SW8140305_CURRENT PERMIT_20230201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �yo3o5
DOC TYPE
© CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2023 OZO i
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
DOUGLAS R. ANSEL
interim Director
February ln, 2023
Funston Land & Timber LLC
Attn: Allen Jefferson Earp, Manager
1007 Evangeline Drive
Leland, NC 28405
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8140305
Brunswick Forest Phase I Section 4
Brunswick County
Dear Mr. Earp:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on January 26ih, 2023. The Division is hereby notifying you that permit SW8140305 has been
renewed, updated, and''re-issued on February 1", 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 June 3rd, 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,
9;�; Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A —Designer's Certification Form
Attachment C — Permitting History
Copy of the Renewal Application Documents
DES/AF: \\\Stormwater\Permits & Projects\2014\140305 HD\2023 02 permit 140305
CC' Adam Grady, PE; Hanover Design Services, P.A.
Wilmington Regional Office Stoimwater File
D E �Z. 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
rwm craouru
os.a.+a rn.�e+am. 910.796.7215

Post Construction Stormwater Management
Permit No. SW8140305
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST- CONSTRUCTION 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
Funston Land & Timber, LLC
Brunswick Forest Phase 1 Section 4
Cross Water Circle, Leland, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention ponds located in drainage area 34 (Pond 34)
in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter separately and
collectively referred to as the "stormwater 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 June 3rd, 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
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, Pond 34, has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The stormwater control has been designed to handle the runoff
from 437,840 square feet (sf) of impervious area of which 8,934sf is available for future allocation.
3. The subdivision is permitted for 96 lots, each limited to the impervious area per lot specified in Section
III(1).
Page 1 of 7

Post Construction Stormwater Management
Permit No. SW8140305
4. The project shall provide and maintain a 50' wide vegetative buffer adjacent surface waters, measured
horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of each
side of streams and rivers and the mean high water line of tidal waters.
5. The discharge from the wet ponds is designed to flow overland through a level spreader and 30 foot
vegetative filter strip, designed per NCAC 2H.1008 (f) to pass the peak flow from the 10 year storm in a
non -erosive manner. The level spreader has been provided to protect the wetlands near the pond's
outlet.
6. The following design elements have been permitted for this wet detention pond (Pond 34) stormwater
facility, and must be provided in the system at all times:
a.
Drainage Area, acres:
20.10
Onsite, ftl:
875,680
Offsite, ft2:
0
b.
Total Impervious Surfaces, ftz:
437,840
Onsite, ftl:
437,840
Offsite, ft2:
0
G.
Average Pond Design Depth, feet:
4.5
d.
TSS removal efficiency:
90%
e.
Design Storm:
1.5
f.
Permanent Pool Elevation, FMSL:
16.00
g.
Permitted Surface Area @PP, ft2:
48,500
h.
Permitted Temporary Storage Volume, ftl:
82,838
i.
Temporary Storage Elevation, FMSL:
17.50
j.
Predevelopment 1 yr-24 hr. discharge rate,
cfs:
5.54
k.
Controlling Orifice:
3.00"0 pipe
I.
Orifice Flowrate, cfs :
0.17
m.
Permanent Pool Volume, ftl:
216,000
n.
Forebay Volume, ftl:
43,200
o.
Maximum Fountain Horsepower:
3/4
p.
Receiving Stream / River Basin:
Mallory Creek / Cape Fear
q.
Stream Index Number:
18-78
r.
Classification of Water Body:
'C: Sw"
II. SCHEDULE OF COMPLIANCE
1. The permittee is responsible for the routine monitoring of the project for compliance with the built -upon
area limits, grading, and the storm drainage system established by this permit, the permit documents,
the approved plans, and the recorded deed restrictions. The permittee shall notify any lot owner that is
found to be in noncompliance with the conditions of this permit in writing, and shall require timely
resolution.
2. The permittee shall review all individual proposed and modified lot plans for compliance with the
conditions of this permit. The permittee shall not approve any lot plans where the maximum allowed
built -upon area has been exceeded, or where revisions to the grading or to the storm drainage system
are proposed unless and until a permit modification has been approved by the Division.
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.
Page 2 of 7

Post Construction Stormwater Management
Permit No. SW8140305
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 public rights -of -way, dedicated
common areas or recorded easements. The final plats for the project will be recorded showing all such
required rights -of -way, common areas and 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. 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.
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 decviations.
8. The facilities shall be constructed in accordance with the conditions of this permit, the approved plans
and specifications, and other supporting data.
9. The permittee shall follow the approved Operation and Maintenance (O&M) Agreement in its entirety,
and shall provide and perform the listed operation and maintenance at the scheduled intervals to
assure that all components of the permitted stormwater system function at design condition.
10. 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.
III. SCHEDULE OF COMPLIANCE
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 140305, as issued by the Division of Energy, Mineral and
Land Resources 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, Division of Energy, Mineral and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
Page 3 of 7

