SW8080912_CURRENT PERMIT_20210802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8S(Oq ► 2
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2U210801
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
secretary
BRIAN WRENN
Diremr
August 2, 2021
NORTH CAROLINA
Environmental Quality
Duplin County Investment Group, LLC
Attn: John C. Smith Jr., Manager
P.O. Box 417
Pink Hill, NC 28572
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 080912
Tuscany Villas
Onslow County
Dear Mr. Smith:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please note that this permit
will now reference DEMLR as the Division responsible for issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development approval issued
by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which was current
and valid at any point between January 1, 2008, and December 31, 2010. The law extended the effective period of any
stormwater permit that was set to expire during this time frame to three (3) years from its current expiration date. On
August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for a total of four (4) years
extension.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for
the subject project on July 28, 2021. The Division is hereby notifying you that permit SW8 080912 has been renewed
on August 2, 2021, and shall be effective until June 19, 2027, which includes all available extensions. For your
records, please find enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. As
requested, a copy of the current operation and maintenance agreement is enclosed. Please keep this permit on file at all
times. Please note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely
restates some of the previous terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit. The plans originally approved on April 21, 2009, and most
recently modified on November 2, 2011, will remain in full force and effect in accordance with the regulations set forth
in Title 15A NCAC 2H.1000.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing 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.
®Ww �"� North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
warn cwouue
ov,ras.�.n..m 910.796.7215

State Stormwater Permit No. SW8 080912
Page 2 of 2
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
C wo
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
DES/ams: %Stormwater\Permits & Projects\2008\080912 HD\2021 08 permit 080912
cc: Wilmington Regional Office Stormwater File
If ®E 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
rvam� c>ncuw+
910.796.7215

State Stormwater Management Systems
Permit No. SW8 080912
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Duplin Investment Group, LLC
Tuscany Villas (formerly Villages of Longbourne)
Alden Drive & Carriage Drive, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with the
provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter separately and collectively
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
Energy, Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part
of this permit.
This permit shall be effective from the date of issuance until June 19, 2027, 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 subdivision is permitted for 32 lots, each allowed a maximum of 1,122 square feet of built -
upon area.
3. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The runoff from all built -upon area within the permitted
drainage areas of this project must be directed into the permitted stormwater control systems.
The wet pond has been designed to handle the runoff from 178,285 square feet of impervious
area.
4. The maximum built -upon area allowed for the entire subdivision is 178,285 square feet.
5. A 30' wide vegetative buffer must be provided adjacent surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the banks of each side of
streams and rivers and the mean high water line of tidal waters.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 080912
6. The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times.
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
Buildings, ft2:
Streets, ft2:
Parking, ft2:
Sidewalks, ft2:
Existing, ft2:
Future, ft2:
C. Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm, inches:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Temporary Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
6.16
230,548
0
178,285
29,792
12,343
13,800
3,819
18,285
100,246
6'
90%
1"
30.0
10,224
14,610
31.31
1.5"0 pipe
31,973
6,468
1/8
UT Northeast Creek /
White Oak Basin
19-16-(0.5)
"SC: NSW"
The permittee is responsible for verifying that the proposed built -upon area for the entire lot
does not exceed the maximum allowed by this permit. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
If an Architectural Review Board or Committee is set up by the permittee to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed built -upon area.
Any approvals given by the Board do not relieve the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
3. 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.
4. 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.
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.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 080912
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.
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.
The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at the design condition. 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
10. 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 allocated future BUA.
f. Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded.
g. 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.
h. Other modifications as determined by the Director.
11. Records of maintenance activities must be kept by the permittee. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
12. The permittee shall submit to the Division an annual summary report of the maintenance and
inspection records for each BMP. The report shall summarize the inspection dates, results of
the inspections, and the maintenance work performed at each inspection.
13. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 080912
14. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
15. 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. Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities
performed to date may be requested.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 080912, as issued by the Division
under NCAC 2H.1000,
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, DEMLR.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
f. The maximum built -upon area per lot is 1,122 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters, which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or
street. Lots that will naturally drain into the system are not required to provide these
measures.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. If permeable pavement credit is requested, the property owner must submit a request,
with supporting documentation, to the permittee and receive approval prior to
construction of BUA.
i. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
17. 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 1/8 horsepower.
III. GENERAL CONDITIONS
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.
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 080912
2. 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.
3. 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.
4. Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. The assignment or conveyance of declarant rights to another individual or entity;
C. 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);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
e. Bankruptcy;
f. Foreclosure, subject to the requirements of Session Law 2013-121;
5. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
C. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request. Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit.
7. The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project.
8. 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 permit conditions.
9. Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee.
10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
11. 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.
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 080912
12. 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).
Permit renewed, updated and reissued this the 2nd day of August 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Shan vvrenn, Director `
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
Tuscany Villas formerly Villages at Longbourne
Permit No. SW8 080912
Approval
Date
Permit Action
B1MS
Version
Description of the Changes
4/21/2009
Original
Approval
10
11/2/2011
Modification
1.1
8/2/2021
Renewal
2.0

