SW8160613_HISTORICAL FILE_20191114

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 1�06(3
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
D HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

u Q SLATE,
ti
ROY COOPER ,
Governor
MICHAEL S.PEGAN
secretory
S.DANIEL SMITH NORTH CAROLINA
Director Ertrironmental Quality
November 14, 2019
Brown Investment Properties, Inc, co-owner STEF, LLC, co-owner
Attn: Chester H. Brown, 111, President Attn: Robert M. Abee, Manager
440 West Market Street 3108 Eaton Road
Greensboro,NC 27401 Raleigh,NC 27608
Carteret Place Investors, LLC, co-owner
Brown Investment Properties, Inc, Member
Attn: Chester H. Brown, III, President
440 West Market Street
Greensboro,NC 27401
Subject: State Stormwater Management Permit No. SW8 160613
The Preserve at Carteret Place (Phase 1 and 2) and The Retreat at Carteret Place
(Phase 3)
High Density Subdivision Project
Carteret County
Dear Mr. Brown and Mr. Abee:
The Wilmington Regional Office received a complete, modified Stormwater Management Permit
Application for the subject project on November 4, 2019. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000 as amended by Session Law 2008-211 and subsequently amended on January 1,
2017 (2017 Rules). We are forwarding modified Permit No. SW8 160613 dated November 14, 2019, for
the construction, operation and maintenance of the BMP's and built-upon areas associated with the
subject project.
This permit shall be effective from the date of issuance until July 13, 2024 and the project shall be subject
to the conditions and limitations as specified therein and does not supersede any other agency permit that
may be required. 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.
Please refer to Attachment C for a detailed description of the current proposed major modification and a
list of all the past modifications approved during the effective period of the permit.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this
permit and is herein incorporated by reference. Please add the attached plans to the previously approved
plan set. Please replace the previous application (SWU-101), supplement, operation and maintenance
agreement with the attached modified versions.
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.
ten,�Dg
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
^�®+•�^ �� / 910.796.7215

i, State Stormwater Permit No. SW8 160613
Page 2 of 2
If you have any questions,or need additional information concerning this matter, please contact Christine
Hall in the Wilmington Regional Office, at(910) 796-7215.
Sincerely, c
S. Daniel Smith, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C—Permitting History
Application Documents
GDS/cash: \\\Stormwater\Permits&Projects\2016\160613 HD\2019 11 permit 160613
cc: Ginger Turner,Stroud Engineering
Town of Morehead City Building Inspections
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 160316
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
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') the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land
Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until July 13, 2024, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1 . This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. 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.
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.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 160316
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, ft2: 304,000 450,550
Onsite, 2017 Rules, ft2: 8,000 0
Offsite, ft2: 0 0
b. Total Impervious Surfaces, ft2: 203,200 294,400
Onsite, SL 2008-211, ft2: 167,200 294,400
Onsite, 2017 Rules, ft2: 36,000 0
Offsite, ft2: 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, FMSL: 13.00 12.00
g. Permitted PP Surface Area, ft2: 13,144 17,528
h. Temporary Storage Elevation, FMSL: 14.42' 13.70
i. Permitted Storage Volume, ft3: 24,906 38,576
j. Predevelopment 1 yr-24 hr. discharge 0.20 0.32
rate, cfs:
k. Controlling Orifice, inch 0 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: SB
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.
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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 160316
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. 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 a fountain in Pond A and Pond B is 1/6 and 1/3
horsepower, respectively.
6. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
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.
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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 160316
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 8

State Stormwater Management Systems
Permit No. SW8 160316
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, modi ing, removing, relocating, redirecting, regrading or resizing of any
component of he 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. Other modifications as determined by the Director.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
16. 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. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
4. Current Permittee Name or Address Changes: The permittee shall submit a
completed 'Permit Information Update Application Form" (available on the Division
website) to the Division within 30 days to making any one or more of the following
changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee;
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 160316
5. Permit Transfer: This permit is not transferable to any person or entity except after
notice to and approval by the Director. The permittee shall submit a completed and
signed "Permit Transfer Application Form" (available on the Division website)
accompanied by the required fee and supporting documentation as listed on the form,
to the Division at least 60 days prior to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of
an individual lot sale that is made subject to the recorded deed restrictions and
protective covenants;
b. The assignment or conveyance of declarant rights to another individual or entity,
c. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
d. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08,
e. Bankruptcy,
f. Foreclosure, subject to the requirements of Session Law 2013-121;
6. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
7. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. The permit issued shall continue in force and effect until the permittee files a request
with the Division for a permit modification, transfer, renewal, or rescission; however,
these actions do not stay any permit conditions.
9. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
10. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measure must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
11. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
12. A permit renewal request must be submitted at least 180 days prior to the expiration
date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit modified, updated and re-issued this the 14th day of November 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-k",b,;L(Z) &-R,
SDa�mith, Director
Division of Energy. Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160613
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 160316
The Preserve at Carteret Place
Stormwater Permit No. SW8 160613
Carteret County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 7 of 8

State Stormwater Management Systems
• Permit No. SW8 160316
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Town of Morehead City Building Inspections
Page 8 of 8

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 2008-21 1
Approval
1. 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 I: 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-permittee.
3. Noting that Phase 3 is called The Retreat at Carteret Place. Phases 1 and 2 remain
The Preserve at Carteret Place.
Page 1 of 1

Hall, Christine
From: Hall, Christine
Sent: Thursday, November 14, 2019 3:56 PM
To: Ginger Turner
Subject: RE: [External] RE: request for additional info - The Preserve at Carteret Place, SW8
160613
Thanks!
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ginger Turner [mailto:[e-mail]]
Sent: Thursday, November 14, 2019 2:21 PM
To: Hall, Christine<Christine.Hall @ncdenr.gov>
Subject: [External] RE: request for additional info -The Preserve at Carteret Place, SW8 160613
External email.Do not dick links or open attachments unless you ver fy.Send all suspiaous email as an attachment to
Please let me know if you need anything else.
Ginger Y. Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]
From: Hall, Christine <Christine.Hall @ncdenr.gov>
Sent:Thursday, November 14, 2019 2:06 PM
To: Ginger Turner<[e-mail]>
Subject: RE: [External] RE: request for additional info-The Preserve at Carteret Place, SW8 160613
Ginger,
Just a couple of calcifications. If I am understanding correctly, the Retreat at Carteret Place is the name for Phase 3 only
while Phase 1 and 2 are still called The Preserve at Carteret Place. If so, then can you update Section 1.1 of the
application to list both names?
With the clarification of the temporary pool elevation, I didn't see an updated last page of the 0&M agreement.
Can you email these two updated pages to me?
1`1U
1

F
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hall, Christine
Sent: Thursday, October 31, 2019 12:00 PM
To: Ginger Turner<[e-mail]>
Subject: RE: [External] RE: request for additional info-The Preserve at Carteret Place, SW8 160613
Hi Ginger,
If you wish to change the name for the drawings,that shouldn't create confusion. We are trying to document the
purpose of each modification (see the attached draft). If this development is called the Retreat at Carteret place, the
first page of the app can be updated to reflect the correct facility name.
I did get a set of pages from Mr. Brown this morning.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—Stale Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall[Dncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
ft.::T- - Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ginger Turner<[e-mail]>
Sent:Thursday, October 31, 2019 7:39 AM
To: Hall, Christine <[e-mail]>
Subject: [External] RE: request for additional info -The Preserve at Carteret Place, SW8 160613
Importance: High
�External email.Do not click lin or open attachments unless you verify.Send II suspicious email a an attachment to
Good morning! Will it be OK to change the name for the submitted Phase 3 Construction Drawings (Outparcel 1) or will
it cause confusion? I just found out the actual name for this development is The Retreat at Carteret Place. Also you will
receive separate packages for the requested information since the original applications are coming from Greensboro. I
had them put to your attention and "Express' on the address label.
From: Hall, Christine <[e-mail]>
Sent:Tuesday, October 29, 2019 3:00 PM
To: 'Chester Brown III' <[e-mail]>; abee [e-mail]; Ginger Turner<[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: request for additional info -The Preserve at Carteret Place, SW8 160613
2

J
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few administrative
items that need to be addressed. Please let me know if you have any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall()ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares�.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
3

