 1'✓�J-er , 90L�, and acknowledge the due execution of the
forgoing et de te 'on�aintenanc requirements. Witness my hand and official
seal,
CEUA J. CLINKINBEARD
Notary PUbL'C
Onslow County
North Carolina
b1y Corrvnisslon Exphesll
SEAL rOEC
19 2013
My commission expires I /0V, `1 I
gV:
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC, 1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will be
available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potentialproblem: How I will remediate theproblem:
The entire filter strip Trash/debris is present. Remove the trash/debris.
system
The flow splitter device The flow splitter device is Unclog the conveyance and dispose
(if applicable) clogged. of any sediment off-site.
The flow splitter device is Make any necessary repairs or
damaged. replace if damage is too large for
repair.
ECOV
DEC 19 2013
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element: Potentialproblem: How I will remediate theproblem:
The swale and the level The swale is clogged with Remove the sediment and dispose
lip sediment. of it off-site.
The level lip is cracked, Repair or replace lip.
settled,undercut,eroded or
otherwise damaged.
There is erosion around the Regrade the soil to create a berm
end of the level spreader that that is higher than the level lip,and
shows stormwater has then plant a ground cover and
bypassed it. water until it is established. Provide
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e of the level lip.
The bypass channel Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is Study the site to see if a larger
damaged or ripap is rolling bypass channel is needed (enlarge if
downhill. necessary). After this,reestablish
the erosion control material.
The filter strip Grass is too short or too long Maintain grass at a height of
if applicable). approximately three to six inches.
Areas of bare soil and/or Regrade the soil if necessary to
erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Sediment is building up on Remove the sediment and
the filter strip. restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated. Provide additional irrigation and
fertilizer as needed.
Plants are dead,diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application.
Nuisance vegetation is Remove vegetation by hand if
choking out desirable species. possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality local Regional Office, or the
outlet. 401 Oversight Unit at 919-pp7333--�1F7886.
OFF 19 M3
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3�43—

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that 1 am responsible for the
performance of the 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.
Project name:Rose Commercial Center
BMP drainage area number:l
Print name:Janet Rose Swart
Title:Manager
Address:203 Country Club Road - Jacksonville,NC 28546 - Onslow County
Phone:[phone]
Signature:
Date: 0 I 1-n -13
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
t�l k� P� ! , a Notary Public for the State of
rDCFh f /t1 Cti , County off bnsJDhy --, do hereby certify that
S01,16t k I l personally appeared before me this
day of IVDVeiAV e(— 0/1, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/ r level ead�er/mmaaiAnteenan�ceeequutrreemegts.
Witness my hand and official seal, (� "'"�`
E
IA J. CLINKINSEARD
Notaiy Public
Onstow CountyNorth CO'c"ina rl ,1II commission ExPires�
SEALE
*� �/ DEC 1 9 2013 �
My commission expires ✓, I I tX �� /
BY:
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

DEMLR USE ONLY
Date R ceived Fee Paid Permit Number
3 o 3 >t7a3 5F - S 1312
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398(SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 131213
2. Project name: Rose Commercial Center
3. Project street address: 1450 West Corbett Ave.
City: Swansboro County: Onslow —ZIP :
28584
4. What, if any, changes have been made to the project as permitted? none
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/abouttdivisions/enerqv-
mineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Rose Family Properties, LLC
2. Signing Official's Name: Janet Rose Swart
3. Signing Official's Title: Manager
4. Mailing Address: 203 Country Club Road
City: Jacksonville State: NC ZIP
28546
5. Street Address: same
City: State: ZIP : _
6. Phone: [phone] Email: ianetrswartCcDvahoo.com
MAR 3 0 2023
BY:-
-
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) orDEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non-Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each Item below to indicate that the required information is provided in the application package:
JRS 1. A permit application processing fee of$505.00 payable to NCDEQ.
JRS 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation—a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC)—a manager or company official as those terms are defined
in G.S. 57D"North Carolina Limited Liability Company Act;"
c. Public Entity—a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership—the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a—e above authorizing the
signature of another entity.
nla 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
JRS 4. O&M Agreements, Please select one:
® 1 have a copy of the current recorded O&M Agreement for all SCMS, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMS and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
JRS 5. Designer Certifications, Please select one:
® A copy of the certification(s)confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
JRS 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMS have been.
inspected, and that they have been built and maintained in accordance with the permit.
JRS 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
E(CEDE
MAR 3 0 2023
By:__-_____
Stormwater Permit Renewal Application Form Page 2 of 3 May 11,2018