Post Construction Stormwater Management
Permit No. SW8140305
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.
In. Other modifications as determined by the Director.
2. 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.
3. Prior to transfer of the permit, the stormwater facilities will be inspected by DEMLR personnel. The
project and the stormwater facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired, replaced or restored to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
4. If the permanent pool volume is greater than 30,000 cubic feet, a decorative spray fountain will be
allowed in the stormwater treatment system, subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. 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.
C. The falling water from the fountain must be centered in the pond, away from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent pool volume. The
maximum pump power for a fountain in Pond 34 is 3/4.
Page 4 of 7

Post Construction Stormwater Management
Permit No. SW8140305
The maximum built -upon area per lot is as specified below. 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.
Phase 1, Section 4:
Lots #1-20
6,300
Phase 1, Section 4:
Lots #21-
23
6,300
Phase 1, Section 4:
Lots #24-
37
6,400
Phase 1, Section 4:
Lots #38
6,300
Phase 1, Section 4:
Lots #39
6,000
Phase 1, Section 4:
Lots #40-
54
6.000
Phase 1, Section 4:
Lots #55-
58
6,300
Phase 1, Section 4:
Lots #59-
67
6,000
Phase 1, Section 4:
Lots #68-
77
6,000
Phase 1, Section 4:
Lots #78-
79
6,300
Phase 1, Section 4:
Lots #80-
89
6,000
Phase 1, Section 4:
Lots #90-
95
6,000
Phase 1, Section 4:
Lots #96
6,300
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
sf/Lot
g. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the pond or street, grading the
lot to drain toward the street or directly into the pond, or grading perimeter swales and directing
them into the pond or street.
In. Built -upon area in excess of the permitted amount will require a permit modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of each side of streams and rivers and the mean high water line of tidal waters.
j. 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 G.S. 143, Article 21.
IV. GENERAL CONDITIONS
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).
Page 5 of 7

Post Construction Stormwater Management
Permit No. SW8140305
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.
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, except in the case of an individual residential lot sale that is
made subject to the recorded deed restrictions and protective covenants;
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 permission 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.
Page 6 of 7

Post Construction Stormwater Management
Permit No. SW8140305
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.
Permit renewed, updated, and reissued this the 111 day of February 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�aWA
For Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 7

Attachment A
Brunswick Forest Phase I Section 4
Stormwater Permit No. SW8 140305
Brunswick County
Designer's Certification
Post Construction Stormwater Management
Permit No. SW8140305
Page 1 of 2
I, , as a duly registered in the State of North Carolina, having been
authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the project construction such that the construction was observed to be built within substantial compliance
and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 1 of 2

Post Construction Stormwater Management
Permit No. SW814O305
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
_7. Trash rack is provided on the outlet/bypass structure.
_8. All slopes are grassed with permanent vegetation.
_9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
_13. All required design depths are provided.
_14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DEMLR Regional Office
Inspector, Brunswick County Building Inspections
Page 2 of 2

Attachment C- Permitting History
Brunswick Forest Phase I Section 4
Permit No. SW8 140305
Approval
Permit Action
RIMS
Description of the Changes
Modified Plan Sheets
Date
Version
High Density Subdivision Wet Pond Project -
construction, operation and maintenance of one (1) wet
detention ponds located in drainage area 34 (Pond 34) in
compliance with the provisions of 15A NCAC 2H .1000
and Session Law 2008-211. This stormwater system,
Pond 34, has been approved for the management of
6/3/2014
Original
1.0
stormwater runoff as described in Section 1.6 of this
I-9 (of 9), Dl-4
Approval
permit. The stormwater control has been designed to
handle the runoff from 437,840 square feet (so of
impervious area of which 421,406sf has been allocated
and 16,434sf is available for future allocation. The
subdivision is permitted for 96 lots, each limited to a
maximum of 6,000 square feet of impervious area per lot.
Plan Revision -The revisions include reallocating the
impervious area as summarized in the enclosed
Impervious Area Summary Table dated December 8,
2014. The deed restrictions for the impervious areas per
lot have changed. The following restrictions are now
included in the permit and must be recorded:
Phase 1, Section 4: Lots #1-206,300sf/Lot
Phase I, Section 4: Lots 921-236,300sf/Lot
Phase 1, Section 4: Lots #24-376,400sf/Lot
12/8/2014
Minor
1.1
Phase I, Section 4: Lots 9386,300sf/Lot
Modification
Phase 1, Section 4: Lots #396,000sf/Lot
Phase 1, Section 4: Lots 440-546,000sf/Lot
Phase 1, Section 4: Lots #55-586,300sf/Lot
Phase I, Section 4: Lots #59-676,000sf/Lot
Phase 1, Section 4: Lots #68-776,000sf/Lot
Phase I, Section 4: Lots 978-796,300sf/Lot
Phase 1, Section 4: Lots 480-896,000sf/Lot
Phase 1, Section 4: Lots 990-956,000sf/Lot
Phase 1, Section 4: Lots #966,300sf/Lot
2/l/2023
Renewal
2.0
New expiration date 6/3/2030
Page 1 of 1