1. 1
DEMLR USE ONLY
Date Received Fee Paid Permit Number
To7ib7i5 I IA- 7 15 OLMI 5A K60l0
Applicable Rules: ❑Coastal SW-1995 ❑Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fonn ruay he photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility,or establishment name-should be consistent with project name on plans,
specifications,letters, operation and maintenance agreements,etc.):
The Preserve at Carteret Place and The Retreat at Carteret Place
2. Location of Project(street address):
3839 Galantis Drive
City:Morehead City County:Carteret Zip:28557
3. Directions to project (from nearest major intersection):
From the intersection of Highways U570 and NC24 continue straight on US70E approximately 1.5 miles to
Friendly Road.Take a left onto Friendly Road and stay straight 0.3 miles.Take right at Galantis and project
located at the end of the new section of Galantis adjacent to Preserve clubhouse
4. Latitude:34°43' 50.32" N Longitude:76°45'43.92" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tReneruals with modifications also requires SYVU-102-Renemnl Application Farm
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number SW8160613 , its issue date (if known) 9/23/16 and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:3.35 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No [—]Yes
If yes,see S.L. 2012-200, Part VI:httl2://portil.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page I of 6 ^e1`®e
L �m9 It

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the proiect):
Applicant/Organization: Brown Investment Properties,Inc.
Signing Official&Title: Chester H. Brown III, President
b.Contact information for person listed in item la above:
Street Address:440 West Market Street
City: Greensboro State: NC Zip: 27401
Mailing Address(if applicable):
City: State: NC Zip: 27402
Phone: ( 336 ) 379-8771 Fax: ( 336 ) 274-9305
Email: [e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information, item 3a)
❑ Lessee*(Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address: .
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Lance Ramsey
Signing Official &Title: Development Manager
b.Contact information for person listed in item 3a above:
Mailing Address:440 West Market Street
City: Greensboro State: NC Zip: 27401
Phone: ( 336 ) 253-7823 Fax: ( 336 ) 544-8018
Email: chetbrown®bipinc.com
4. Local jurisdiction for building permits: Town of Morehead City
Point of Contact: Robert Davis Phone#: [phone] ext.143 p W
OCT 15 2019
Form SWU-101 Version Oct. 31,2013 Page 2 of 6 BY:

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc. who owns the project):
Applicant/Organization: STEF,LLC
Signing Official&Title: Robert M. Abee, Member/Manager
b.Contact information for person listed in item la above:
Street Address: 3108 Eaton Road
City: Raleigh State: NC Zip: 27608
Mailing Address (if applicable):
City: State: Zip
Phone: [phone] Fax:
Email: [e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner(Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑ Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: { ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits:
Point of Contact: Phone#:
OCT 15 2019
av:
Form SWU-101 Version Oct.31,2013 Page 2 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the project):
Applicant/Organization: Carteret Place Investors,LLC
Signing Official &Title: Chester H. Brown III, President of Brown Investment Properties, Inc.,Member
b.Contact information for person listed in item 1a above:
Street Address:440 West Market Street
City: Greensboro State: NC Zip: 27401
Mailing Address(if applicable):
City: State: NC Zip: 27402
Phone: ( 336 ) 379-8771 Fax: ( 336 ) 274-9305
Email: [e-mail]
c.Please check the appropriate box.The applicant listed above is:
®The property owner (Skip to Contact Information,item 3a)
❑ Lessee*(Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer*(Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: "Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional) Print the name and title of another contact such as tine project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Lance Ramsey
Signing Official&Title: Development Manager
b.Contact information for person listed in item 3a above:
Mailing Address:440 West Market Street
City: Greensboro State: NC Zip: 27401
Phone: ( 336 ) 253-7823 Fax: ( 336 ) 544-8018
Eniail:[e-mail]
4. Local jurisdiction for building permits: Town of Morehead City
Point of Contact: Robert Davis Phone 4: 252 726-68JQ ext.143
tZGENVE
NOV 042019
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Built upon area to be treated by wet detention basin
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 White Oak River basin.
4. Total Property Area: 29.629 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': 29.629 acres
Total project area shall be calculated to exclude the follozoingg the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW) title or Meat High Water
(MHW) line,and coastal wetlands landward from the NHW(or MHM line. Tile resultant project area is used to
calculate overall percent built upon area (BUA). Nan-coastal wetlands landward of the NHW(or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 38.55 %
9. I-low many drainage areas does the project have?2 (For{nigh density, court 7 for each proposed engineered
stormwater 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. ? W A T a O k
on
Basin Information Drainage Area 1 Draina e Area 2 Draina e Arca 3 Draina e Area_
Receiving Stream Name Peletier Creek Peletier Creek Peletier Creek
Stream Class * SB SB SB
Stream Index Number* 20-36-11 20-36-11 20-36-11
Total Drainage Area (so 312,000 450,550 120,360
On-site Drainage Area (so 312,000 450,550 '120,360
Off-site Drainage Area (sf) 1 0 0 0
Proposed Impervious Area** (so 203,200 294,400 94,850
Impervious Area** total 65.13% 65.34% 78.81%
Impervious"Surface Area Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area_
On-site Buildings/Lots (so 5,073 89,413 23,761
On-site Streets (so 49,880
On-site Parking (so 23,194 169,575 52,450
On-site Sidewalks (so 15,846 21,927 13,603
Other on-site (so 4,570(pool) 3,297 3,061 ( GEV�L
Future (so 9,787 10,788 1,975 L
Off-site (sf) 94,850(OP 1) upw n t. ,
Existing BUA***(so •v. v 019
Total (so: 203,200 294,400 94,850
Stream Class and Index Number can be determined at: hittpf[portal.nederir.or vebAvq&s/esa/classificatioins
"* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidezoalks,gravel areas, etc.
Report only that anoint of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by nezo BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off-site impervious area listed above determined?Provide documentation. n/a
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15.4 NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htW://portal.ncdenr.org/web/­`wq/­`ws/­su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office maybe found by locating project on the
interactive online map at hqp://portal.ncdenr.org/web/wq/ws/su/maw.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_does.
nitials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions& Protective Covenants T
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M
agreement(s)for each BMP. t f'--
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
,LOOv
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for -1
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information,item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 1/2
mile radius the map.
7. Sealed,signed
and dated calculations(one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations, finished floor elevations.
1. Details of roads, drainage features,collection systems,and stormwater control measures. C^E IVE
m.Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a C l i
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans. OCT 15 2019
n. Existing drainage(including off-site),drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans,not as a separate document). BY.
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers(where required). , / /�
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ! r
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:1540 Page No:336
11. For corporations and limited liability corporations(LLC): Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
hU://www.secretary.state.nc.us/Corporations/­CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number, lot size,and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortal.ncdenr.org/web/Ir/state-stormwater-
forms does.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below,the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer: Ginger Y.Turner, PE
Consulting Firm: The Cullipher Group, P.A.
Mailing Address: 151-A NC24
City: Morehead City State: NC Zip: 28557
Phone: ( 252 ) 499-2166 Fax: ( )
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Infornmtion, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Inforination, item 2a) certify that I
own the property identified in this permit application,and thus give permission to (print or hjpe name of person
listed in Contact Inforination, item ln) with (print or hjpe name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEIVE
OCT 15 2019
Form SWU-101 Version Oct. 31,2013 Page 5 of 6 BY'

As the legal property owner I acknowledge,understand,and agree by my signature below, that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of .County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X, APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item la) Chester H. Brown III, President of Brown Investment
Properties Inc
certify that the information included on this permit application form is, to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rule under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Date: R Zo l
/h f�Armo✓I W Ajc)&k ) C'aY�l
a Notary
ley4l ary Public for t/hee H. &States o�f� d .County of
(7e(i f7)POI do hereby certify that �" // 6 wQ 15� personally appeared
before me this kday of Sepk bP� 6 I-q,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, M• (1/1/YYlOf1
SEAL
a, HOLLY M.NMMON
NOWNPUBLIC
GUILFORD COUNTY,,NC • �J ll �'A O
c�(/ U9
i.,.•.....•,•.e..e.«.,„,,,„.S My commission expires i
ECEI 07 E
OCT 15 2019
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6 BY