D. PER �I1T,TnE� 'S/CE�RT�/IIFI/CATION
I, J 1&q it the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built-upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: ' Wvl Date:
NOTA IZATION:
11 lkkZ rV. a Notary Public for the State of
County of do hereby certify
that �� n personally appeared before me
YV t this the �� day of azLth 20 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
JENNIFER M. SHUGART
Notary Public, North Carolina
Onslow County
My Commission Expires
Notary Signature: October 24,2026
My commission expir
GENE
MAR 3 0 2023
BY:—.------
Stormwater Permit Renewal Application Form Page 3 of 3 May 11,2018

- Permit
fro be provided by DWO)
® � rOf W A TF9q
A O G
h ti
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist Ili Ill)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION .
.Project name Rose Commercial Center
Contact person David K.Newsom,PE
Phone number 910-325-0006
Date 20-Nov-13
Drainage area number 1 and only
II: DESIGN INFORMATION' -
Site Characteristics
Drainage area 75,692 ft2
Impervious area,post-development 52,203 ft
%impervious 68.97%
Design rainfall depth 3.6 in
Storage Volume: Non-SA Waters
Minimum volume required it,
Volume provided It,
Storage Volume: SA Waters
1.5'mnoff volume 6,346 ft'
Pre-development 1-yr,24-hr runoff l,15i ft3
Post-development 1-yr,24-hr runoff 15.442 ft3
Minimum volume required 14,291 ft3
Volume provided 20,929 ft'
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr storm peak flow required? Y (Y or N)
1-yr,24-hr rainfall depth 3.7 in
Rational C,pre-development 0.20 limitless)
Rational C,post-development 0.68(unifess)
Rainfall intensity:)-yr,24-hr storm 0.15 inlhr OK
Pre-development 1-yr,24-hr peak flow 0.05 ft3lsec
Past-development 1-yr,24-hr peak flow 0.18 ft3lsec
Pre/Post 1-yr,24-hr peak flow control 0.13 ft3lsec
Elevations
Temporary pool elevation 30.00 fmsl
Permanent pool elevation 28.50 fmsl
SHWT elevation(approx.at the perm.pool elevation) 29.00 fmsl
Top of 10ft vegetated shelf elevation 29.00 fmsl
Bottom of 1 Oft vegetated shelf elevation 28.00 fmsl Data not needed for calculation option#1,but OK if provided.
Sediment cleanout,top elevation(bottom of pond) 22.00 fmsl
Sediment cleanout,bottom elevation 21,00 fmsl Data not needed for calculation option#1,but OK if provided.
Sediment storage provided 1.00 ft
Is there additional volume stored above Hie state-required temp.pool? N (Y or N) CV�a, E
Elevation of the top of the additional volume fmsl
FBEC 1 9 2113 ti
BY:_------
Form SW401-Wet Detention Basin-Rev.94118112 Paris I.E 11.Design Summary,Page 1 of 2

