SW8160613_CURRENT PERMIT_20230823

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 I � O(O ( 3
DOC TYPE ll_ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �� Dea,3
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S.BISER
secretary
DOUGLAS R.ANSEL NORTH CAROLINA
Interim Director Environmental Quality
August 23, 2023
Brown Investment Properties, Inc, co-owner STEF, LLC, co-owner
Attn: Chester H. Brown, III, President Attn: Robert M. Abee, Manager
1007 Battleground Ave, Suite 401 3108 Eaton Road
Greensboro,NC 27408 Raleigh,NC 27608
Carteret Place Investors, LLC, co-owner
Brown Investment Properties, Inc, Member
Attn: Chester H. Brown, III, President
1007 Battleground Ave, Suite 401
Greensboro,NC 27408
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8 160613
The Preserve and Retreat at Carteret
Carteret County
Dear Mr. Brown and Mr. Alice:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on August 6,2023. The Division is hereby notifying you that permit SW8160613 has been
renewed, updated, and re-issued on August 23, 2023, as attached. As requested, a copy of the current operation
and maintenance agreement is also enclosed. 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 July 13,2032 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 a better 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 Ashley Smith in the Wilmington Regional
Office, at(910) 796-7215 or [e-mail].
Sincerely, t,i1
Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
EQ Wilmington Regional office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
riamw cuwurw ./
910.796.7215

le State Stormwater Permit No. SW8 160613
Page 2 of 2
Enclosures: Attachment C—Permitting History
copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: \\\Stormwater\Permits&Projects\2016\I60613 HD\2023 08 permit 160613
cc: Wilmington Regional Office Stormwater File
,tt North Carolina Department of Environmental Quality I Division of Energy.Mineral and Land Resources
J/ Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North.Carolina 28405
-eu�amcawurw v
910.796.7215

Post-Construction Stormwater Management
Permit No. SW8 160613
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
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
Brown Investment Properties, Inc., STEF, LLC, and Carteret Place Investors, LLC
The Preserve at Carteret Place and The Retreat at Carteret Place
316 Friendly Road, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 as amended by Session Law (SL) 2008-211 and subsequently
amended on January 1, 2017 (2017 Rules) (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 July 24, 2032 and shall be subject to the
following specified conditions and limitations. The permit issued shall continue in force and effect until
the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 of this permit. The runoff from all built-upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control measure.
The stormwater control measures labeled Pond A and Pond B treating Drainage Areas 1 and
2, respectively, have been designed to handle the runoff from 203,200 and 294,400 square
feet of built-upon area, respectively.
3. The maximum built-upon area allowed for the entire project is 497,600 square feet.
Page 1 of 6

Post-Construction Stormwater Management
Permit No. SW8 160613
4. The drainage areas will be limited to the amount of built-upon area indicated in Sections 1.2
and 1.8 of this permit, and per approved plans. The built-upon area for the future development
within Drainage Area 1 and 2 is limited to 11,762 sf(9,787 sf in Phases 1 and 2 and 1,975 sf in
Phase 3) and 10,188 square feet, respectively.
5. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal waters.
6. A vegetated filter strip is not required for these ponds as they have been designed for a 90%
total suspended solids removal efficiency.
7. All runoff being directed into wetlands shall flow into and through those wetlands at a non-
erosive velocity.
8. The following design criteria have been permitted for the wet detention pond and it must be
provided and maintained at the design condition:
Pond A Pond B
DA 1 DA 2
a. Drainage Area, acres: 7.16 10.34
Onsite, SL 2008-211, ftZ: 304,000 450,550
Onsite, 2017 Rules, ftZ: 8,000 0
Offsite, ft2: 0 0
b. Total Impervious Surfaces, ftZ: 203,200 294,400
Onsite, SL 2008-211, ftZ: 167,200 294,400
Onsite, 2017 Rules, ftZ: 36,000 0
Offsite, ftZ: 0 0
c. Average Pond Design Depth, feet. 5.5 6.0
d. TSS Removal Efficiency: 90% 90%
e. Design Storm, inches: 1.5 1.5
f. Permanent Pool (PP) Elevation, 13.00 12.00
FMSL:
g. Permitted PP Surface Area, ftZ: 13,144 17,528
h. Temporary Storage Elevation, 14.42' 13.70
FMSL:
i. Permitted Storage Volume, ft3: 24,906 38,576
j. Predevelopment 1 yr-24 hr. 0.20 0.32
discharge rate, cfs:
k. Controlling Orifice, inch PJ pipe: 2.25 3.00
I. Orifice Flow Rate, cfs: 0.15 0.17
m. PP Volume, ft3: 55,398 83,349
n. Forebay Volume, ft3: 10,582 16,474
o. Maximum Fountain Horsepower: 1/6 1/3
p. Receiving Stream/River Basin: Peletier Creek/White Oak
q. Stream Index Number: 20-36-11
r. Classification of Water Body: SIB
As-built condition
9. The subdivided Outparcel 1 for Phase 3 of this development, The Retreat at Carteret Place, is
limited to a maximum of 94,850 square feet of built-upon area, as indicated in the approved
plans and specifications. The built-upon area for the future development within this outparcel
is limited to 1,975 square feet, which is included in future allocation listed in Section 1.4.
10. If the ownership of the outparcel is not retained by the permittee, the new owners shall submit
a separate off-site stormwater permit application to the Division and receive approval prior to
construction or at the time of the property transfer. The permittee shall ensure that the owner
of the commercial lot has obtained the separate off-site stormwater management permit.
Page 2 of 6