1
As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. 1 understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of .and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la)Robert M.Abee Manager/Member of STEF,LLC,
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC22HH.1000 and any other applicable state stormwater requirements.
Signature: S L✓I� Z-L.G /��f ,9" ti,.�f Date: '7 0,
1, Me\65�� A. gV1e0.v r a Notary Public for the State of N o✓1 h C'u"uli�a.County of
J ohnsi--prN do hereby certify that mob v+ Abbe personally appeared
before me this a0 day of SeO \Oe,- ,:Rotq and acknowledge the duce execution of the application for
a stormwater permit. Witness my hand and official seal, "///o kc A t`
SEAL
My commission expires _3
--- ECEIVE
OCT 15 2019
Form SWU-101 Version Oct. 31,2013 Page 6 of 6 BY;�

t '
As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner. As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of ,County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information, item 1a) Chester H. Broton 111, President ofBrotun hrneSfnlent
Properties,Inc.,Member of Carteret Place Investors, LLC
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwpter rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: u n/ Date::7 10 Q
�1,y / I_lI,, In. �Y✓h d I a Notary Public for the State of At J-h W�J i/0X County of
(7tit I it I��I do hereby certify that �PS��r /dY d I uQt personally appeared
before me this 36 day of ©(ir"b°-5� , c7�f and acknowledge the duMe executi of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
................................
HOLLY M.HARMON ,
i j; ♦ NOIILRY PUBLIC +
GUITFORD COUNTY.NC
i
My commission expires
%0�V-7
��Vp42019
Form SWU-101 Version Oct. 31,2013 Page 6 of 6 r

LIMITED LIABILITY COMPANY ANNUAL REPORT
1012017
NAME OF LIMITED LIABILITY COMPANY: Carteret Place Investors, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 1531197 STATE OF FORMATION: NC E-Filed Annual Report
1531197
REPORT FOR THE CALENDAR YEAR: 2019 2/112/2019 08:26 7
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Brown, Chester H. , III
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
440 W Market St 440 W Market St
Greensboro, NC 27402 Guilford County Greensboro, NC 27402
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Rental Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS &COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
440 West Market Street PO Box 930
Greensboro, NC 27402 Greensboro, NC 27402-0930
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business I ECPEOVE
I.
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.) ! R NOV 0 4 2019
NAME: Brown Investment Properties Inc NAME: NAME: 6Y;__.
TITLE: Member TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
PO Box 930
Greensboro, NC 27402-0930
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Brown Investment Properties lnO by Chester H Brown 111 Membu-Re n Investment Properties Inc 2/12/2019
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Grown Investment Popemi,i Inc,by Chester H Brown 111 Member-Brown Investment Properties Inc Member
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO:Seaetary of State, Business Registration Division,Post Office Box 29526,Raleigh,NO 27626-0525

Calculations
The Preserve at Carteret Place
The Retreat at Carteret Place
Developer:
Brown Investment Properties, Inc.
440 West Market Street
Greensboro, NC 27401
Engineer:
C
The Cullipher Group, P. A. Nov o k 20
Corp Firm # C- 4482
151-A Highway 24
Morehead City, NC 28557
[phone]
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Ginge Y. rner, PE 36970 ° sal 1to s'
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Date 9 ���.+P`'°°°

The Preserve at Carteret Place
Stormwater Detention Calculations
Job#: PM1588BIP
Engineer Ginger Y.Turner
Drainage Area: Pond
Rational Method Control Panel
312000
Drainage Area: 7.163 ac Predevelcpment C. 0.2 wooded
Postdevelopment C. 0.95 impervious
Impervious Area: 203200 4.665 ac 0.69
%Impervious: 65.13%
Hydraulic Length. 1700
Watershed Height= 15.4
Pervious Area: 2 498 ac Time of Concentration= 14.68 Use 15 min Kirpich Method
%Pervious= 34.87
Rainfall Intensity Calculations
1 Year 24hr Rainfall Intensity= 0.15 In/hr
1 Year Rainfall Intensity- 3.62 lnlhr Tc=15mi 5.75 m/hr Tc=5min
10 Year Rainfall Intensity= 5.96 In/hr Tc=15m1 8.83 inmr To=5min
Pre and Post Development Flow Comparisons
1 Year.24 Hour
Predevelopment= 0.22 cis
Posidevelopmerl= 0.75 cis
1 Year
Predevelopment= 5.47 cis
Postdevelopment= I 28.35 cfs
10 Year
Predevelopment= 8.54 cfs
Postdevelopmenl= 43.54 cis
Time to Peak
Sails Data:
Predominant Soil Type= Altavista Use HSG C/B
Curve Number: Open Space- 61
Impervious= 1 98
Weighted Composite Curve Number= 85
Ultimate Soil Storage Capacity= 1.75 in S=(1000/CN)40
Design Storm Precipitation Levels: Design Storm Runoff Calculation:
1 Year 3.67 in 24 Hour 1 Year- 2.17 Note:Calculated by
10 Year I 6.88in Duration 10 Year= 5.15RO=(P-0.2S)A2/(Pa0.8S)
Calculated Time to Peak:
1 Year= 23,89 min
10 Year. 36.85 min
Estimated Detention Volume
1YR STORAGE(CF)_(Opost-Oinfil)Tp X 1.39 X 60= 45,583 of
10YR STORAGE(CF)_(Opost-Oinfil)Tp X 1.39 X 60= 107,580 cf

NCDEQ Stormwater Design Calculations
Wet Pond Draina a Area A
Project:The Preserve at Carteret Place
Jab#: PM1558BIP-001
Engineer:Ginger Y.Turner,PE
Rational Method
(See accompanying figures and tables as noted)
Predevelopment Land Use
Description C Area(ac) Pre Development drainage area input
Total area 7.163 total area 312000 at
Impervious I 0.95 I 0.00 sidewalks 0 st
Pervious 0.2 6.97g streets 0 at
lots 0 at
Weighted C: 0.19 other 0 at
Impervious(ex) 0.0 o total ex BUA 0 sf
Postdevelopment Land Use
Description C Area(ac) Post Developmenldrainage area input
Total area 7.163 total area 312000 sf
Impervious(asphalvconcrete) 0,95 4.665 street sidewalks 7793 at
streets 49880 sf
Pervious 0.2 2.498 buildings 5073 sf
Weighted C: 0.69 parking/drives 23194 at
Impervious(prop) 65.13% sidewalks 8053 sf
pool 4570 sf
reserve 1 68637 at
reserve 2(2019) 36000 at
Per 15A NCAC 02H.1005(3)(B)(iii)and given not tribitary to SA waters total prop BUA 203200 sf
Schuler's Simple Method
R,=0.05+0.9'Impervious Ratio Rv= 0.636
Control Volume=3630'Ru'R,'A where Rd= 1.5 in.
Water Quality Required Storage= 24,810 cf
USE: CF FOR POND DESIGN
FOREBAY VOLUME
Elevation Section SA SF Avg.SA Ht. FT Vol. CF
13.00 Permanent pool 3237
2941 1.00 2941
12.00 Contour 2644
2448 1.00 2446
11.00 Contour 2248
2066 1.00 2066
10.00 Contour 1883
1565 2.00 3130
8.00 Forebay Bottom 1247
Total Vol. 10582
MAIN BASIN VOLUME
Elevation Section SA SF Avg.SA Ht. Vol. CF
13.50 Top of Shelf 18479
14193 0.50 1 7097
13.00 Permanent pool 9907 Not included in main basin volume
8586 0.50 4293
12.50 Bottom of Shelf 7264
7181 1.00 7181
11.50 Contour 7097
7013 1.00 7013
10.50 Contour 6928
6843 1.00 6843
9.50 Contour 6757
6671 1.00 6671
8.50 Contour 6584
6497 1.00 6497
7.50 Contour 6409
6321 1.00 6321
6.50 Main Basin Bottom 6233
Total Vol. 44816