"r'
Permit Number: -��/�a�D�
(to be prorided by DlVQ)
Drainage Area Number: ON
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.
ECEEVE
MAR 0 3 2014
BY:_
Form SWU401-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 919-733-1786.
ECEEVE,7�),
MAR 0 3 2014
Form SWU401-Level Spreader, Filter Strip, Restored Riparian BufferPage-2_o%3—

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:Brunswick Forest -Phase 1 Section 4
BMP drainage area number:
Print name: Allen Jefferson Earp
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, y pScII2.q P_t/ LrR,V$S-6. a Notary Public for the State of
C County of 'BRo Q,5 wl C,� do hereby certify that
Q t --V� �P personally appeared before me this 1�,
day of 4,p b and acknowledge the due execution of the
forgoing filter strip, iparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
OL\
SEAL
My commission expires 0-' t- Z D 1 4 —
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3
CEIVE�
MAR 0 3 2014
BY:
Page 3 of 3

Permit Number: ✓ �
(to be.provide: by D[f'Q)
Drainage Area Number: NO 3
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 mohtthhl
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a r '
Coastal County). Records of operation and maintenance should be kepi, aMv"e,1094
location and must be available upon request.
BY:
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the 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 SW401-Wet Detention Basin O&M-Rev.4 Page 1 of

Permit Number:
(to be provider! 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 problenis 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
revent 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.
FMAR 0 3 20%
Form SW401-Wet Detention Basin O&M-Rev.4 BY.----------Page-2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problerm
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 9.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 88:0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
8_0 Pe manen
------- Volume
7.0 ft Min.
Sediment
Storage
FOREBAY
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 16.0
Pool
Sediment Removal Elevation 7_0 Volun
Bottom Elevation
MAIN POND
larva EWE
MAR 03 2014
BY.______ Tof`4-
1-ft
Storage

Permit Number:
(to be provided by DIVQ)
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: Brunswick Forest -Phase I Section 4
BMP drainage area
Print name: Allen Jefferson EaM
Title:Manager
Address: 1007 Evangeline Drive
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, TDc
2,EmA P.1.,/ L�LZ Ste, a Notary Public for the State of
N` i County of Col V KAyS do hereby certify that
personally appeared before me this _X
day ofUA.Lla'tt,, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
.%`%PY1 L
.�`��
:Q; #oT^A�
? 0
eUS�C�J
SEAL
My commission expires S- I k' Z C)
Form SW401-Wet Detention Basin O&M-Rev.4
OIN ��Uskk
J MAR 0 3 2014
BY:
Page 4 of 4