Post-Construction Stormwater Management
Permit No. SW8 160613
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately. 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.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this Pond A is 1/6 horsepower, and in Pond
B is 1/3 horsepower.
6. 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.
7. Recorded deed restrictions and protective covenants must be recorded with the Office of the
Register of Deeds, will be incorporated into this permit by reference, and include, at a
minimum, the following statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 160613, 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 Division.
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 94.850 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 has
the same meaning as G.S. 143-214.7, as amended.
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.
h. Built-upon area in excess of the permitted amount will require a permit modification to
ensure compliance with the permit and stormwater rules.
Page 3 of 6

Post-Construction Stormwater Management
Permit No. SW8 160613
i. A 50-foot wide vegetative setback must be provided and maintained adjacent to all surface
waters, measured horizontally from the normal pool elevation of impounded structures,
from the top of bank of each side of streams or rivers, and from the mean high waterline of
tidal waters, perpendicular to the shoreline.
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 NCGS 143, Article 21.
k. Each lot within the subdivision whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division and receive a permit prior to any construction on the lot.
8. 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.
9. The maximum built-upon area assigned to each lot via this permit and the recorded deed
restrictions and protective covenants may not be increased or decreased by either the
individual lot owner or the permittee unless and until the permittee notifies the Division and
obtains written approval from the Division.
10. The permittee shall review each lot for new construction and all subsequent modifications and
additions to ensure compliance with the conditions of the permit and the approved plans and
specifications. The plans reviewed must include all proposed built-upon area, grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed built-upon area has been exceeded, or where modifications to the grading or to the
storm drainage system are proposed unless and until a permit modification has been approved
by the Division. The permittee may establish an Architectural Review Board (ARB) or
Committee (ARC) to conduct these reviews. However, any approval given by the ARB or ARC
on behalf of the permittee does not relieve the permittee of the responsibility to maintain
compliance with the conditions of the permit and the approved plans and specifications.
11. The permittee is responsible for verifying that the proposed built-upon area on each individual
lot and for the entire project does not exceed the maximum amount allowed by this permit.
The permittee shall routinely monitor the lots for compliance with permit, the approved plans
and specifications, and the recorded deed restrictions and protective covenants. 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.
12. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, 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.
13. All stormwater collection and treatment systems must be located in either public rights-of-way,
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights-of-way, common areas and easements, in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
Page 4 of 6

Post-Construction Stormwater Management
Permit No. SW8 160613
14. 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
stormwater control measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading or resizing of any
component of the approved stormwater control measure, stormwater collection system
and/or vegetative conveyance system shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material within the common areas to be considered a permeable surface that were not
included in the approved plans and specifications.
g. 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.
h. Other modifications as determined by the Director.
15. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification in
writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on-site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
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.
Page 5 of 6

Post-Construction Stormwater Management
Permit No. SW8 160613
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.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which may be imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit renewed, updated and reissued this the 23rd day of August 2023.
NORTH CAROLINAnEQNVIRONMENTAL MANAGEMENT COMMISSION
_W
Douglas R. Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160613
Page 6 of 6

Attachment C-Permitting History
The Preserve(Phase 1 and 2)and Retreat(Phase 3)at Carteret Place
Permit No.SW8 160613
Approval Permit Action BIMS Description of the Changes
Date Version
7/13/2016 Original 1.0 1 wet pond subject to SL 2008-211
Approval
I. Pond A/Drainage Area 1: An increase in drainage area(DA)due to the roadway
connection to Phase 2. An increase in the average depth from 5.0 ft to 5.5 ft. An
9/23/2016 Modification 1.1 increase in total built-upon area(BUA).The allocation of proposed BUA for the
amenity center.
2. Added Pond B/Drainage Area 2 for Phase 2 of this development.
1. Pond A/Drainage Area 1: Developing Phase 3 by creating Outparcel I for a single
multifamily building and associated infrastructure. This outparcel increases the DA
and BUA to Pond A.The increased areas are subject to the 2017 rules.The proposed
11/14/2019 Modification 1.2 grasspave has been counted as BUA and is not seeking credit as an infiltrating
permeable pavement.
2. Adding a second and third owner and co-pennittee.
3.Noting that Phase 3 is called The Retreat at Carteret Place. Phases I and 2 remain
The Preserve at Carteret Place.
8/23/2023 Renewal 2.0 Expiration Date:July 13,2032
Page 1 of 1