Permit Number:
FEg 1 2 2009 (to b provi by DW )
Drainage Area Number: Ujpf/:il�/
gy;r_ et -Retention Basin Operation and Maintenance Agreemen h w J Z 1
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 if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problema
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
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
I
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page I 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 spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 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 re air. 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 5.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal .. 25 I Pe anen
Volume
Pool
Eleva[io+
Forth SW401-Wet Detention Basin O&M-Rev.4
Bottom
Permanent Pool Elevation 30.00
L24.0
-------- -- Volume Sediment Removal Elevation 25.0 Volume
-ft Min. -------------------------------------------- ------
Sediment Bottom Elevation 24.0 1-ft
Storage Sedimej
Storage
FOREBAY MAIN POND
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:Villages at Longbourne
BMP drainage area number:I and only (previously permitted as 'Pond 2) under SW8
Print name:John C. Smith fr.
Title:Member-Manager of Duplin County Investment Group LLC
Address:P.O. Box 417, Pink Hill, NC 28572
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.
Public for the State of
1a County of , do hereby certify that
personally appeared before me this &re-1
d y of. 'qad �vand acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
Cit- '.
��'�pTARy`•.
,;A PLIBO
!O
EAL W�1_
My commission expires L'9 &/ 3
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

ULMLK USt UNLY
Date Receive
Fee Paid
I Permit Number
NC DEQ Division of Energy, Mineral and Land Resources IECEI E
STATE STORIVIUUATER: JUL 2 202I
PERMIT RENEWAL APPLICATION FORM av:�_
In accordance with 15A NCAC 2H. 1045t31 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 INFORNIATiON
1. State Stormwater Permit Number: SW8 080912
2. Project name: Duplin County Investment Group, LLC
3. Project street address: 300 Carriage Drive
City: Jacksonville County: Onslow —ZIP,
28540
4. What, if any, changes have been made to the project as permitted? Tuscany Villas Builders Inc has
sold all its interest to Condo buyers
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:/Ideg.nc.gov/about/divisions/enerov-
mineral-land-resources/enerav-mineral-land-rules/stormwater-nroaram/oost-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: httos://dea nc aov/about/divisions/enerav-mineral-land-
resources/enerav-mineral-land-rules/stormwater-program/oost-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Duplin County Investment Group, LLC
2. Signing Official's Name: John C Smith Jr
3. Signing Official's Title: Manager
4. Mailing Address: PO Box 417
City: Pink Hill State: NC ZIP: 28572
5. Street Address: 602 N Kinston Blvd
City: Pink Hill State: NC ZIP: 28572
6. Phone: [phone]) Email: iohnsm6th3982(o)embaromail.com
Stormwater Permit Renewal Form Page '1 of 3 May 11. 2018

C SUEii,!ITTAI RE-'QIJIREMFNT-S
Submit the application package to the appropriate DE!NILR Peaicnal Office (Coastal, SA Waters) orDEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW1. 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:
JCS 1. A permit application processing fee of $505.00 payable to NCDEQ.
JCS 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.
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.
JCS 4. O&M Agreements, Please select one:
❑ I 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.
JCS 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.
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.
JCS 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 INC 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).
httos://www.sosnc aovionline services/search/bv title/ Business Reoistration
JUL 2 81021 �p1`
SCormweiler Permit Renewal Foi'iT; Page 2 of 3 'A- ; �! 9 2013

D. PERMITTEE'S CERTIFICATION
I, c�/ C C7�/i �'& , 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.
SignatureL%� / n Date: ;21
NOTARIZATION:
that
this the
day of
execution of the forgoing instrument. Witness
I rvc�i�'S^ �eaiyi i��
Notary'SligftT�re
i y j Ao sl en expirE
COU Nam ` `��
County of
hand and official seal,
JeZ
a Notary Public for the State of
do hereby certify
personally appeared before me
20_2_'_, and acknowledge the due
JIIL 2 8 2021
BY- #
Stormwater Permit Renewal Application Forrn Page 3 of May 1'I, 2018