DEMLR USE ONLY
Date Riveived
Fee Paid
Permit Number
1 35-1
( 0305-
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 fora 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 140305
2. Project name: Brunswick Forest Phase 1 Section 4
3. Project street address: Crosswater Circle
City: L
28405
County: Brunswick ZIP :
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 for a Major
Modification or Minor Modification Application form available at., hftps:Hdeg.nc.gov/about/divisions/energv-
mi n eral-la n d-reso u rces/e ne rqy-m i n era I-land-rules/sto rmwater-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:Hdeg.nc.gov/about/divisions/energv-mineral-land-
resources/energv-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: Funston Land 8 Timber LLC
2. Signing Official's Name: Allen Jefferson Earl)
3. Signing Official's Title: Manager
4. Mailing Address: 1007 Evangeline Drive
City: Leland State: NC ZIP : 28405
5. Street Address: 1007 Evangeline Dr
City: Lealand State: INC ZIP: 28405
6. Phone: [phone] Email: rrusset brunswickforest.cam
z
JAN 2 6 2023
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) or DEMLR
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:
dk
1. A permit application processing fee of $505.00 payable to NCDEQ.
A2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑
I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer
Certifications, Please select one:
❑
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
j$(
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.
Alm
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).
JAN 2 6 2023
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, ALL t.1 r�AIZP , 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 mainte nce procedures, and the site has been and will be maintained
according to the O&M Agreement and appr d plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the prop f f� dify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All infor ti p e on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: / zzz�z Date: la _ 0_ (o - 0,1 91
NOTARIZATION:
a Notary Public for the State of
County of T 512 ..-.. rS , do hereby certify
that A r L-E r.1 !==�P personally appeared before me
this the e%O i4C' day of _ DZE L, 20 Z,, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature: 0 1'*�
My commission expires g— I zo
JAN 2 6 2023
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No��U � Y6.JW
no be provided by DWG)
-
Q_�^�
O�OF WATFgOG
wGUA
y 9
rz
NCDENR
o�
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 (Part 111) must be perfect, filled oul and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Brunswick Forest -Phase 1 Sedan 4
Contact person
Jeff Earp
Phone number
910-383.1425
Date
2)19I2014
Drainage area number
Pond 34
II.DESIGN INFORMATION
Site Characteristics
Drainage area
875,680 ry'
Impervious area, post -development
437,840 ft2
% impervious
50.00
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required 54,730 ft3
Volume provided 82,838 rya
OK, volume provided is equal to or in excess of volume required
Storage Volume: SA Waters
1.5' runoff volume
to
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
fl3
Minimum volume required
ft3�ca2�.
Volume provided
fl3
- „�pprrr4py
CARQ(
Peak Flow Calculations
••••0���
Is the pre/post control of the lyr 24hr storm peak flow required?
Y (Y or N)
:••� f �FESSIQ�y '•;
1-yr, 24-hr rainfall depth
3.8 in
Rational C, pre -development
NA-SCS Method (unitless)
SE AL
Rational C, post -development
NA-SCS Method (unitless)
g 200Q%
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr Flow
3.94 inlhr
5.54
OK
��� f.,
peak
ft3/sec
Q'f 1NE�� \�•••�
Post -development 1-yr, 24-hr peak flow
8.50 fl3/sec&�
••
Pre/Post 1-yr, 24-hr peak flow control
2.96 ft3/sec
ot, g, ""'o
Elevations
Temporary pool elevation
Permanent pod elevation
1T50 fmsl
16.00 first
` • 4
SHWT elevation (approx. at the perm. pool elevation)
16.21 fmsl
Top of 10ff vegetated shelf elevation
16.50 fmsl
Bottom of 1Off vegetated shelf elevation
15.50 fmsl
Data not needed for calculation option N1, but OK it provided.
Sediment cleanoul, top elevation (bottom of pond)
8.00 fmsl
Sediment cleanout, bottom elevation
7.00 fmsl
Data not needed for calculation option #1, but OK if provided.
Sediment storage provided
1.00 ft
Is there additional volume stored above the stale -required temp. pool? N (Y or N)
Elevation of the top of the additional volume foist
Hanover Design Services
1123 Floral Pkwy.
►f.�1r ' �4��1 Wilmington, NC 28403
Forth SW401-Wet Detention 8asin-Rea94I18112 — - Parts I. d I. Design Summary, Page 1 of 2

Permit
be provided by DWO)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 60,050 ft'
Area REQUIRED, permanent pool
34,152 ft'
SAIDA ratio
3.90 (unitless)
Area PROVIDED, permanent pool, A,,my of
48,500 V
OK
Area, bottom of 10ft vegetated shelf, Aw ,,,,,
33,950 41
Area, sediment cleanout, top elevation (bottom of pond), A,.a,
8,200 it`
Volumes
Volume, temporary pool
82,838 ft'
OK
Volume, permanent pool, Vn,,,_,m
216,000 ft'
Volume, forebay (sum of forebays if more than one forebay)
43,200 ft'
Forebay %of permanent pool volume
20.0% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MwntainlPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
3.90 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pod, Vp,. I
216,000 ft'
Area provided, permanent pool, A,,_,,
48,500 ft'
Average depth calculated
4.45 ft
OK
Average depth used in SAIDA, d„, (Round to nearest O.Sft)
4.5 ft
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y a N)
Area provided, permanent pool, A,,m,�l
48,500 ft`
Area, bottom of 10ft vegetated shelf, Ami ,,,,
33,950 ft`
Area, sediment cleanoul, lop elevation (bottom of pond), A,,t w
8,200 ft2
'Depth' (distance blw bottom of 1Oft shelf and top of sediment)
7.50 If
Average depth calculated
4A5 ft
OK
Average depth used in SAIDA, die, (Round to down to nearest O.Sft)
4.5 ft
OK
Drawdown Calculations
Drawdown through odfice?
Y (Y or N)
Diameter of orifice (if circular)
3.00 in
Area of orifice (if-non-dreular)
in'
Coefficient of discharge (Co)
0.60 (unitless)
Ddving head
0.50 ft
E �'e E I E
Drawdown throughgh weir?
N (Y or N)
V 7 '1/ t
Weir type
(unitless)
MAY 19 2694
Coefficient of discharge(C.„)
(unitless)
Length of weir (L)
ft
Driving head (H)
it
Pre -development 1-yr, 24-hr peak Flow
5.54 ft'/sec
Post -development 1-yr, 24-hr peak flow
8.50 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.17 ft/sec
Storage volume drawdown time
3.80 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build-0ul?
Drain mechanism for maintenance or emergencies is:
3:1
OK
10 :1
OK
10.0 it
OK
3 :1
OK
3.0 :1
OK
Hanover Design Services
1.123 Floral Pkwy.
Y
(Y or N)
OK Wilmington, NC 28403
1.0 it
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y (Pump)
Form SW401-Wet Detention Basin-Rev9-0118112 Paris I. S II. Design Summary, Page 2 of 2