= 7' Operation & Maintenance:Agreernent ,
Project Name: The Preserve at Carteret Place
Project Location: 316 Friendly Road, Morehead City
( Cover Page _ I
Maintenance records shall be kept on the following BMP(s). This maintenance record shall 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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply&corres onding O&M tables will be added automatically):
Bioretention Cell Quantity: Location(s):
Dry Detention Basin Quantity: Location(s):
Grassed Swale Quantity: Location(s):
Green Roof Quantity: Location(s):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Level Spreader/VFS Quantity: Location(s):
Permeable Pavement Quantity: Location(s):
Proprietary System Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Sand Filter Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Wet Detention Basin Quantity: 2 Location(s): Pond A-Galantis Rd; Pond B-FriendlyRd
Disconnected Impervious Area Present: No Location(s):
User Defined BMP Present: No Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
' Responsible Party: Chester H. Brown III
Title&Organization: President, Brown Investment Properties, Inc.
Street address: 440 West Market Street
City, state,zip: Greensboro, NC 27401
Phone number(s): 336-379.8771
Email: [e-mail]
Signature: Date:
I, J10 Y'V ?6K) a Notary Public for the State
/o1f��__A/ vr•J h rd Ji rice_.
County of rl1fDYo1 do hearby certify that Wrl1�
personally appeared before me this day of Le&-4,yg bnX 4617 and
acknowledge the due execution of the Operations and Maintenance Agreement . C
Witness my hand and official seal, -o/a�^-1� M. c7/A✓lNY'1c9Y1 CC(FIVE
OCT 15 2019
. 0. HOLLYM.
HARMON BY:
NOURV PUBLIC PUBLIC
r �i • +
GUUORD COUNTY.NC `
i
Seal My commission expires /Y /� D oa
STORM-EZ 9/16/2019
Version 1.4 O&M Manual Page 1 of 4

/
�
Project Name:lThe Preserve at Carteret Place
Project Location:1316 Friendly Road, Morehead City
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BIVIP elements noted in the inspection will be corrected, repaired,or replaced immediately. These deficiencies can
uffoot the integrity of structures, safety nf the public, and the pollutant removal efficiency(f thoOiWP(s).
The Bh1P(u) nn this project include (check all that apply g O&M tables will e added automatically):
Bio,e1on\ionCd| Quantity: Louxtion(s):
Dry Detention Basin Quantity: Looation(o):
Grassed Swale Oouo1ky: Looation(o):
Green Roof Quantity: Louation(u):
Infiltration Basin Quantity: Luoation(s):
Infiltration Trench Quantity: Lnooion(s):
LovoSp,oudorNFG Quantity: Locatioo(s):
Permeable Pavement Quantity: LooaVon(a):
Proprietary System Quantity: Locahon(o):
Rainwater Harvesting Quantity: Luoution(u):
Sand Filter Quantity: Looation(o):
Sto/mwaterVYet|aod Quantity: Looahon(o):
Wet Detention Basin Quantity: 2 Locohon(s): Pond A-Galantis Rd; Pond B-Friendly Rd
Disconnected Impervious Area Present: No Looution(o):
User Defined 8IVIP Present: No Looution(o):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BIVIP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
^ Responsible Party: Robert M. Abee
Title&Organization:
Street address: 3108 Eaton Road
City, state,zip: Raleigh, NC 27608
Phononumhor(n): 919-608-2300
Email:
0g Date:
|' we . 0 Notary Public for the State of
County of .dnhourbycertify that
personally appeared before mothis day of and
acknowledge the due execution of the Operations and Maintenance
Witness my hand and official seal, '
Sea) � ' / YNy commission expires /"
STORM-EZ ' 9/16o019
Version 1.4 O&M Manual Page 1m4

Operation Ma ntenanceAgreememt
Project Name:FThe Preserve at Carteret Place
Project Location: 316 Friendly Road, Morehead City
Maintenance records shall be kept on the following BIvl This maintenance record shall 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 pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply&corresponding O&M tables will be added automatically):
Bioretention Cell Quantity: Location(s):
Dry Detention Basin Quantity: Location(s):
Grassed Swale Quantity: Location(s):
Green Roof Quantity: Location(s):
Infiltration Basin Quantity: Location(s):
Infiltration Trench Quantity: Location(s):
Level Spreader/VFS Quantity: Location(s):
Permeable Pavement Quantity: Location(s):
Proprietary System Quantity: Location(s):
Rainwater Harvesting Quantity: Location(s):
Sand Filter Quantity: Location(s):
Stormwater Wetland Quantity: Location(s):
Wet Detention Basin Quantity: 2 Location(s): Pond A-Galantis Rd; Pond B-FriendlyRd
Disconnected Impervious Area Present: No Location(s):
User Defined BMP Present: No Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Responsible Party: Chester H. Brown, III-President of Brown Investment Properties Inc.
Title&Organization: Member, Brown Investment Properties, Inc.
Street address: 440 West Market Street
City, state, zip: Greensboro, NC 27401
Phone number(s): 336-379-8771
��� Email: [e-mail]
Signature: Date:
Datee:
A JAJ M- / y-W)b n a Notary Public for the State of /V/6
County of r ) w Ind do hearby certify that N• vi n,
personally appeared before me this day of De-h b P-Y ADI 9 and
acknowledge the due execution of the Operations and Maintenance Agreement.
�
Witness my hand and official seal, � , „M/ • �Q1�/Wt ell ®®®{�q
q GE
i ^""�`R HOLLYM.HARMON i
�: I.a ♦ NOTARY PUBLIC ♦ ♦ Noy
O 2�19
GUIIFORD COUNTY,NC
i
Seal My commission expires /' / yo/
STORM-EZ 10/30/2019
Version 1.4 O&M Manual Page 1 of 4