Permit No.
(to be provided by DWD)
II. DESIGN INFORMATION
Surface Areas
Area,temporary pool 15,783 ft'
Area REQUIRED,permanent pool 5.420 ft°
SAIDA ratio 7.16(unill
Area PROVIDED,permanent pool,A,-. 12,122ft OK
Area,bottom of 1 Oft vegetated shelf,A,,,,, 7,401 ft
Area,sediment cleanout,top elevation(bottom of pond),Awt�m 1,914 ft
Volumes
Volume,temporary pool 20,929 ft' OK
Volume,permanent pool,Vim .,, 41,022 ft'
Volume,forebay(sum of forebays if more than one forebay) 8,788 ft'
Forebay%of permanent pool volume 21.4% % OK
SAIDA Table Data
Design TSS removal 90 %
Coastal SAIDA Table Used? Y (Y or N)
Mountain/Piedmont SAIDA Table Used? N (Y or N)
SAIDA ratio 7.16 (unifless)
Average depth(used in SAIDA table):
Calculation option 1 used?(See Figure 10-2b) Y (Y or N)
Volume,permanent pool,V... 41,022 ft'
Area provided,permanent pool,Aa,,,y 12,122 ft
Average depth calculated 3.38 ft OK
Average depth used in SAIDA,d„,(Round to nearest 0.511) 3.5 ft OK
Calculation option 2 used?(See Figure 10-2b) N (Y or N)
Area provided,permanent pool,Ap„r,_p, 12,122 ft
Area,bottom of 1 Oft vegetated shelf,A.. 7,401 R'
Area,sediment cleanout,top elevation(bottom of pond),A,. 1,914 1lz
"Depth"(distance btw bottom of 10ft shelf and top of sediment) 6.00 If
Average depth calmlated ft
Average depth used in SAIDA,d„,(Round to down to nearest 0.511) ft
Drawdown Calculations
Dravulmn through odfice? Y (Y or N)
Diameter of odfice(if circular) 2.00 in
Area of orifice(if-non-circular) in'
Coefficient of discharge(Co) 0.06(unitless)
Driving head(Ho) 0.88 It
Drawdown through weir? N (Y or N)
Weir type (unitless)
Coefficient of discharge IQ (unitless)
Length of weir(L) ft
Driving head(H) It
Pre-development 1-yr,24-hr peak flow 0.05 ft/sec
Post-development 1-yr,24-hr peak flow 0.16 ft/sec
Storage volume discharge rate(through discharge orifice or weir) 0.05 ft/sec
Storage volume drawdown time 2.63 days
OK,draws down in 2-5 days.
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK p�'
Vegetated shelf width 10.0 ft OK F(CF"/ 4C
Length of flowpath to width ratio 3 :1 OK
Length to width rato 3.0 :1 OK DEC 19 2013
Trash rack for overflow 8 orifice? Y (Y or N) OK
Freeboard provided 1.0 It OK
Vegetated filter provided? Y (Y or N) OK BY.
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: NIA
Form SW401-Wet Detention Basin-Rem9-4118,12 Parts 1.&II.Design summary,Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a
requirement has not been met,attach justification.
Page/Plan
Initials Sheet No.
1. Plans(1"-50'or larger)of the entire site showing:
-Design at ultimate build-out,
-Off-site drainage(if applicable),
-Delineated drainage basins(include Rational C coefficient per basin),
-Basin dimensions,
-Pretreatment system,
-High Flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROVV),
-Overflow device,and
-Boundaries of drainage easement.
2. Partial plan(1"=30'or larger)and details for the wet detention basin showing:
-Outlet structure with trash rack or similar,
-Maintenance access,
-Permanent pool dimensions,
-Forebay and main pond with hardened emergency spillway,
-Basin cross-section,
-Vegetation specification for planting shelf,and
(� Filter strip.
3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
-Inlet and outlet structures.
K1 4. If the basin is used for sediment and erosion control during construction,clean out of the basin is specified
(� on the plans prior to use as a wet detention basin.
P• 5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for Forebay,
�• to verify volume provided.
(/ 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
f
8. A copy of the signed and notarized operation and maintenance(0&M)agreement.
1 / 9. A copy of the deed restrictions(if required).
10, A soils report that is based upon an actual field investigation,soil.bodngs-and�i fltra iotiot to ests. County
sail maps are not an acceptable source of soils information. DEC [I
DE 19 2013
BY:-----'
Form SW401-Wet Detention Basin-Rev.94/18/12 Part III,Required Items Checklist,Page 1 of 1

of WnTfH
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER-VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out,printed,initialed,and submitted.
I. PROJECT.INFORMATION
Project name Rose Commercial Center
Contact name David K.Newsom,PE
Phone number 910-325-0006
Date November 27,2013
Drainage area number 1
IL DESIGN INFORMATION
The purpose of the LS-VFS Buffer Rule: Diffuse Flow
Stormwater enters LS-VFS from A BMP
Type of VFS Engineered(titer ship(graded&sodded,slope<8%)
Explanation of any'Other"responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area fe Do not complete this section of the fonn.
Impervious surface area f? Do not complete this section of the form.
Percent impervious % Do not complete this section of the form.
Rational C coefficient Do not complete this section of the form.
Peak flow from the 1 inlhr storm cis Do not complete this section of the form.
Time of concentration min Do not complete this section of the form.
Rainfall intensity,10-yr storm inlhr Do not complete this section of the form.
Peak flow from the 10-yr stern cfs Do not complete this section of the form.
Design storm Pick one:
Maximum amount of flow directed to the LS-VFS cis Do not complete this section of the forth.
Is a flow bypass system going to be used? (Y or N) Do not complete this section of the form.
Explanation of any"Other'responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP Wet detention pond
Peak discharge from the BMP during the design storm 0.13 cis
Peak discharge from the BMP during the 10-year storm 0.13 cis
Maximum capacity of a 100-foot long LS-VFS 10 cis
Peak flow directed to the LS-VFS 0.13 cis
Is a flow bypass system going to be used? N (Y or N)
Explanation of any*Other"responses above
FES 10 2014
Form SW401-LS-VFS-29June2012-Rev.10 page 1 of 3