Permit
(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.
Pagel Plan
Initials Sheet No.
DBB Sheets 1-5
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 (ROW),
- Overflow device, and
- Boundaries of drainage easement.
DBB Sheet 8
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.
DBB Sheet 8 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.
DBB Sheet 7 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.
DBB Sheet 8 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
DBB Sheet 7 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
DBB Attached 7. The supporting calculations.
DBB Attached 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Attached 9. A copy of the deed restrictions (if required).
DBB In Calcs 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County soil
maps are not an acceptable source of soils information. q q
MAR 0 3 2014 U
BY-
Form SW401-Wet Detention Basin-Rev.9-4118112 Part III. Required Items Checklist, Page 1 of 1

Brunswick Forest Phase I Section 4
Stormwater Permit No. SW8140305
Brunswick County
Designer's Certification
Permit No. SW8 140305
PONo 3y
Page 1 of 2
I, A H. �R� , as a dul istered FVG 1NF_E,2 in the State of North Carolina,
having been authorized to obse periodic weekly/full time) the construction of the project,
&VnISWlcic-foeeszr P P1 C,6 1 sec Ci-
(Project)
for /'i�� 4M 4 TW", Lce— (Project Owner) hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature Z4"
Registration Number
Date _ 1 1
CARO,'/,,��
�0' FESS/o -.1y''
Z.;.q- 4 :7
a SEAL r;
43166
SEAL
�fl,/2 f/L"LD RATV)01J BF .sCM HWJo REVIEcJ OFTIi/= dmjr��til
�js %jrUlLf &zC F/N D Pb/VD 3 f-/ TO ftL GOM fx r CjNC�
&j1fH 7-RA D>;S/6N /3PPZ0vf1) pl-I fis f. C-AL,EJ 13V ,0r)VID--s./N0440,1!
Page 9 of 10

1
Nerrmlr IVo. Oyyo i4wuo
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
Ik-) 2. The drainage area to the system contains no more than the permitted amount of built -upon area.
/L 3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
/J64. All roof drains are located such that the runoff is directed into the system.
P-5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
J /18. All slopes are grassed with permanent vegetation.
-J-0)9. Vegetated slopes are no steeper than 3:1.
I10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
'1 12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a forebay, and the
vegetated filter.
/k15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DEMLR Regional Office
Inspector, Brunswick County Building Inspections
JECEIVE
JAN 2 6 2023
Page 10 of 10

��o�pb 5 ECEIVE
CD ���� J��� DEC 0 2101�
BY:_
SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR
BRUNSWICK FOREST RESIDENTIAL PROPERTY
ANNEXING REAL PROPERTY
Prepared by: MURCHISON, TAYLOR, & GIBSON, PLLC
16 North Fifth Avenue, Wilmington, NC 28401
NORTH CAROLINA
BRUNSWICK COUNTY
This SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRUNSWICK FOREST
RESIDENTIAL PROPERTY ANNEXING REAL PROPERTY ("Supplemental Declaration") is
made as of this2t{ day ofb[t1gr.6c2014, by FUNSTON LAND & TIMBER, LLC, a limited
liability company organized and existing under the laws of the state of North Carolina
("DECLARANT").
W ITNESSETI-I:
WHEREAS, the DECLARANT heretofore executed that certain Master
Declaration of Covenants, Conditions, and Restrictions for Brunswick Forest Residential
Property and caused the same to be recorded in Book 2359, Page 362 in the Brunswick County
Registry (as the same may be amended and/or supplemented, the "Declaration');
WHEREAS, in Section 9.1 of the Declaration, the DECLARANT reserved the light
to annex additional properties to the Declaration by recording a Supplemental Declaration;
WHEREAS, the DF.,CLARANT desires additional property designated as
WHEREAS, the DECLARANT desires additional property designated as Lots I Thru 20; Lots
40 Thru 67; and Lots 90 Thru 96, Phase 1, Section 4) to be annexed to and made subject to the
Declaration;
84893.9- DWQ