Wet Detention Pond Maintenance Requirements I
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
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 problem: How I will remedtate the problem:
The entire BMP Trash/debris is present. Remove the trash/debris.
The perimeter of the BMP Areas of bare soil and/or Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed. 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 approximately six inches.
long.
The inlet device The pipe is clogged. Unclog the pipe. Dispose of the sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged.
Erosion is occurring in the Regrade the swale if necessary to smooth it over and provide erosion
swale. control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or Remove sediment and replace with clean stone.
covered in sediment(if
applicable).
The forebay Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where it
original design depth for will not cause impacts to streams or the BMP.
sediment storage.
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 practices
show that pruning is needed to
maintain optimal plant health.
Plants are dead, diseased or Determine the source of the problem: soils, hydrology, disease, etc.
dying. 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.
STORM-EZ 9/16/2019
Version 1.4 O&M Manual Page 2 of 4

I Wet Detention Pond Maintenance Requirements(Continued) I
The main treatment area Sediment has accumulated to Search for the source of the sediment and remedy the problem if
a depth greater than the possible. Remove the sediment and dispose of it in a location where it
original design sediment will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50% Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50%of
the basin surface.
The embankment Shrubs have started to grow Remove shrubs immediately.
on the embankment.
Evidence of muskrat or Use traps to remove muskrats and consult a professional to remove
beaver activity is present. beavers.
A tree has started to grow on Consult a dam safety specialist to remove the tree.
the embankment.
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 Department of Environment and Natural
damage have occurred at the Resources Regional Office.
outlet.
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.
OCT 15 �019
BY:
STORM-EZ 9/1 612 0 1 9
Version 1.4 O&M Manual Page 3 of 4

1 Wet Detention^Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
A Permanent Pool El. Ifl
Permanent Pool El.Temporary Pool El: Temporary Pool El:Pretreatment other NoClean Out Depth: Clean Out Depth:than forebay? Sediment Removal El: Sediment Removal El:Has Veg. Filter? No Bottom Elevation: Bottom Elevation: 5.5
WET POND ID FOREBAY MAIN POND
© Permanent Pool El. 12 Permanent Pool El. 12
Temporary Pool EI: 13.7 Temporary Pool El: 13.7
Pretreatment other PN
o Clean Out Depth: 5 Clean Out Depth: 9
than forebay? Sediment Removal El: 7 Sediment Removal El: 3
Has Veg.Filter? o Bottom Elevation: 6 Bottom Elevation. 2
JENCEIVE
ov 1 b 2019
BY:
STORM-EZ 11/14/2019
Version 1.4 O&M Manual Page 4 of 4

- -- -- -- -
'"UEMLK UJt UNLY - "- -"-- __-- "--- "—
Date R ei 'ed Fee Paid Permit Number
�03 S�5 w8
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW 8 160613
2. Project name: The Preserve and Retreat at Carteret
3. Project street address:
City: Morehead City County: Carteret
ZIP : 28557
4. What, if any, changes have been made to the project as permitted? None
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at. https://deg.nc.gov/about/divisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at. https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-min era l-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property. FrO66- 60( &AQ P0l?01483, Inc.
1. Current Permit Holder's Company Name/Organization: t!S( P [cc
(6f�" )"Vpg4 ( rMs, Iw) �(GAsnF Pww hcsras cu)
2. Signing Official's Name: Chester Brown III LvK>,rr✓ [i,ggr f ��f.q AX,c
3. Signing Official's Title: N4anager Nla,.bv, MoroSI-/
4. Mailing Address: IooZ Qa4Ftc 5.eVnd
City: Greensboro State: INC ZIP
5. Street Address: 1007 Battleground Avenue
City: Greensboro State: NC ZIP
27408 33�-uD-ZgyG
6. Phone: Email: chetbrown cDbipinc.com p p
E,GEI Vd E
JUL 0 3 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:
1. A permit application processing fee of$505.00 payable to NCDEQ.
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.
Gg_ 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.
C-43 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.
G$ 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.
7. [IF APPLICABLE) When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
�CEIVE
JUL 0 3 2023
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I, (_kzAh. G3 V', a 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 a 4cplete.
Signature: Date: —ChJ1 23
T
NOTARIZATI N: / (�,
I, l l�1/n�� r ° rwio� / a Notary Public for the State of
N0✓L 1) lAv0 11Vlcl , County of / ✓p� do hereby certify
t✓l'leS r l <. P�yo w f� �" � ��
that u � 1c-r- personally appeared before me
this the ty 4-1 day of .JU t1e 2000 , and acknowledge the due
exe�4A&"U0 ft forgoing instrument. Witness my hand and official seal,
TO OTq
(Notar Sealer 2
�'1�P19ta6tu(r�`':d'G
��'• N . `��
My.L+brpC jV41UVjmYt`expires �J u hP aa. 0200� s
ECEI V E
JUL 0 3 2023
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No.
(to be PDY.W by DWQ)
®A/= o�pF NN A TF,9pG
NIMDR a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submifled.
The Required Items Checklist(Part/it)must be printed,(fled out and submitted along with all of the required information.
L.P.ROJECTINF.ORMATION:..
Project name The Preserve at Carteret Place
Contact person _ Brown Investment Properties,Inc.
Phone number 33G379-6771 - -
Date 10M2019
Drainage area number
I1.JDESIGNJNFORMATION.-,
Site Characteristics
Drainage area 312,000 ft
Impervious area,post-development 203,200 ilz
%impervious 65.13%
Design rainfall depth 1.5 In
Storage Volume: Non-SA Waters
Minimum volume required 24,610 ft
Volume provided 24,906 ft
OK volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5'runoff volume �asaaassaas
Post-development 1'�
evelopment 1--yr 24-hr, rung --- ,♦♦���velopment 1-yr.24-hr runoff ��'( •CA/��4���,
to
Minimum volume required to �����, F -S3/D
Volume provided �QO yq.�
Peak Flow Calculations SEAL 'C
Is the pre/past Control of the tyr 24hr storm peak flaw required? N (Y or N) 36970
1-yr,24-0r rainfall depth 3.7 1n : (�i ••el� gyp,
Rational C,pre-development �� �y '•. QINE • ♦♦♦
0.20(unitess) y ••ee.ee.•
Rational C,post-development 0.68(unitises) i�4CFA Y .NPN♦♦♦
Rainfall intensity:l-yr,24-hr stone 0.151N q
hr OK a
Pre-de (4git ` s _
Pre-0evelopment 1-yr,24-hr peak flow 0.22 ft/sec
Post-development 1-yr,24-hr peak flow 0.75 fy'/sec
Pre/Post 1-yr,24-hr peak now control 0,53i if
Elevations
Temporary pool elevation 14.42 trial
Permanent pool elevation 13.00 final
SHWT elevation(approx.at me peen,pool elevation) 13.50 fmsl
Top of 1011 vegetated shelf elevation 13.50 hral
Bottom of 10ft vegetated shelf elevation _. 12.50 tmsl
Sediment cleanout,top elevation(bottom of pond) 6.50 fmsl
Sediment cleanou4 bottom elevation 5.50 final
Sediment storage provided 1.00 ft
Is there additional volume stored above the state-required temp.pool? N (Y or N)
Elevation of the top of the additional volume - firms! EC E I nE
NOV 0 4 2019
BY:
Form SW401-Wet Downrion BaSWRft."18112
Pena I.811.Design Summary,Page 1 of 2