Permanent Pool Surface Area= 13144 at
Permanent Pool Volume- 55398 cf (Main Basin+Forebay)
IForebay%of Permanent Pool Volume= 19.10%
Depth. 6.00 ft
Awl meu(main and forebay)= 10118 st (Elevation 12.5)
Aperm p l(main and forebay)= 13144 st
Aemyppd(ma!n)= 6233 st
Desired TSS Removal Capacity= 90%
Average Depthz= 5.29 Calculated using Option 2 in BMP Manual
Table 10-4 SA/DA nearest depth interval: 5.50
Impervious Cover Ratio= 0.6513
Table 10-4 SA/DA%BUA interval: 0.60
Enter Table 10-4 SA/DA values for depth and%BUA: 3.90 60%IMP
4.50 70%IMP
Calculated SA/DA= 4.21
Required Surface Area= 13,128 at
Ni Based on SA=SA/DA'Area'435601100
Permanent Pool SA= l 3-1-44-1 sf is>required SA,OK
Volume at Top of Shelf= 51913 cf (Main Basin)
Volume at Bottom of Shelf= 40524 cf (Main Basin)
STORAGE VOLUME
Elevation Section SA SF Avg.SA Ht. Vol. CF
13.00 Permanent pool 13144
15812 0.50 7906
13.50 Top of Shelf 18479
18479 0.92 17001
14.42 Contour 18479
Total Vol. 24906
Stora a volume provided= 24906 cf
State Stage= 1.42 ft
State El- 14.42 ft
Next Available Outlet El.= 14.42
Top EL= 17.50 it
Freeboard= 3,08 ft
Max(2 Day)Flow= 0.1436 cis (based on required storage)
Min(5 Day)Flow= 0.0574 eta (based on required storage)
State Orifice Stage= 1.42 ft
Avg Head= 0.47 ft
Coefficient of Discharge 060
2 Day Area= 0.0433 sf
5 Day Area= 0.0173 at
2 Day Diameter= 2.820 in
5 Day Diameter= 1.783 in
Provide Orifice= 2.25 in
Drawdown Flow= 0.09 cis is<predevelopment discharge,OK
Drawdown Time= 3.14 days is within 2-5 days,OK(based on required storage)

Stage-Storage Relationship
(Pond A 1-YR 24-HR Routing-Orifice) b= 1.32
Ks= 15804.04
S Z
Contour Incr. Accum. Z
Contour Area Vol. Vol. Stage InS In2 est.
13 13145 0 0 0
14 18479 15812 15812 1 9.67 0.00 1.00
15 27000 22740 38552 2 10.56 0.69 1.97
16 30000 28500 67052 3 11.11 1.10 3.00
17.5 33000 47250 114302 4.5 11.65 1.50 4.50
Tp= 23.89 #1 Orifice dia. 2.2500#2 Weir Length 1.2500 #3 Weir Length 12
Op= 0.75 Area 3.9760875 Elevation 14.42 Elevation 16.7
Cd= 0.6 Elevation 13 Cw= 3 Cw= 3
Time Inflow Stor. G.Slor. Stage Elev. Outflow#1 Outflow#2 Outtlow#3 Outtlow#4 Total Outflow
(min.) T/Tp (cfs) let) (cp (ft.) (ft.) (cfs.) (cfs.) (cfs.) (cfs.) (cfs.)
0 0 0 0 0 0 13 0.00 0 0 0.00 0.0000
1 0.04 0.00 0.10 0.10 0.00 13.00 0.00 0.00 0.00 0.00 0.0000
2 0.08 0.01 0.48 0.58 0.00 13.00 0.00 0.00 0.00 0.00 0.0000
3 0.13 0.03 1.25 1.83 0.00 13.00 0.00 0.00 0.00 0.00 0.0000
4 0.17 0.05 2.38 4.22 0.00 13.00 0.00 0.00 0.00 0.00 0.0000
5 0.21 0.08 3.86 8.08 0.00 13.00 0.00 0.00 0.00 0.00 0.0001
6 0.25 0.11 5.66 13.74 0.00 13.00 0.00 0.00 0.00 0.00 6.0002
7 0.29 0.15 7.75 21.50 0.01 13.01 0.00 0.00 0.00 0.00 0.0003
8 0.33 0.19 10.09 31.59 0.01 13.01 0.00 0.00 0.00 0.00 0.0004
9 0.38 0.23 12.65 44.24 0.01 13.01 0.00 0.00 0.00 0.00 0.0006
10 0.42 0.28 15.37 59.61 0.01 13.01 0.00 0.00 0.00 0.00 0.0009
11 0.46 0.33 18.21 77.82 0.02 13.02 0.00 0.00 0.00 0.00 0.0012
12 0.50 0.38 21.12 98.93 0.02 13.02 0.00 0.00 0.00 0.00 0.0015
13 0.54 0.43 24.04 122.98 0.02 13.02 0.00 0.00 0.00 0.00 0.0020
14 0.59 0.48 26.94 149.92 0.03 13.03 0.00 0.00 0.00 0.00 0.0025
15 0.63 0.52 29.75 179.67 0.03 13.03 0.00 0.00 0.00 0.00 0.0030
16 0.67 0.57 32.43 212.11 0.04 13.04 0.00 0.00 0.00 0.00 0.0037
17 1 0.71 0.61 34.94 247.04 0.04 13.04 0.00 0.00 0.00 0.00 0.0044
18 0.75 0.64 37.22 284.26 0.05 13.05 0.01 0.00 0.00 0.00 0.0051
19 0.80 0.68 39.24 323.50 0.05 13.05 0.01 0.00 0.00 0.00 0.0095
20 0.84 0.70 40.74 364.24 0.06 13.06 0.01 0.00 0.00 0.00 0.0133
21 0.88 0.72 41.96 406.20 0.06 13.06 0.02 0.00 0.00 0.00 6.0162
22 0.92 0.74 42.88 449.08 0.07 13.07 0.02 0.00 0.00 0.00 0.0187
23 0.96 0.75 43.45 492.53 0.07 13.07 0.02 0.00 0.00 0.00 0.0209
24 1.00 0.75 43.67 536.20 0.08 13.08 0.02 0.00 0.00 0.00 0.0228
25 1.05 0.75 43.51 579.71 0.08 13.08 0.02 0.00 0.00 0.00 0.0245
26 1.09 0.74 42.98 622.69 0.09 13.09 0.03 0.00 0.00 0.00 0.0261
27 1.13 0.72 42.08 664.76 0.09 13.09 0.03 0.00 0.00 0.00 0.0275
28 1.17 0.70 40.82 705.58 0.09 13.09 0.03 0.00 0.00 0.00 0.0288
29 1.21 0.69 39.77 745.35 0.10 13.10 0.03 0.00 0.00 0.00 0.0300
30 1.26 0.68 39.11 784.46 0.10 13.10 0.03 0.00 0.00 0.00 0.0312
31 1.30 0.64 37.58 822.04 0.11 13.11 0.03 0.00 0.00 0.00 0.0322
32 1.34 0.60 35.24 857.28 0.11 13.11 0.03 0.00 0.00 0.00 0.0331
33 1.38 0.57 33.04 890.33 0.11 13.11 0.03 0.00 0.00 0.00 0.0340
34 1.42 0.53 30.97 921.30 0.12 13.12 0.03 0.00 0.00 0.00 0.0347
35 1.47 0.50 29.02 950.32 0.12 13.12 0.04 0.00 0.00 0.00 0.0354
36 1.51 0.47 27.18 97Z50 0.12 13.12 0.04 0.00 0.00 0.00 0.0360
37 1.55 0.45 25.45 1002.95 0.12 13.12 0.04 0.00 0.00 0.00 0.0366
38 1.59 0.42 23.83 1026.78 1 0.13 13.13 0.04 0.00 0.00 0.00 0.0371
39 1.63 0.40 22.29 1049.07 0.13 13.13 0.04 0.00 0.00 0.00 0.0376
40 1.67 0.37 20.85 1069.92 0.13 13.13 0.04 0.00 0.00 0.00 0.0381
41 1.72 0.35 19.49 1089.41 0.13 13.13 0.04 0.00 0.00 0.00 0.0385
42 1.76 0.33 18.21 1107.62 0.13 13.13 0.04 0.00 0.00 0.00 0.0389
43 1.80 0.31 17.00 1124.62 0.13 13.13 0.04 0.00 0.00 0.00 0.0392
44 1.84 0.29 15.86 1140.48 0.14 13.14 0.04 0.00 0.00 0.00 0.0395
45 1.88 0.28 14.79 1155.27 0.14 13.14 0.04 0.00 0.00 0.00 0.0398
46 1.93 0.26 13.79 1169.06 0.14 13.14 0.04 0.00 0.00 0.00 0.0401
47 1.97 0.25 12.84 1181.90 0.14 13.14 0.04 1 0.00 0.00 0.00 0.0404