WHEREAS, in Section 10.11, Section 10.12 and Section 19.1 of the Declaration,
the DECLARANT reserved the right to amend the Declaration and subject the Property to
additional stormwater restrictions;
WHEREAS, the DECLARANT desires to amend the Declaration to clarify the
maximum built upon area, including impervious surfaces, applicable to the property being
annexed hereunder;
NOW THEREFORE, in accordance with its rights under Section 9.1, Section
10.11. Section 10.12 and Section 19.1 of the Declaration, the DECLARANT does hereby amend
the Declaration as follows:
A. DECLARANT hereby subjects all of the property described in Exhibit A, attached
hereto and incorporated herein by reference ("the Property'), to the provisions of the Declaration
and annexes such real property into Brunswick Forest Residential Property.
B. DECLARANT hereby supplements Section 10.12(a) of the Declaration as follows:
1110.12. Site Coverage and Storm water Runoff Rules.
(a) The ibllowing restrictions in this Paragraph 10.12(a) shall apply ont'V to that
property described in Exhibit A, attached to this Supplemental Declaration and incorporated
herein by reference.
(1) The covenants in this Paragraph 10.12(a) are intended to ensure ongoing
compliance with state stormwater management Permit Number SW8 as
amended, as issued by the Division of Water Quality under NCAC 2H.1000 and any
subsequently issued permits or modifications thereof (the "Permit") and may not be changed or
deleted without the consent of the State of North Carolina, Division of Water Quality, or its
successor agency.
(2) The State of North Carolina is made a beneficiary of the covenants
contained in this Paragraph 10.12(a) to the extent necessary to maintain compliance with the
Permit.
(3) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
(4) Alteration of the drainage as provided in the Pennit may not take place
without the concurrence of the Division of Water Quality, or its successor agency.
(5) The maximum allowable built -upon area per Lot, in square feet; is as
listed below for those lots in Brunswick Forest, Phase 1, Section 4-A:
Phase #
Section #
Lot #
Max BUA
1
4
1-20; 55-58; 96
6,300 sq. ft.
849939- DWQ

1
4
40-54; 59-67
6,000 s . ft.
1
4
90-95
E 6,000 s . ft.
These allotted amounts include any built -upon area constructed within the Lot property
boundaries and that portion of the right-of-way between the front lot lines and the edge of the
pavement. Built -upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
(6) All runoff from the built -upon areas on a Lot must drain into the permitted
stormwater 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 directing them
into the pond or street. Lots that naturally drain into the stormwater system are not required to
provide these additional measures."
C. DECLARANT hereby declares that the Property shall be held, sold, and conveyed
subject to the Declaration, as amended by this Supplemental Declaration, which covenants shall
run with title to the Property and shall be binding on all parties having any right, title, or interest
in the described Property or any part thereof, and shall inure to the benefit of each owner thereof.
84a93.9- nwp 3

EXCEPT AS AMENDED AND SUPPLEMENTED HERETOFORE AND HEREIN, the
Declaration shall be and remain in full force and effect.
FUNSTON LAND & Tllj,
t> cLLC
a North Carolina lie i emm.
By:
Name:
Its:
STATE OF NORTH CAROLINA
COUNTY OFF-,3ic�G
(County what ackrowleJgnim taken)
ICE a Notary Public for
yg County, Arth Carolina, do hereby certify that Allen Jefferson Eam,
Manager of FUNSTON LAND & TIMBER, LLC, a North Carolina limited liability company,
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument on behalf of said company.
Witness my hand and official seal this the -2-q day of N tQVQ^-6,# r, 2014.
My Commission Expires:
-11- 2.ovs
84893.9- DWQ
D
�otary Public

IV. PROJECT INFORMATION 1. In the space provided below, briefly summarize how the stormwater runoff 4�11F bbett?eaatL—Tj
2, a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 20.10 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:20.10 acres
Total project area shall be calculated to exclude the following: the nornial pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlwids landward of the NHW (or MHW) lute nary
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 50 °/
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each
area provided in the same format as below.
Basin Information
Drainage Area 34
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Mallory Creek
Stream Class *
C;Sw
Stream Index Number *
18-78
Total Drainage Area (so
875,680 sf
On -site Drainage Area (so
875,680 sf
Off -site Drainage Area (sf)
0
Proposed Impervious Area**
s
437,840
% Impervious Area** total
50%
Impervious' Surface Area
Drainage Area 34
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
337,000**
revised
On -site Streets (so
64,900
On -site Parking (sf)
0
On -site Sidewalks (so
26,506
Other on -site (so
0
Future(sf)
8,934**
revised
Off -site (so
0
Existing BUA*** (sf)
0
Total (so:
437,840
Stream Class and Index Number can be determined ak http✓/portd.nedcur.ory veb/uq/ys/esu/classificntions
Impe vio is area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Usoa�-i 5
DEC 0 2 2014
BY:
SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR
BRUNSWICK FOREST RESIDENTIAL PROPERTY
ANNEXING REAL PROPERTY
Prepared by: MURCIiISON,'I'AYLOR, & GIBSON, Pl_LC
16 North Fifth Avenue, Wilmington, NC 28401
NORTH CAROLINA BRUNSWICK COUNTY
This SUPPLEMENTAL DECLARATION TO MASTER DECLARATION OF
COVENANTS, CONDITIONS, AND RESTRICTIONS FOR BRUNSWICK FOREST
RESIDENTIAL PROPERTY ANNEXING REAL PROPERTY ("Supplemental Declaration") is
made as ofthis2t-1 day ofL-J�M4, by FUNSTON LAND & TIMBER, LLC, a limited
liability company organized and existing under the laws of the state of North Carolina
("DECLARANT").
WITNESSETH:
WHEREAS, the DECLARANT heretofore executed that certain Master
Declaration of Covenants, Conditions, and Restrictions for Brunswick Forest Residential
Property and caused the same to be recorded in Book 2359, Page 362 in the Brunswick County
Registry (as the same may be amended and/or supplemented, the "Declaration");
WHEREAS, in Section 9.1 of the Declaration, the DECLARANT reserved the right
to annex additional properties to the Declaration by recording a Supplemental Declaration;
WHEREAS, the DECLARANT desires additional property designated as
WHEREAS, the DECLARANT desires additional property designated as Lots 21 Thru 39 and
Lots 68-89, Phase 1, Section 4) to be annexed to and made subject to the Declaration;
8093.9- DWp