s Permit No.
-
(to be Provided by DWQ)
I1..DESIGN INFORMATION; ,
Surface Areas - -
Area,temporary pool 18,479 ft
Area REQUIRED,permanent pool 13,128 f?
SAIDA ratio _ 4.21 (un)fless)
Area PROVIDED,permanent pool,A,,,d _ 13,144 fl OK
Area,bottom of 10ft vegetated shelf,A L „ 10,118 ft
Area,sediment deanout,top elevation(bottom of pond),A,., 6,233 fts
Volumes
Volume,temporary pool 24,906 fts OK
Volume,permanent pod,Vp,,,,yey 55,398 fts
Volume,forebay(sum of forebays 6 more than one forebay) 10,582 fts
Forebay%of permanent pool volume 19.1%% OK
SAIDA Table Data
Design TSS removal 90%
Coastal SAIDA Table Used? Y (Y or N)
MountairdPiedmont SAIDA Table Used? (Y or N)
SAIDA ratio 4.21 (unidess)
Average depth(used in SAIDA table):
Calculation option 1 used?(See Figure 10-2b) N (Y or N)
Volume,permanent pool,V,,,,, 55,396 ft
Area provided,permanent pod,Ay,e1,,, 13,144 f?
Average depth calculated ft Need 3 ft min.
Average depth used In SAIDA,d„,(Round to nearest 0.511) _ _ ft
Calculation option 2 used?(See Figure 10-2b) Y (Y or N)
Area provided,permanent pod,A,,,,,.,„ 13144 fts
Area,bottom of toff vegetated shelf,A,,, 10,118 fts
Area,sediment deancul,tap elevation(bottom of pond),Ab,_P,a 6,233 f?
'Depth'(distance b/w bottom of 10ft shelf and top of sediment) 6.00 ft
Average depth calculated 5.29 ft OK
Average depth Iced in SAIDA,d,,,(Round to down to nearest 0.5ft) 5.5 It OK
Dawdown Calculations
Drawdown through orifice? Y _ (Y or N)
Diameter of once 0f circular) 2.25 in
Area of orifice(f-richcircular) 0
Coefficient of discharge(C.) 0.60(unlfless)
Driving head(Hj 0.47 It
Drawdown through weir? .. N (Y or N)
Weir type (unities)
Coefficient of discharge(C„) - _ (unitless)
Leath of web(L) It
Driving head(H) - _.. ft
Pre-development 1-yr,24-hr peak flow 0.22 fts/sec
Post-development 1-yr.24-hr peak flow - 075 6s/sec
Storage volume discharge rate(through discharge orifice or we'n) 0.09 f?/Sec;
Storage volume drawdown time 3.14 days OK,draws down in 2-5 days.
Additional Information
Vegetated sloe slopes 3:1 OK
Vegetated shelf slope 10:1 OK
Vegetated shelf width -- 10.0 It OK
Length of flowpath to width ratio - 5:1 OK [[��Length to width ratio 6.1 :1 OK k��p E I®�
`� E
Trash rack for overflow 8 office? Y (Y or N) OK
Freeboard providedft ,
Vegetated filter provided? N (YorN) OK NOV 0 41019
Recorded drainage easement provided? Y- - (Y or N) OK
Capures ell runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance oremergendesis: 'PUMPTOBE PROVIDED ONSITE BY----"'---
Farm SW401-Wei Detendw BashfRev."18112
Parts I.a II.Design Summery,Pepe 2 If