LS-VFS Design
Viie bay surface area sq it
Depth of forebay at slormwaler entry point in
Depth of forebay at stormwater exit point in
Feet of level lip needed per cis 10 ft/cfs
Computed minimum length of the level lip needed 1 it Ten feel is the minimum level spreader length.
Length of level lip provided 28 a
Width of VFS 50 it
Elevation at downslope base of level lip 28.50 fmsl
Elevation at the end of the VFS that is farthest from the LS 28.00 fmsl
Slope(from level lip to the end of the VFS) 1.00 %
Are any draws present in the VFS? 'N (Y or N) CK
Is there a collector swale at the end of the VFS? N (Y or N)
Bypass System Design(if applicable)
Is a bypass system provided? (Y or N)
Is there an engineered flow splitting device? (Y or N)
Dimensions of the channel(see diagram below):
M it
B it
W it
y(flow depth for 10-year storm) it
freeboard(during the 10-year stone) it
Peak velocity in the channel during the 10-yr stone fl/sec
Channel lining material Pick one:
Does the bypass discharge through a wetland? (Y or N)
Does the channel enter the stream at an angle? (Y or N)
Explanation of any'Other'responses above
W
ticcbnmd "min the 10- rstonn
l e(during tlx l0-er stwmj
�_________ -_________y l
M M
13`
rZe1VE
FEB 10 201a
Efl
Form SW401-LS-VFS-29June2012-Rev.10 page 2 of 3

III.REQUIRED ITEMS CHECKLIST
ar-
EDIT Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the
following design requirements have been met. If the applicant has designated an agent,the agent may initial below. If a requirement has not been
met,attach justification.
Requried Item: Initials Page or plan sheet number and any notes:
1. Plans(1'-50'or larger)of the entire site showing: J�
-Design at ultimate build-out,
-OH-site drainage(if applicable),
Delineated drainage basins(include Rational C coefficient per basin),
-Forebay(if applicable),
-High flow bypass system,
-Maintenance access,
-Proposed drainage easement and public right of way(ROW),and
-Boundaries of drainage easement.
2. Plan details(1'=30'or larger)for the level spreader showing:
-Forebay(if applicable), 1
-High flow bypass system,
-One foot lopo lines between the level lip and lop of stream bank,
-Proposed drainage easement,and
-Design at ultimate build-out. -
3. Section view of the level spreader(1"=20'or larger)showing: NIL i �f
-Underdrain system(if applicable),
-Level lip,
-Upslope channel,and
-Downslope filter fabric.
4. Plan details of the flow splitting device and supporting calculations(if applicable). �r A'
5. A construction sequence that shows how the level spreader will be protected from ✓ IV CI
sediment until the entire drainage area is stabilized.
6. If a non-engineered VFS is being used,then provide a photograph of the VFS showing
that no draws are present. —Y �, /(
7. The supporting calculations. `a/ A j"
8. A copy of the signed and notarized operation and maintenance(08M)agreement. J fill y
Ft B 10 2014
BY:
Form SW401-LS-VFS-29June2012-Rev.10 page 3 of 3

State Stormwater Management Systems
Permit No. SW8 131213
Rose Commercial Center
Stormwater Permit No. SW8 131213 (�
Onslow County /
Designer's Certification
I, j)y,,,�� /i /��,,,,sCM , as a duly registered /� ��Z�_ in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for / _&nlL-i 2Z 4�(PLoject Owner) hereby state that, to the best
of my abilities, due care and diligence wA 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:
SEAL
Signature
Registration Num er _
Date
ECEIVEPI
JUL 2 1. 2014
Page 6 of 7

} State Stormwater Management Systems
Permit No. SW8 131213
Certification Requirements:
DI 1. The drainage area to the system contains approximately the permitted
acreage.
1�. The drainage area to the system contains no more tJ an the permitted amount
of built-upon area. b/� �7i/� Ci`/O'e/ CdYJ-iwcZl�
xlo. All the built-upon area associated.with the project is grade uch Vat the runoff
drains to the system.3/60 , -5Tji // (/vj(/G� �Uvjy j orb
All r9of drains are located such that the runoff is directed into the system.
/21OZ5. The
/Iouo outlet structure elevations are per the approved plan.
,QL6. The outlet structure is located per the approved plans.
/�. Trash rack is provided on the outlet structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
0. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
D&II-1 1. The permitted amounts of surface area and/or volume have been provided.
1)&4X2. Required drawdown devices are correctly sized and located per the approved
plans.
j')r1dz3. All required design depths are provided. /!bL
D,r�y� All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
AZ�1�5. The required system dimensions are provided per the approved plans.
&44A All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Onslow County Building Inspections
Page 7 of 7