WHEREAS, in Section 10.1 1 Section 10.12 and Section 19.1 of the Declaration,
the DECLARANT reserved the right to amend the Declaration and subject the Property to
additional stonmwater restrictions;
WHEREAS, the DECLARANT desires to amend the Declaration to clarify the
maximum built upon area, including impervious surfaces, applicable to the property being
annexed hereunder;
NOW THEREFORE, in accordance with its rights under Section 9.1, Section
10.11, Section 10.12 and Section 19.1 of the Declaration, the DECLARANT does hereby amend
the Declaration as follows:
A. DECLARANT hereby subjects all of the property described in Exhibit A, attached
hereto and incorporated herein by reference ("the Property"), to the provisions of the Declaration
and annexes such real property into Brunswick Forest Residential Property.
B. DECLARANT hereby supplements Section 10.12(a) of the Declaration as follows:
"10.12. Site Coverage and Stormwater Runoff Rules.
(a) The following restrictions in this Paragraph 10.12(a) shall apply only to that
property described in Exhibit A, attached to this Supplemental Declaration and incorporated
herein by reference.
(1) The covenants in this Paragraph 10.12(a) are intended to ensure ongoing
compliance with state stormwater management Permit Number SW8 050927 MOD as
amended, as issued by the Division of Water Quality under NCAC 2H.1000 and any
subsequently issued permits or modifications thereof (the "Permit") and may not be changed or
deleted without the consent of the State of North Carolina, Division of Water Quality, or its
successor agency.
(2) The State of North Carolina is made a beneficiary of the covenants
contained in this Paragraph 10.12(a) to the extent necessary to maintain compliance with the
Permit.
(3) These covenants are to run with the land and be binding on all persons and
parties claiming under them.
(4) Alteration of the drainage as provided in the Permit may not take place
without the concurrence of the Division of Water Quality, or its successor agency.
(5) The maximum allowable built -upon area per Lot, in square feet, is as
listed below for those lots in Brunswick Forest, Phase 1, Section 4:
Phase #
Section #
Lot #
Max BUA
]
4
21-23; 78-79; 38
6,300 s . ft.
848939- DWQ

1
4
24-37
6,400 s . ft.
1
4
68-77; 80-89; 39
6,000 s . ft.
These allotted amounts include any built -upon area constructed within the Lot property
boundaries and that portion of the right-of-way between the front lot lines and the edge of the
pavement. Built -upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
(6) All runoff from the built -upon areas on a Lot must drain into the permitted
stonnwater 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 directing them
into the pond or street. Lots that naturally drain into the stormwater system are not required to
provide these additional measures."
C. DECLARANT hereby declares that the Property shall be held, sold, and conveyed
subject to the Declaration, as amended by this Supplemental Declaration, which covenants shall
run with title to the Property and shall be binding on all parties having any right, title, or interest
in the described Property or any part thereof, and shall inure to the benefit of each owner thereof
84893.9- DWQ

EXCEPT AS AMENDED AND SUPPLEMENTED HERETOFORE AND HEREIN, the
Declaration shall be and remain in full force and effect.
FUNSTON LAND�,C Tpl3NERR
a North Carolina Ii it >abtli comn:
By:
Name:
Its:
STATE OF NORTH CAROLINA
COUNTY OFjP-"MSk-0
(County ulmv acknowkxllnnmt take)
//��
I, �l� a Notary Public for
tzLl'm�' ' County, N th Ca olina, do hereby certify that Allen Jefferson Eam,
Manager of FUNSTON LAND & TIMBER, LLC, a North Carolina limited liability company,
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument on behalf of said company.
Witness my hand and official seal this the 2.4 clay of _N DL�, 2014.
Notary Public
My Commission Expires:
Q-(l -ZO> t-s
94893.9- DWQ