48 2.01 0.23 11.94 1193.84 0.14 13.14 0.04 0.00 0.00 0.00 0.0406
49 2.05 0.22 11.10 1204.93 0.14 13.14 0.04 0.00 0.00 0.00 0.0408
50 2.09 0.21 10.30 1215.24 0.14 13.14 0.04 0.00 0.00 0.00 0.0410
51 2.13 0.19 9.56 1224.80 0.14 13.14 0.04 0.00 0.00 0.00 0.0412
52 2.18 0.18 8.85 1233.65 0.14 13.14 0.04 0.00 0.00 0.00 0.0413
53 2.22 0.17 8.19 1241.84 0.14 13.14 0.04 0.00 0.00 0.00 0.0415
54 2.26 0.16 7.56 1249.40 0.15 13.15 0.04 0.00 0.00 0.00 0.0416
55 2.30 0.15 6.98 1256.38 0.15 13.15 0.04 0.00 0.00 0.00 0.0418
56 2.34 0.14 6.42 1262.80 0.15 13.15 0.04 0.00 0.00 0.00 0.0419
57 2.39 0.14 5.90 1268.69 0.15 13.15 0.04 0.00 0.00 0.00 0.0420
58 2.43 0.13 5.41 1274.10 0.15 13.15 0.04 0.00 0.00 0.00 0.0421
59 2.47 0.12 4.94 1279.04 0.15 13.15 0.04 0.00 0.00 0.00 0.0422
60 2.51 0.11 4.51 1283.55 0.15 13.15 0.04 0.00 0.00 0.00 0.0423
61 2.55 0.11 4.10 128Z65 0.15 13.15 0.04 0.00 0.00 0.00 0.0423
62 2.60 0.10 3.71 1291.35 0.15 13.15 0.04 0.00 0.00 0.00 0.0424
63 2.64 0.10 3.34 1294,70 0.15 13.15 0.04 0.00 0.00 0.00 0.0425
64 2.68 0.09 3.00 1297.70 0.15 13.15 0.04 0.00 0.00 0.00 0.0425
65 2.72 0.08 2.68 1300.37 0.15 13.15 0.04 0.00 0.00 0.00 0.0426
66 2.76 0.08 2.37 1302.75 0.15 13.15 0.04 0.00 0.00 0.00 0.0426
67 2.80 0.08 2.09 1304.83 0.15 13.15 0.04 0.00 0.00 0.00 0.0427
68 2.85 0.07 1.81 1306,65 0.15 13.15 0.04 0.00 0.00 0.00 0.0427
69 2.89 0.07 1.56 1308.21 0.15 13.15 0.04 0.00 0.00 0.00 0.0427
70 2.93 0.06 1.32 1309.53 0.15 13.15 0.04 0.00 0.00 0.00 0.0427
71 2.97 0.06 1.10 1310.62 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
72 3.01 0.06 0.88 1311.51 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
73 3.06 0.05 0.68 1312.19 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
74 3.10 0.05 0.49 1312.68 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
75 3.14 0.05 0.32 1313.00 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
76 3.18 0.04 0.15 1313.15 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
77 3.22 0.04 -0.01 1313.14 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
78 3.26 0.04 -0.15 1312.99 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
79 3.31 0.04 -0.29 1312.70 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
80 3.35 0.03 -0.42 1312.27 0.15 13.15 0.04 0.00 a00 0.00 0.0428
81 3.39 0.03 -0.55 1311.72 0.15 13.15 0.04 0.00 0.00 0.00 0.0428
82 3.43 0.03 -0.66 1311.06 0.15 13.15 0.04 0.00 0.00 0.00 0.0428

Pond A
1-YR 24-HR ROUTING ORIFICE
1
0.75
,
to
LL
0.5 ,
0.25 '
,
,
,
0 10 20 30 40 50 60 70 80 90

Stage-Storage Relationship
(Pond A 10-VR Routing) h= 1.32
Ks= 15804.04
S Z
Contour Incr. Accum. Z
Contour Area Vol. Vol. Stage In S In Z est.
13 13145 0 0 0
14 18479 15812 15812 1 9.67 0.00 1.00
15 27000 22740 38552 2 10.56 0.69 1.97
16 30000 28500 67052 3 11.11 1.10 3.00
1Z5 33000 47250 114302 4.5 11.65 1.50 4.50
Tp= 36.85 #1 Orifice dla. 2.2500#2 Weir Length 1.2500 #3 Weir Length 12
Op= 43.54 Area 3.9760875 Elevation 14.42 Elevation 16.7
Cd= 0.6 Elevation 13 Cw= 3 Cw= 3
Time Inflow Star. C.Star. Stage Elev. Outflow#1 OutflowH2 Outflow#3 Outflow 94 Total Outflow
(min.) T/Tp (CIS) (cQ (cf) (ft.) (ft.) (CIS.) (cfs.) (CIS.) (Cfs.) (CIS.)
0 0 0 0 0 0 13 0.00 0 0 0.00 0.0000
1 0.03 0.08 2.37 2.37 0.00 13.00 0.00 0.00 0.00 0.00 0.0000
2 0.05 0.32 11.84 14.21 0.00 13.00 0.00 0.00 0.00 0.00 0.0002
3 0.08 0.71 30.71 44.92 0.01 13.01 0.00 0.00 0.00 0.00 0.0006
4 0.11 1.25 58.82 103.73 0.02 13.02 0.00 0.00 0.00 0.00 0.0016
5 0.14 1.95 95.95 199.69 0.04 13.04 0.00 0.00 0.00 0.00 0.0034
6 0.16 2.79 141 S3 341.52 0.05 13.05 0.01 0.00 0.00 0.00 0.0063
7 0.19 3.76 196.10 537.62 0.08 13.08 0.01 MCI 0.00 0.00 0.0106
8 0.22 4.87 258.35 795.98 0A0 13.10 0.02 0.00 0.00 0.00 0.0166
9 0.24 6.10 328A0 1124.08 0.13 13.13 0.02 0.00 0.00 0.00 0.0247
10 0.27 7.44 404.83 1528.91 0.17 13.17 0.04 0.00 0.00 0.00 0.0350
11 0.30 8.89 487.96 2016.87 0.21 13.21 0.05 0.00 0.00 0.00 0.0480
12 0.33 10.43 576.85 2593.72 0.25 13.25 0.06 0.00 0.00 0.00 0.0603
13 0.35 12.06 671.07 3264.78 0.30 13.30 0.07 0.00 0.00 0.00 0.0670
14 0.38 13.75 770.20 4034.98 0.35 13.35 0.07 0.00 0.00 0.00 0.0736
15 0.41 15.50 873.21 4908.19 0.41 13.41 0.08 0.00 0.00 0.00 0.0801
16 0.43 17.30 979.33 5887.52 0.47 13.47 0.09 0.00 0.00 0.00 0.0866
17 0.46 19.13 1087.80 6975.33 0.54 13.54 0.09 0.00 0.00 0.00 0.0929
1 B 0.49 20.98 1197.82 8173.15 0.61 13.61 0.10 0.00 0.00 0.00 0.0992
19 0.52 22.84 1308.60 9481.74 0.68 13.68 0.11 0.00 0.00 0.00 0.1055
20 0.54 24.68 1419.31 10901.05 0.75 13.75 0.11 0.00 0.00 0.00 0.1116
21 0.57 26.51 1529.16 12430.22 0.83 13.83 0.12 0.00 0.00 0.00 0.1177
22 0.60 28.30 1637.35 14067.57 0.92 13.92 0.12 0.00 0.00 0.00 0.1237
23 0.62 30.05 1743.09 15810.66 1.00 14.00 0.13 0.00 0.00 0.00 0.1296
24 0.65 31.73 1845.61 17656.27 1.09 14.09 0.14 0.00 0.00 0.00 0.1354
25 0.68 33.34 1944.15 19600.42 1.18 14A8 0.14 0.00 0.00 0.00 0.1412
26 0.71 34.87 2038.01 21638.43 1.27 14.27 0.15 0.00 0.00 0.00 0.1468
27 0.73 36.30 2126.50 23764,93 1.36 14.36 0.15 0.00 0.00 0.00 0.1523
28 0.76 37,63 2208.97 25973.90 1.46 14.46 0.16 0.00 0.00 0.00 0.1577
29 0.79 38.84 2284.82 28258.72 1.56 14.56 0.16 0.00 0.00 0.00 0.1630
30 0.81 39.93 2353.51 30612.23 1.65 14.65 0.17 0.00 0.00 0.00 0.1682
31 0.84 40.89 2414.52 33026.75 1.75 14.75 0.17 1.24 0.00 0.00 1.4152
32 0.87 41.71 2392.90 35419.65 1.85 14.85 0.18 1.60 0.00 0.00 1.7787
33 0.90 42.38 2415.78 37835.42 1.94 14.94 0.18 1.96 0.00 0.00 2.1395
34 0.92 42.90 2429.98 40265.41 2.04 15.04 . 0.19 2.31 0.00 0.00 2.4969
35 0.95 43.27 2435.30 42700.71 2.13 15.13 0.19 2.66 0.00 0.00 2.8497
36 0.98 43.48 2431.60 45132.30 2.22 15.22 0.20 3.00 0.00 0.00 3.1972
37 1.00 43.54 2418.80 47551.11 2.31 15.31 0.20 3.34 0.00 0.00 3.5383
38 1.03 43.44 2396.91 49948.02 2.40 15.40 0.20 3.67 0.00 0.00 3.8721
39 1.06 43.18 2365.99 52314.01 2.48 15.48 0.21 3.99 0.00 0.00 4.1979
40 1M 42.76 2326.18 54640A9 2.57 15.57 0.21 4.30 0.00 0.00 4.5146
41 1.11 42.19 2277.66 56917.85 2.65 15.65 0.21 4.61 0.00 0.00 4.8216
42 1.14 41.48 2220,70 59138.55 2.73 15.73 0.22 4.90 0.00 0.00 5.1180
43 1.17 40.62 2155.64 61294A9 2.80 15.80 0.22 5.18 0.00 0.00 5.4032
44 1.19 39.62 2082.85 63377.04 2.87 15.87 0.22 5.45 0.00 0.00 5.6764
45 1.22 38.49 2002.78 65379.82 2.94 15.94 0.23 5.71 0.00 0.00 5.9370
46 1.25 37.25 1915.93 67295.75 3.01 16.01 0.23 5.96 0.00 0.00 6.1846
47 1.28 35.89 1822.85 69118.60 3.07 16.07 0.23 6.19 0.00 0.00 6A185
48 1.30 35.64 1760.52 70879.12 3.13 16.13 0.23 6.41 0.00 0.00 6.6430