SOSID: 1024957
Date Filed: 7/7/2021
0-1A LIMITED LIABILITY COMPANY ANNUAL Elaine F. Marshall
North Carolina Secretary of State
CA2021 188 00161
toROt)
NAME OF LIMITED LIABILITY COMPANY: Duplin County Investment Group, LLC
FNne Of oa Use Oniy
SECRETARY OF STATE ID NUMBER: 1024957 STATE OF FORMATION: NC
Preview
REPORT FOR THE CALENDAR YEAR: 2021 1024957
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Srnith, Jahn C. , Jr
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4, REGISTERED AGENT OFFICE MAILING ADDRESS
602 N. Kinston Blvd
Pink Hill, NC 28572 Lenoir County
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS:
PO Box 417
Pink Hill, NC 28572
2. PRINCIPAL OFFICE PHONE NUMBER: (252) 5684271 x 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
602 N. Kinston Blvd PO Box 417
Pink Hill, NC 28572 Pink Hill, NC 28572
6. Select one of the following If applicable. (Optional see Instructions)
❑ �Q+
The company is a veteran -owned small business
❑ The company Is a service -disabled veteran -owned small business jUz
SECTION C: COMPANY OFFICIALS (Enter additional company officials In Section E.) \
NAME: John C Smith Jr. NAME: NAME:
TITLE: Manager TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
PO Box 417
Pink Hill, NC 28572
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed In Its entirety by a personibusiness entity.
John C Smith Jr. �yl 2/10/2021
SIGNATURE DATE
fficial Form must be signed by C any Otsted under Section of ThB form.
John C Smith Jr. Manager
Print or Type Name of Company OfficialPdnt or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200.00
MAIL TO: Secretary of Slate, Bualness Registration Chilean, Post Office Box 29525, Raleigh, INC 27626-0525

Permit No.
CjFi:Z��. (lo be provided by OWO)
By FFB 12 P009
®AWA ` top wnrFRo
y
NCDENR o Y
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 (Pad ill) must be printed, filled out and submitted along with all of the required information.
Project name _ .. Villages at Longboume (previously Pond 2 at Longbourne_Apartments SW8 050111)
Contact person -(, 'David K. Newsom -
Phone number 910 325-0006` -
Date 1/2812009
Drainage area number 1 and only (previously Pond 2 at Longbourne Apartments)
IIE'.`DESIGN;INFORMATIONFIW,t;'�Ar,,-%,L,Wc`.4`ra in .4 > .t'„]�oa „r5i¢d)"ra�.a;!Y: ,S ii1x.." :'+`fd: vh*e;'»t"tws
Site Characteristics
Drainage area
230,548 it'
Impervious area, post -development
178,285 ft2
%impervious
77.33 %
Design rainfall depth
1.0 In
Storage Volume: Non-SAWaters
Minimum volume required
14,332 fit OK
Volume provided
14,500 ff°
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume
ma f'
Pre -development 1-yr, 24-hr runoff
fit
Post -development 1-yr, 24-hr runoff
fit"
Minimum volume required
nla its
Volume provided
rya
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
in (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitiess)
Rational C, post -development
(unifess)
Rainfall intensity: 1-yr, 24-hr storm
"inmr
Pre -development 1-yr, 24-hr peak flow
n/a ft3/sec
Post -development 1-yr, 24-hr peak Box
ma fta/sec
Pre/Post 1-yr, 24hr peak Bow control
gVALUEI fi lsec
Elevations
Temporary pool elevation
31.31 Ind
Permanent pool elevation
30.00 fmsl
SHWT elevation (approx. at the perm, pool elevation)
,:d/a fmsl
Top of 10ft vegetated shelf elevation
30.00fmsl
Bottom of 10ft vegetated shelf elevation
_:-29:00 first
Sediment deanoot top elevation (bottom of pond)
.• 25.00 fmsl
Sediment deanout, bottom elevation
24.00 fmsl
Sediment storage provided
1.00 it
is there additional volume stored above the state -required temp. pool?
N (Y or N)
Elevation of the top of the additional volume
31.3 fmsl OK
Form SW401-Wel Detention Basin-Rev.S Parts I. & II. Design Summary, Page 1 or 2