EXHIBIT A
BEING all of those certain tracts or parcels of land lying and being; in Town of Leland,
Towncreek "Township, Brunswick County, North Carolina, and being more particularly described
as follows:
All of that property shown on the plat entitled "Plat of Brunswick Forest, Phase 1,
Section 4, Lots 1 Thru 96" which plat is recorded in Map Cabinet _ at Page
of the Brunswick County Registry, reference to said plat is hereby made
for a more particular description.
84893.9- DWO 5

Project Area-875,680 sf
Maximum Impervious = 50%
or 437,840 sf Proposed Impervious
Lots total - 337,500 sf
Sidewalks - 26,506 sf
Streets - 641900 sf
Safety / Future - 8,934 sf
64
I 65'
Total
Impervious = 437,840 sf
63
66
62
67
Lots
(1-20) -
6,300
sf each
61
Lots
(40-54) -
6,000
sf each
601 093 92 91 Lots
(55-58) -
6,300
sf each
STREETS (BC) 94 90
64,900 Sq. Feet Lots
(59-67) -
6,000
sf each
SIDEWALK 59
1.5 Acres 6285 Sq. Feet 95 Lots
(90-95) -
6,000
sf each
0.1 Acres 56 Lots
(96) -
6,300
sf each ECEI
96 STREETS (BC) = 64,900 s!
SIDEWALK SIDEWALKS z 26,506sr
DEC 02
8969 Sq. Feet 57 FUTURE = 8,934 Sir
0.2 Acres 56
48
47
BY:
1 50 49
55 51
46
2 54 53 52
45 44
3
43
4
42
5 12 13 14
41 40
6 11
7 8 9 10
Copyright®, Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only copies from the original of this document,
marked with the original signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true copies.
F:\AII\BForest\MASTER DRAWINGS\resl\
Phase 1—Section 4\waldon II\Engineering\base 2013revised.dwg (Layout NCDENR—Impervious Tracking -
is
16
17
18
19 SIDEWALK
20 11252 Sq. Feet
0.3 Acres
Revised 26 November 2014
BRUNSWICK FOREST
Phase 1 Section 4 (Impervious Totals)
HANOVER DESIGN SERVICES, P.A. POND 34
CgND SURbE 1123FLORMPARKWAgNO FYANNERS JAN VARY 2014
11R FLORAL PARKWAY { } WILMINGTON,N.C. 38403
PHONE: (910) 3,rffi
LICENSE # C-0 97

Project Area-9,753,274 sf (Original 9,001,674 sf + Additional D/A of '751,600 sf)
Maximum Impervious = 32%
or 3,119,303 sf (Original 2,734,403 sf +Additional D/A of 384,900 sf)
See (SW8 050927 Mod)
SIDEWALK
5204 Sq. Feet
0.1 Acres
68
69
STREETS BC
85304 Sq. Feet
70 71
72
2.0 Acres
73
CRosS „„ mow•• 74 75
WATER 76 78
32
SIDEWALK
7767 Sq. Feet
fRCLE C 77
0.2 Acres
89
88
87
86 85
84
83 82
81 80 79
33
r:_
r=_
�3
Aq
O$
STREETS (8C) = 67, 000 sf
m `
SIDEWALKS = 27,187 sf
A
FUTURE = 17,313 sf
m
Lots (21-23) -
6,300
sf each
Lots (24-37) -
6,400
sf each
37
Lots (38) -
6,300
39 38
sf each
Lots (39) -
6,000
sf each
Lots (68-77) -
6,000
SIDEWALK
sf each 2942 Sq. Feet
Lots (78-79) -
6,300
0.1 Acres
sf each 21 23
24
22
Lots (80-89) -
6,000
sf each
Copyright®, Hanover Design services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions or deletions to this
document, in whole or part, without written consent of the Land Surveyor or Engineer, is prohibited. Only espies from the anginal of this document.
marked with the anginal signature and original seal of the Surveyor or Engineer, shall be considered to be valid and true oopies.
1\
Phase 1
201
NCDENR-1
FUTURE DEVELOPMENT
95,450 Sq. Feet
2.2 Acres
Proposed Impervious (New D/A
Lots total - 253,400 sf
Sidewalks - 27,187 sf
Streets - 87,000 sf
Safety / Future - 17,313 sf
Total Impervious = 384,900 sf
31
30
p 29
34 o a
N�
ymQ 28
35 n
36
25
27
SIDEWALK
26 5541 Sq. Feet
0.1 Acres
�v �- SIDEWALK
5733 Sq. Feet
0.1 Acres
Revised 26 November 2014
BRUNSWICK FOREST
Phase 1 Section 4 (Impervious Totals)
HANOVER DESIGN SERVICES, P.A. POND JL-2
CgND SURIAE1'M3.LORAL FRS6CANa FYAMVERS JAN VARY 2014
1123 FLORAL PARKWAY {}
WILMINGTON,NO. 25400
PHONE: (910) 34MOK2
LICENSE F C-0597