49 1.33 35.39 1732.07 72611.19 3.19 16.19 0.24 6.63 0.00 0.00 6.8625
50 1.36 34.05 1671.27 74282.46 3.24 16.24 0.24 6.84 0.00 0.00 7.0731
51 1.38 32.76 1579.90 75862.36 3.30 16.30 0.24 7.03 0.00 0.00 7.2712
52 1.41 31.52 1492.25 77354.60 3.34 16.34 0.24 7.22 0.00 0.00 7.4573
53 1.44 30.33 1408.18 78762.78 3.39 16.39 0.24 7.39 0.00 0.00 7.6322
54 1.47 29.18 1327.54 80090.32 3.43 16.43 0.24 7.55 0.00 0.00 7.7964
55 1.49 28.08 1250.20 81340.52 3.47 16.47 0.25 7.70 0.00 0.00 7.9503
56 1.52 27.02 1176.02 82516.53 3.51 16.51 0.25 7.85 0.00 0.00 8.0947
57 1.55 26.00 1104.87 83621.40 3.55 16.55 0.25 7.98 0.00 0.00 8.2298
58 1.57 25.02 1036.64 84658.04 3.58 16.58 0.25 8.11 0.00 0.00 8.3562
59 1.60 24.07 971-20 85629.24 3.61 16.61 0.25 8.22 0.00 0.00 8.4743
60 1.63 23.16 908.45 86537.69 3.64 16.64 0.25 8.33 0.00 0.00 8.5844
61 1.66 22.28 848.28 87385.97 3.67 16.67 0.25 8.43 0.00 0.00 8.6870
62 1.68 21.44 790.59 88176.56 3.69 16.69 0.25 8.53 0.00 0.00 8.7824
63 1.71 20.63 735.28 88911.83 3.72 16.72 0.25 8.62 0.00 0.00 8.8710
64 1.74 19.85 682.25 89594.08 3.74 16.74 0.26 8.70 0.00 0.00 8.9530
65 1.76 19.10 631.42 90225.50 3.76 16.76 0.26 8.77 0.00 0.00 9.0287
66 1.79 18.38 582.70 90808.20 3.78 16.78 0.26 8.84 0.00 0.00 9.0985
67 1.82 17,68 536.01 91344.21 3.79 16.79 0.26 8.91 0.00 0.00 9.1626
68 1.85 17.02 491.26 91835.47 3.81 16.81 0.26 8.96 0.00 0.00 9.2213
69 1.87 16.37 448.39 92283.86 3.82 16.82 0.26 9.02 0.00 0.00 9.2748
70 1.90 15.75 407.32 92691.17 3.84 16.84 0.26 9.06 0.00 0.00 9.3233
71 1.93 15.16 367.97 93059.14 3.85 16.85 0.26 9.11 0.00 0.00 9.3671
72 1.95 14.59 330.29 93389.43 3.86 16.86 0.26 9.15 0.00 0.00 9.4064
73 1.98 14.03 294.20 93683.63 3.87 16.87 0.26 9.18 0.00 0.00 9.4413
74 2.01 13.50 259.65 93943.27 3.88 16.88 0.26 9.21 0.00 0.00 9.4722
75 2.04 12.99 226.57 94169.84 3.88 16.88 0.26 9.24 0.00 0.00 9.4991
76 2.06 12.50 194.91 94364.75 3.89 16.89 0.26 9.26 0.00 0.00 9.5222
77 2.09 12.03 164.61 94529.35 3.90 16.90 0.26 9.28 0.00 0.00 9.5417
78 2.12 11.57 135.62 94664.97 3.90 16.90 0.26 9.30 0.00 0.00 9.5578
79 2.14 11.14 107.88 94772.85 3.90 16.90 0.26 9.31 0.00 0.00 9.5705
80 2.17 10.72 81.36 94854.21 3.91 16.91 0.26 9.32 0.00 0.00 9.5802
81 2.20 10.31 56.00 94910.21 3.91 16.91 0.26 9.33 0.00 0.00 9.5868
82 2.23 9.92 31.76 94941.97 3.91 16.91 0.26 9.33 0.00 0.00 9.5906
83 2.25 9.55 8.59 94950.55 3.91 16.91 0.26 9.33 0.00 OAO 9.5916
84 2.28 9.19 -13.55 94937.00 3.91 16.91 0.26 9.33 0.00 0.00 9.5900
85 2.31 8.84 -34.70 94902.31 3.91 16.91 0.26 9.33 0.00 0.00 9.5859
86 2.33 8.50 -54.89 94847.42 3.90 16.90 0.26 9.32 0.00 0.00 9.5794
87 2.36 8.18 -74.17 94773.25 3.90 16.90 0.26 9.31 0.00 0.00 9.5706
88 2.39 7.87 -92.56 94680.69 3.90 16.90 0.26 9.30 0.00 0.00 9.5596
89 2.42 7.58 -110.11 94570.57 3.90 16.90 0.26 9.29 0.00 0.00 9.5466
90 2.44 7.29 -126.85 94443.72 3.89 16.89 0.26 9.27 0.00 0.00 9.5315
91 2.47 7.01 -142.81 94300.92 3.89 16.89 0.26 9.25 0.00 0.00 9.5146
92 2.50 6.75 -158.01 94142.91 3.88 16.88 0.26 9.24 0.00 0.00 9.4959
93 2.52 6.49 -172.49 93970.42 3.88 16.88 0.26 9.22 0.00 0.00 9.4754
94 2.55 6.25 -186.28 93784.14 3.87 16.87 0.26 9.19 0.00 0.00 9.4533
95 2.58 6.01 -199.40 93584.73 3.87 16.87 0-26 9.17 0.00 0.00 9.4296
96 2.61 5.78 -211.89 93372.85 3.86 16.86 0.26 9.15 0.00 0.00 9.4044

Pond A
10-YR ROUTING
45
40 `
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30
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CJ 25
20
15
10 ,
5
0
0 10 20 30 40 50 60 70 80 90