r ..
Permit
/lu be provided by DWQJ
INDESIGNINFORMATIONrsasnrr ^.at.•rFA>t.3.^?;_`:.S.�e$�.��$ ,,T ;��';,?�&°�aN�s*s
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A._,,
Area, bottom of 10ft vegetated shelf, Ab,_"r
Area, sediment deanout, top elevation (bottom of pond), A,,,.,
Volumes
Volume, temporary pool
Volume, permanent pool, Vp, _ ,,,
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SA/DA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vpan„'xn
Area provided, permanent pool, Ap,,,,_pw
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10.2b)
Area provided, permanent pool, A._p,o,
Area, bottom of 1 Oft vegetated shelf, A,-.
Area, sediment cleanout, top elevation (bottom of pond), A..,
Depth' (distance b/w bottom of tort shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d„„ (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if-roncircular)
Coefficient of discharge (Co)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Bow
Storage volume discharge rate (through discharge onfice or weir)
Storage volume drawdown time
12,081 ft?
10,175 fly
4.41 (unitless)
10,224ft OK
4,613' ft
2,169 it
14,500 ft' OK
31,973 ft'
'. 6,468 ft'
20.2% % OK
90 %
y - (Y or N)
n (Y or N)
4.41 (unidess)
nla _ (Y or N)
ft2
ft
_ft
rda (Y or N)
t!`
it,
y (Y or N)
in
0.03 (unidess)
0.66 it
n (Y or N)
(unidess)
(unidess)
it
ft
nla ft'/sec
...n/a fe/sec
0.05, ft'/sec
3.54 days
�r v
OK OldInsufficient post -development peak Bow.
V5 . I�eiPI I v l I �Y
OK, draws down in 2-5 days.
vrdwuuwn III V vdiyny mum cnyeueu vdwd vy mme uiun d ndu udy.
Additional Information
Vegetated side slopes
3:1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0ft
OK
Length of ftowpath to width ratio
3 :1
OK
Length to width ratio
3.0:1
OK
Trash rack for overflow & orifice?
y :: (Y or N)
OK
Freeboard provided
_ 1.0 ft
OK
Vegetated filter provided?
h _ (Y or N)
OK
Recorded drainage easement provided?
y- (Y or N)
OK
Capures all runoff at ultimate buildcut7
y. . (Y or N)
OK
Dmin mechanism for maintenance or emergencies
pump -.
Form SW401-Wet Detention Basin.Rev.5 Parts I. & I. Design Summary. Page 2 of 2

Longbourne Apartments 0 o e7 /
Stormwater Permit No. SW86�A1-Hv}ed.
Onslow Countv
Designer's Certification
State Stormwater Management Systems
Permit No.
CjG fo $i�l�O VO �l .�
I, bavicl K, lVewsz:>m , as a duly registered Pre)feSCen4Inee/-
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
4,pnr3"rne No4sinJ a F 3�L/GS�V(ilfj �YL'
for 4or)gbuiAn-oer4- ocr-lvneinfs� LLG (Project Owner) hereby state that, to the
best of m abilities, due care and diligence was used in the observation of the project.
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
SEAL
Registration Number
Date 2,112>? 1e!Ki
MAR 0.6 2009
�, ,610
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 50 "Miad_
Certification Requirements:
Z)«t.
The drainage area to the system contains approximately the permitted
acreage.
Dkll 2.
The drainage area to the system contains no more than the permitted
amount of built -upon area. (Dn4-/ sTiictT 13W L0AJhT?LJ(:TCT%
"�i Tif f'�7 Tl1Y16 .
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
5.
The outlet/bypass structure elevations are per the approved plan.
D4 i /6.
The outlet structure is located per the approved plans.
J2/7.
Trash rack is provided on the outlet/bypass structure.
1 &V8.
All slopes are grassed with permanent vegetation. 7Ec��L-7 rtL -GiZyx7�
AA10 ?c - S eFV T%
D&L/9.
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.
DAZ, 1.
The permitted amounts of surface area and/or volume have been
provided. r cfrt/I1y TZc 70 ?/706/ Ic 7 zZiO lfnr3%
�%U12.
Required drawdown devices are correctly sized per the approved plans. .
,�3.
All required design depths are provided.
Dyjd Y4.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Onslow
County Building, Inspections
Page 7 of 7

High Density Residential Subdivisions .
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, John C. Smith , acknowledge, affirm and agree by my signature below, that I will cause the following
deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 080912 as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 1,122 square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below.
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
Each lot will maintain a 301 foot wide vegetated buffer between all impervious areas and surface
waters.
`*50 foot for projects located in the 20 coastal countfes.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
A06 1 % ZV
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2 1

High Density Residential Subdivisions
Deed Restrictions & Protective Covenancees
Signature: Wz'jt Date:
a Notary Public in the
State of _-_ Al 6 County of r)
do hereby certify that _ �o n C. ��„ ; �� personally appeared
before me this the day of J'-ts as 20—LL-, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
r,
Signature
My Commission expires /er /7, 2.0 "L
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2