Permit No.
no be provided by D WQ)
AA OF W^�^A\TF9
h y
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out,printed and submitted.
The Required Items Checklist(Part fit)must be printed,filled out and submitted along with all of the required information.
I: PROJECT INFORMATION x>'=-=3 �.r :a 23s k ;•x, ,.' :f.'cTe `i`'*r '3 .'.'' .. iF .' : .a ..`.` s-+�r, <- .
Project name The Preserve at Carteret Place
Contact person Brown Investment Properties,Inc.
Phone number 336-379-8771
Date Q Zy 1�
Drainage area number 2-Pond B
MW _ mac
II:-DESIGNI INFORMATION.:-
Site Characteristics _
Drainage area 450,550 ftz
Impervious area,post-development 294,400 ft2
°k impervious 65.34% -
Design rainfall depth 1.5 in
Storage Volume: Non-SA Waters
Minimum volume required 35,934 ft3
Volume provided 38,576 fts OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters 3 `�•�,�(N,L`gR •,,
�� ,
1.5'runoff volume - it ���,0P 04
Pre 1-yr,24-hr runoff fls �•, ?�QpFEss/py 2,9'�
Post-development 1-yr,24-hr runoff ft3 Q C• y
Minimum volume required
Volume provided it,
i 38970
Peak Flow Calculations %C�y•'c:VQINE�P'••Q` %
Is the prelpost control of the tyr 24hr stone peak flow required? N (Y or N) ��i, �i �'•••••••� �����
1-yr,24-hr rainfall depth 3.7 in ,,,IFR Y. tVP��••
Rational C,pre-development 0.20 limitless) �aaa1141I4��T" Ot/l/v�k'"�
Rational C,post-development 0.68(unitless) V(-
Rainfall intensity:1-yr,24-hr storm 0.15 inlhr OK I Ilk,
Pre-development 1-yr,24-hr peak flow 0.32 ft'Isec 4
Post-development 1-yr,24-hr peak flow 1.08 flslsec
Pre/Post 1-yr,24-hr peak flow control 0.76 ft`lsec r+
Elevations
Temporary pool elevation 13.70 fmsl
Permanent pool elevation 12.00 fmsl
SHWT elevation(approx.at the perm.pool elevation) 12.50 fmsl
Top of 1 Oft vegetated shelf elevation 12.50 fmsl
Bottom of 1Oft vegetated shelf elevation 11.50 fmsl
Sediment cleanout,top elevation(bottom of pond) 3.00 fmsl
Sediment cleanout,bottom elevation 2.00 fmsl E C E I VE
Sediment storage provided 1.00 it
Is there additional volume stored above the slate-required temp.pool? N (Y or N) AUG 3 0 2016
Elevation of the top of the additional volume fmsl
BY:____
Form SW401-Wet Detention Basin-Rev.9.411e/12 Parts I.&It.Design summary,Page 1 of 2