Draina a Desi • n
Q10 FLOWS
DRAINAGE INTENSITY10
DRAINAGE AREA# DRAINAGE AREA (SF) AREA (AC) IMPERVIOUS PERVIOUS C (IN/HR) Quo(CFS)
1 3721 0.085 3290 431 0.86 8.83 0.65
2 12013 0.276 10086 1927 0.83 8.83 2.02
3 10751 0.247 8930 1821 0.82 8.83 1.79
4 8335 0.191 7625 710 0.89 8.83 1.50
S 10738 0.247 8394 2344 0.79 8.83 1.71
6 2257 0.052 1 2041 216 0.88 8.83 0.40
7 9310 0.214 7800 1510 0.83 8.83 1.56
8 5898 0.135 3687 2211 0.67 8.83 0.80
9 5018 0.115 3880 1138 0.78 8.83 0.79
10 4430 0.102 2282 2148 0.59 8.83 0.53
11 8346 0.192 1648 6698 0.35 8.83 0.59
12 4120 0.095 0 4120 0.20 8.83 0.17
13 23155 0.532 23155 0 0.95 8.83 4.46
'Intensity from NOAA
'cimpervious = 0.95
'c pervious = 0.20

PIPES
PIPE# DRAINAGE AREAS Qio(CFS) PIPE SIZE % SLOPE
1 DAl 0.65 15" 0.30%
2 PIPE 1+DA2 2.67 18" 0.30%
3 PIPE 2+DA3 4.46 24" 0.30%
4 PIPE 3 4.46 24" 0.30%
5 DA5 1.71 12" 0.40%
6 PIPE 5 + DA6 2.11 18" 0.30%
7 PIPE 5 2.11 18" 0.30%
8 PIPE 6 + DA7 3.68 18" 0.30%
9 PIPE 7 + DA8+DA9 5.27 18" 0.30%
10 PIPE 8 + DA10+DA11 6.39 24" 0.25%
11 PIPE 9 + DA12 6.55 24" 0.25%
12 PIPE 4+ PIPE 10+ DA4+ DA13 16.97 24" 0.60%
Label Mannings Coefficient Slope (ft/ft) Depth (ft) Diameter(in) (cfs)Discharge Velocity(ft/s) Discharge
Full (cfs)
PIPE 1 0.012 0.0030 0.35 15" 0.65 2.34 3.83
PIPE 2 0.012 0.0030 0.69 18" 2.67 3.39 6.23
PIPE 3 0.012 0.0030 0.80 24" 4.46 3.85 13.42
PIPE 4 0.012 0.0030 0.80 24" 4.46 3.85 13.42
PIPE 5 0.012 0.0040 0.69 12" 1.71 3.00 2.44
PIPE 6 0.012 0.0030 0.60 18" 2.11 3.19 6.23
PIPE 7 0.012 0.0030 0.60 18" 2.11 3.19 6.23
PIPE 8 0.012 0.0030 0.83 18" 3.68 3.68 6.23
PIPE 9 0.012 0.0030 1.06 18" 5.27 3.96 6.23
PIPE 10 0.012 0.0025 1.03 24" 6.39 3.95 12.25
PIPE 11 0.012 O.D025 1.04 24" 6.55 3.97 12.25
PIPE 12 0.012 0.0060 1.48 24" 16.97 6.84 18.98

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Erosion Control Drainage Areas
Construction Drainage Area (acre) c IntensitysR,;n_My, Quo(CFS)
Drainage Area# (IN/HR)
1 D.61 0.3 8.86 1.62
2 0.57 0.3 8.86 1.52
3 0.64 0.3 8.86 1.70
4 0.67 0.3 8.86 1.78
TEMPORARY SEDIMENT TRAPS
SIZING CRITERIA= 3600 FT3/AC
Miniumum Surface Area =435 sf x Q
TRAP
TRAP SURFACE VOLUME
Trap Number AREA (AC) Q,O(CFS) Min Surface Area VOLUME TRAP DEPTH PROVIDED SURFACE AREA PROV'D
REQ'D (CF) (FT) ATGROUND AREATOP BOTTOM (CF)
SURFACE
1 0.61 1.62 705 2196 3.5 15'x 40' 1104 306 2468
2 0.57 1.52 659 2052 3.5 15'x 40' 1104 306 2468
3 0.64 1.70 740 2304 3.5 15'x 40' 1104 306 2468
4 0.67 1.78 775 2412 3.5 15'x 40' 1104 306 2468
TEMPORARY DIVERSIONS
Temporary Mannings Left Side Right Side Bottom Top Velocity
Diversions# Q(CFS) Coefficient Slope (ft/ft) Depth (ft)(bare earth) Slope (V : H) Slope (V : H) Width (ft) Width (ft) (ft/s)
1 1.62 0.02 0.003 0.41 0.33 0.33 2 2.27 1.84
2 1.52 0.02 0.003 0.40 0.33 0.33 2 2.26 1.80
3 1.70 0.02 0.003 0.43 0.33 0.33 2 2.28 1.86
4 1.78 0.02 0.003 0.44 0.33 0.33 2 2.29 1.90

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4L A 'vI, � �- � ,�; -�-�- , , „ ,,,, , HE PRESERVE Al CRRTERET PACE
oa i, uENEm nCOUNTY.rY iNSP.. [AaiEREi COUNTY. NORTH CAROL IMA
-- OWNEa: CROWN INVESTNENi PROPER 1ES.INC DES ICNEO:
CHESTER BaOMN. I11 Gri
DRAW:
� W�EilAN05 ADDRESS: ET
DREENS90fl0�ENC52T�01 DTi
CHECKED:
PHONE: 336-]79-8]71 APPROVED: flOC
V THE CULLIPHER GROUP_P.A. CYT
EN NP8Rt0 WRVBYI IFa NBYViCb DATE:
151A HIGHWAY PA 8/15/19
MOREHEAD CITY.NC.]8)59
Im,m OONO LICENSE NO.GHEE SCALE:
NOT TO SCALE

TD1
The open channel flow calculator
n7_41
Select Channel Type:
: Z o ZZ z1 ; A
Trapezoid ;b x. 2
:Rectangle/ Trapezoid _ Tiaogie; =Grcle
Depth from Q IlSelect unit system: Feet(ft) v
Pi el slope: �.003 Water depth(y): 0.41 rg Bottom width(b) I�
Flow ity;1.84278 t LeftSlope (Z1): 0.33 o 1 (H:V)' Roig(H Vpe (Z2): 0.33
(Flow discharge'1.62
Input n value.02 or select n clean,uncoated castiron:0.014
Calculate! Status:Ca_Ic_ulation finish_e_d Reset
Wetted perimeter2.87 Flow Top width(T)!2.27
area,0_88 �,ft^2
Specific energy,0.46 Froude number,0.52 Flow status
Subchtical flow
Critical depth!0.27 Velocity head0.05
Critical slope0.0113 ft/ft
Copyright 2000 Dr.Xing Fang,Department of Civil Engineering,Lamar University.

TD2
The open channel flow calculator
rl- T -{ T' - 4
pr� <.F�t1w— ' t
Select Channel Type:
B
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Channel slope: .003 Faterdepth(y): 0.4 Bottom width(b)
FISityi1.797148 I LeftSlope (Z1): I0.33 o 1 (H:Vj oig (H:V)e (Z2): 0.33
IFllow discharge 1.52
Input n value.02 or select n clean uncoated castiron:0.014
^3/s
Calculate! Status: alculation finished 1 Reset
Wetted perimeterLZ84 Top width(T)�2.26
Flow area0.85 'ft^2 r--
Specific energy,,0.45 r Flow status
Fronde number,0.52 Subcritical flow.
Critical depth!0.26 rF
locity head'0.05
F Critical slopeF 112 ft
Copyright 2000 Dr.Xing Fang,Department of Civil Engineering,Lamar University.

TD3
The open channel flow calculator
Select Channel Type:
Trapezoid • b z2
z1 `z 2 fv
a
Rectangle] Trapezoid ;Tnlei tGucle
Depth from Q JSelect unit system: Feet(ft)
Channel annel slope: ''.003 Water depth(y): 0.43 l" ftottOm width(b) �_�
Fls' wwelocity;1.862868 LeftSlope (Zl): 0.33 to 1 (H:V) Roig(H Vpe (Z2): 0.33J
�Fllow discharge'1.70
Input n value,.02 or select n clean,uncoated castiron:0.014
^3/s .._
11 Calculate! I I Status:Calculation finished ! Reset
Wetted perimeter,2.9 , Top width(T)'2.28
Flow area0.91 0^2 F-7
Specific energy' --— Flow status
Froude number0.52 —
ft � Subcritical flow
Critical depth 0.28 Critical slope 0.0 r112 Velocity head!0.05
'fi/ft
Copyright 2000 Dr.Xing Fang,Department of Civil Engineering,Lamar University.