Permit No.
(to be proWde0 ey DWO)
Ill.,DESIGN INFORMATION - �l
Surface Areas -
Area,temporary pool 27,925 ft°
Area REWIRED.permanent pool 16,521 ft'
SAIDA ratio 3,67(unilless)
Area PROVIDED,permanent pod.Ao„s_y°, 17;528 ft° OK.
Area,bottom of 10ft vegetated shelf,N,_&, 14,,874 fl
Area sediment cleanoul,lop elevatlo_n(bottom of pond).Aye r°ra. 4,155 fir
Volumes
Volume,temporary pool 3B 57610 OK ,:`\°,OPEN sCARO�%•�i
Volume,Permanent poip, 83,349 fta o` .QPO
. FLSS/�•.•2
Vdume,:forebay(sum offorebays it more than one forebay) 16.474(t'
Forebay%of permanent pool volume 19.8%°h OK SEAL r�
'SAIDA Table Data: • 36970
Design TSS removal
'Coastal SAIDA Table Used? Y (Y or N) �„ �y •�;h�QiNE •. �Q`,
,MounteinlPletlmonl SAIDA Table Used? N _(Y or N) �ai" '•••••'��
SAIDA ratio 3.67+(unilless)
�I/I►11/1\N \\
Average depth(used In SAIDA table):'
Calculation option 1 used?(See Figure 10-21b). N _ :(Y or N) i� •�V(/le•�:
Volume,Permanent pool,V._pm 83.349.ft3
Area Provided,Permanent pool,A�_,j .17,528
Aveiagedeplh calculated N Need 311 min.
.Average depth used In SAIDA,da,(Round to nearest 0.5ft) _ .ft
Calculation option 2 used?(See Figure 10r2b) Y (Y or N)
Area provided,permanent pool,A�.„y°y 17,528,
Area,bottom of 10f(vegetated shelf,Asa,e, 14,874 ft'
Area,sediment cleaned,top elevation(bottom of pond);Awiyq;° 4,155 re,
'Depth'(distance blw.bottom of OR shelf and top of sediment) 8.501t
Average depth calculated 5.90ft OK
Average depth used in SAIDA.dr,(Round to doom to nearest 08ft) 6.0 f1 OK
Drawdowo Calculations
Orawdo vn through orifice?, Y (Y or N),
`Dlametei,ol,oriflce:(if circular) 3.00:In !G
Area of orifice(d-nonrJrcular). in1 .y01c
CDefliiienfof discharge(C6) - 060:(bnitlees) CJ�P L tl
Driving head(Na) '.0.51 ft J
Diawdan tfiroughweiR N.... (Y or N)
Weir type '
- (unRloss)
Coefficient of dischage(Cal (unitless)
Length of weir(L); 8
Griping head(N). ft'
,Pre-devolopmenfl-yf,247hr peak Bow 0.32'flalsec
:Post-deveppment 1-yr.24-hr peak flow - 1.08 fi lseq
'Storage volume discharge rate(through discharge orifice or,weir) 0.10,Rrlsec.
s34IdaY -0K,thaws down In 2-5 days;
- Storage volume dmwoown farce 2.
Additional Information _
Vegetated side'slopes 3:1 OK.
Vegetated.shelf slopB 10 t1 OK.
Vegetated shell width 10.08 OK'
Length of flowpath to width ratio 4.1, OK
Length to width ratio 3.3':1 OK.
Trash rick for overflow:&orifice? Y (Y,or N) OK:
FreeboaNpruvided -3.9'it OK
,. _ _ .:N ._.(y:or N) OK
Vegetated filler provltled7
Recorded drainage easement provided?'' Y' (Y or N) OK
Copures all rani at ultimate build-out? y" -.(Y of N) OK
Drain mechanism for maintenance or emergencies is;: -PUMP TO BE PROVIDED ON SITE
Pans I.&P.Design summary,Page 2 of 2
Form 5W4D1-We1 DatengonBaslrvRev.9-0rt&f 2' -

• Permit No.
(to be provided by D WQ)
III. REQUIRED ITEMS CHECKLIST '
Please indicate the page or plan sheet numbers where the supporting documentation can be found.An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent,the agent may initial below.If a
requirement has not been met,attach justification.
Page/Plan
nitials Sheet No.
7�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.
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.
5 H_" 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.
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.
5. A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
verify volume provided.
5 H 2- A 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
I entire drainage area is stabilized.
I'11`} (L 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance(O&M)agreement.
m 1k 9. A copy of the deed restrictions(if required).
AA+A&A 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. Vper
ECEI
All 3 11111
BY:
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Part III.Requite tel—ms Checklist,Page 1 of 1

f 6Tms
` G 1J�jV�i State Stormwater Management Systems
v Permit No. SWB I60G13
The Preserve at Carteret Place
Stormwater Permit No. SW8 160613
Carteret County I
Designer's Certifications 4l^ ,C9
I, 33,r y1 NOUN as a duly registered _ E u r v e Y n the State
construction of the project,
of North Car ling, having be n authorized to observe (periodically/weekly/full time) the ? A&< t8
(
(Project) rr 1
for _ �rw, 1 NyQc� Mcwt (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
CA
Registration Number (� ``�•��'""`��
r OQQeFESSip4,
Date I ; �;e t
_ SEAL
026981
�hGIMe { s:
IS11e01 MJM,
im 1 e 201�
Page 6 of 7

i
State Stormwater Management Systems
Permit No. SW£1 160316
Certification Requirements:
V 1 . The drainage area to the system contains approximately the permitted acreage. l
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.
V 4. All roof drains'are located such that the runoff is directed into the system.
-/ 5. The outlet structure elevations are per the approved plan.
y/ 6. The outlet structure is located per the approved plans.
J 7. Trash rack is provided on the outlet structure.
48. 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.
J11. The permitted amounts of surface area and/or volume have been provided.
J 12. Required drawdown devices are correctly sized and located per the approved
plans.
J13, All required design depths are provided.
J14. All required parts of the system are provided, such as a vegetated shelf, and a
/ forebay.
J 15. The required system dimensions are provided per the approved plans.
All components of the Stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Town of Morehead City Building Inspections
Paae 7 of 7

- ECEI!/E
High Density Developments with Outparcels OCT 15 2019
Deed Restrictions & Protective Covenances
BY.
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed restrictions an
covenants are required for High Density Developments with Outparcels where outparcel lots will be subdivided
from the main tract and sold. Deed restrictions and protective covenants are necessary to ensure that the development
maintains a"built-upon"area consistent with the design criteria used to size the stormwater control facility.
I, Robert M.Abee, Member/Manager of STEF, LLC, acknowledge, affirm and agree by my signature below,that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or future
development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number SW8 160613 , as issued by the Division of Energy, Mineral and Land Resources 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 Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the
Division of Energy, Mineral and Land Resources.
6. The maximum built-upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel# BUA Outparcel# BUA
1 94,850
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, and coquina, but does not include
raised, open wood decking, the water surface of swimming pools or a surface of number 57 stone, as
designated by the American Society for Testing and Materials, laid at least four inches thick over a permeable
geotextile fabric.
7. The runoff from all built-upon area within the outparcel or future development area must be directed into the
permitted stormwater control system.
8. Built-upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel(s collection system into the stormwater control shall be made such that
short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the permittee, the new
owner shall submit a separate offsite stormwater permit application to the Division of Energy, Mineral and
Land Resources and receive a permit prior to construction.
11. The project and each outparcel will maintain a 50-foot-wide vegetated buffer between all impervious areas and
surface waters,.
Signature: Date: ✓J Z 0A7
I, kiss a A A� )e_a v a Notary Public in the State of
l�(7t 1ti CQ�c�� v�rx County of -OWI r,Sr.,-, , do hereby certify that
e. of A b e personally appeared before me this the Utz day of
S�-pternbev 20-g_, and acknowledge the due execution of the foregoing instrument.
Witness my hand and official see ,
Signature SEAL
My Commission expires ID
Page I of 1

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 21-1.1000, the Stormwater Management Regulations, deed restrictions and protective
covenants are required for High Density Developments with Outparcels where outparcel lots will be subdivided
from the main tract and sold. Deed restrictions and protective covenants are necessary to ensure that the development
maintains a"built-upon"area consistent with the design criteria used to size the stormwater control facility.
I, Chester H. Brown.11l President of Brown Investment Properties, Inc. Member of Carteret Place Investors
LLC, acknowledge, affirm and agree by my signature below,that I will cause the following deed restrictions and
covenants to be recorded prior to the sale of any outparcel or future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number SW8 160613 , as issued by the Division of Energy, Mineral and Land Resources 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 Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the
Division of Energy, Mineral and Land Resources.
6. The maximum built-upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel# BUA
1 94,850 sf
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, and coquina, but does not include
raised, open wood decking, the water surface of swimming pools or a surface of number 57 stone, as
designated by the American Society for Testing and Materials, laid at least four inches thick over a permeable
geotextile fabric.
7. The runoff from all built-upon area within the outparce/or future development area must be directed into the
permitted stormwater control system.
8. Built-upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made such that
short-circuiting of the system does not occur.
10, For those outparcels or future development areas whose ownership is not retained by the permittee, the new
owner shall submit a separate offsite stormwater permit application to the Division of Energy, Mineral and
Land Resources and receive a permit prior to construction.
it. The project and each outparce/will maintain a 50-foot-wide vegetated buffer between all impervious areas and
surface wat rs..
Signature: 1 Date: la o
I, a Notary Public in the State of
7Vdfl 1'1 t D/l hr� /
, County of ��� ✓ot , do hereby certify that
u^ �e u°✓ d Ohl personally appeared before me this the 36 day of
®t"uLL bw 201—q—, and acknowledge the due execution of the foregoing instrument.
Witness my hand and/official seal,
a
Signature �HOl4C M.MARMON
RY PUBLIC
3 ", 7 sl� O • �' �' GUIIfORD COUNTY,NC
/r / (f of U s ,
My Commission expires
Page I of I
�OV 0 k 2�19

High Density Developments with Outparcels ECE:gfs-,
Deed Restrictions & Protective Covenances OCT , ,
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed r rictions an d�pr�te�cOtiv
covenants are required for High Density Developments with Outparcels where outparcel Io$mill be subdivided
from the main tract and sold. Deed restrictions and protective covenants are necessary to ensure t11Mtm-deuelpA�t
maintains a "built-upon"area consistent with the design criteria used to size the stormwater control facility.
I, Chester H. Brown, III, President of Brown Investment Properties, Inc., acknowledge, affirm and agree by my
signature below, that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any
outparcel or future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number SW8 160613 as issued by the Division of Energy, Mineral and Land Resources 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 Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the
Division of Energy, Mineral and Land Resources.
6. The maximum built-upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel# BUA Outparcet# BUA
1 94,850
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, and coquina, but does not include
raised, open wood decking, the water surface of swimming pools or a surface of number 57 stone, as
designated by the American Society for Testing and Materials, laid at least four inches thick over a permeable
geotextile fabric.
7. The runoff from all built-upon area within the outparcel or future development area must be directed into the
permitted stormwater control system.
8. Built-upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made such that
short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the permittee, the new
owner shall submit a separate offsite stormwater permit application to the Division of Energy, Mineral and
Land Resources and receive a permit prior to construction.
11. The project and each outparcel will maintain a 50-foot-wide vegetated buffer between all impervious areas and
surface water
Signature: Date: �o L
�p // /Y), / rVYIO we) a Notary Public in the State of
I ^
0 r Vh Ca ro)iYlq County of t41 )d�rof do hereby certify that
0A,09ke 14. & k)✓t , / L personally appeared before me this the dO yt' day of
20A_, and acknowledge the due execution of the foregoing instrument.
Witness my hand and official seal,
,94Z4 /Y).
•eu..u.••uggf AaL....••a..�, t
Signature 0JC
� HOLLY M.HARMON �
/j � p7 . q ♦My Commission expires NOM PUBLIC
—/ / " GUILFORD COUNTY,NC
S
Page l of 1 t...............•...•.........:.