TD4
The open channel flow calculator
T%
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ily :;- I-
Trapezoid Tl !Z1 i .zr
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Channel slope: '.003 Water depth(y):FO.44 Bottom width(b)_ 12 11
Ff-t -
Flow velocity,1.903824 htSlope (Z2): 0.33
1
F LeftSlope (Zl): 10.33 to 1 (H Vj I Rto ig 7—T
Flow discharge1.78
-- I Input n value'_92 clean,uncoated castiron:0.014
3/s �
'IF
IStatus:P Calculation finished Reset
Wetted perimeter,2.92 Top width(T)12.29
F— Flow areal0.93
Specific energy0.49 Froude number',0.52 Flow status
Subcritical flow
ICritical de th!0.29 Critical slope 7 Velocity head'0.06
F-7
Copyright 2000 Dr.Xing Fang,Department of Civil Engineering,Lamar University.

Narrative
The Retreat at Carteret Place
Morehead City, NC 28557
October 30, 2019
Owners:
Brown Investment Properties Inc. STEF, LLC
c/o Chester Brown, III Robert M.Abee, Member/Manager
440 West Market Street 3108 Eaton Road
Greensboro, NC 27401 Raleigh, NC 27608
[phone] [phone]
Engineer: �qutrp�p
The Cullipher Group, P.A. Aft
151-A NC 24 �.�OP.••�SSIpN., 9 '�,�
Morehead City, NC 28557
[phone] ext. 1006
i• 36970 i
-. G'••�.NQIN�.�Q'•c��
I. General Information •. �iy •••••••. -
a. Name:
The Retreat at Carteret Place—Outparcel 1(Phase 3)
b.Address:
316 Friendly Rd,Morehead City, NC 28557 �(� �Ja
C.Acreage in Total Tract:
29.629+/-acres
d.Disturbed Acreage:
3.5 acres
e.Wetlands Acreage:
6.781+/-acres
f. Parcel Information
PIN:6376.13.24.3225
Deed Book 1540,Page 336
g. Development Proposal
The Retreat at Carteret Place includes the construction of a multifamily development on the
south side of Galantis Drive permitted in Phase 1 under SW8160613,Issued July 13,2016. The
property is located at 316 Friendly Road in Morehead City,Carteret County approximately three-
tenths of a mile on the right from the intersection of US Highway 70 and Friendly Road.
A portion of the site presently drains to the south to a thirty-six inch culvert and eventually Into
Peletier Creek which Is classified as SB. The remaining portion drains to the north and east into Calico
Creek,classification SC.No portion of the project is within 575'of SA waters.
h.Pre 1988 BUA
There is no pre 1988 BUA.
I.Phasing of Project:
Phase 1 consisted of Galantis Drive and Pond A,sized to treat Galantis Road and additional
Impervious proposed within Phase 2 for the residential development. Phase 2 included the
construction of eight multifamily buildings with associated parking/drives and amenities for the
development.A second pond, Pond B,was designed and constructed to treat impervious within
Phase 2(impervious south of wetlands).
ECEIVE
NOV 0 4 2019

The Retreat at Carteret Place or Phase 3 is being proposed to complete the development of the
project with a single multifamily building,parking and amenities.
j.Proposed wastewater and water supply.
Project is proposed to be served by Town of Morehead City sewer and water.
k.Historic Sites
There are no known historic sites associated with any of the parcels.
I.Non-Compliance
There are no known non compliance Issues.
If. Stormwater Information
a. Project is located in the White Oak River Basin on Friendly Road,drains to Peletier Creek,20-36-11,SB and
Calico Creek,21-32,SC, HOW. Both existing wet detention ponds outfall to Peletier Creek.
b. The stormwater design Is high density based upon future development totaling more than 24%of tract
built upon area.
c. The proposed total impervious area is to increase by 36,000sf or approximately 38.55%for Phases 1,2
and 3 combined. The impervious area allocation was not maximized based on the pond designed and
constructed. There are no changes proposed to the existing stormwater pond.
d. The drainage area to Pond A has Increased to 312,000 square feet. Drainage areas are delineated for
Ponds A and B on the stormwater drainage area map. Built upon area from Galantis Drive will be
collected and directed to Pond A. No additional drainage area other than included In this submittal will be
allowed to drain to the right of way of Galantis Drive and Pond A. Adjacent acreage to the north or
Galantis Drive must provide additional on-site BMP(s)for development.
e. Project is not within the 50'coastal buffer requirement.
f. Project is not within the 75'Area of Environmental concern.
g. There Is no off-site runoff coming onto the site or into the proposed SCMs.
h. Road construction access across other property is not necessary to access this project.
I. This modification request revises the size of Drainage Area 1 to Pond,the amount of Impervious based on
the actual site development plan and allocates the proposed impervious within Drainage Area 1
accordingly.The additional impervious does not change the existing design of the permitted pond.The
request also Includes the proposed Phase 3 development,The Retreat at Carteret Place,(Outparcel 1)
—� within Drainage Area 1(Pond A)finalizing the project. The existing pond as previously designed supports
the additional drainage area and impervious proposed.
Ill. Coastal Stormwater Regulations
The North Carolina Division of Environmental Quality implemented coastal stormwater regulations in
coastal counties on January 1, 1988 and most recent codified effective January 1,2017. The proposed
development is being designed under the most recent rules. These regulations are detailed in 15 NCAC
02H.3019 Coastal Counties. These rules allow for a development to be considered under various options. This
project Is submitted for approval consideration under High Density per 15A NCAC 02H.3001(2)(a)and
02H.1019(7)(b).The previously permitted project complies with the 2008 Stormwater Regulations,15A NCAC
02H.1000 and Session Law 2008-211.

IV. Erosion and Sedimentation Control Measures
The predominate existing soils on the property are classified as(Ln)Leon sand,soil group A/D,are very poorly
drained and high runoff.
The following measures are proposed for the site. If It becomes evident that additional erosion and
sedimentation control measures are needed,they shall be installed immediately. It is intended that all grading
and excavation activities within a certain area will be protected as soon as that activity is complete.
1. Temporary Gravel Construction Entrance-Stone construction entrance will be used to reduce transport
of sediment off site.
2. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on plans or as
deemed necessary by the engineer to ensure that off-site sedimentation is controlled.
3. Seeding—All disturbed areas will be seeded within 7 days following construction in accordance with the
seeding schedule shown on the plans.
4. Temporary Sediment Traps — Sediment traps will be constructed as shown on plans and serve to trap
sediment and prevent from the sediment moving off-site.
S. Temporary Diversion Ditches —Temporary diversion ditch to be Installed on both the north and south
sides of wetland once tree removal is completed in the area of the proposed ditch. The ditches will
temporarily transport runoff from the site to the constructed pond. Ditches shall remain in place until
storm drainage system is constructed to the pond. Ditches to be cleaned out and filled once storm drain
is in operation.
Erosion Control Specifications
1. Temporary Gravel Construction Entrance:
a. Clear the area of vegetation and grade for positive drainage.
b. Install geotextile fabric and place stone to the required dimensions.
c. Use 2"to 3"stones,free of fines.
2. Sediment Fence
a. Use a synthetic filter fabric of at least 95%by weight of polyolefins or polyester,which is
certified by the manufacturer or supplier as conforming to the requirements in ASTM D
6461.
b. Posts for sediment fences should be 1.25 lb/linear foot minimum steel with a minimum
length of 5 feet and projections to facilitate fastening the fabric.
c. For reinforcement of standard strength filter fabric, use wire fence with a minimum 14
gauge and a maximum mesh spacing of 6 inches.
S ecifications for Sediment Fence Fabric:
Temporary Silt Fence Material Pro a Requirements'
Test Material Units Supported Un-Supported Type of Value
Silt Fence Silt Fence
Grab Strength ASTM D 4632 N(Ibs)
Machine Direction 400 550 MARV
(90) (90
X-Machine Direction 400 450 MARV
(90) (90)
Permittivity ASTM D 4491 Sec-1 0.05 0.05 MARV
0 ening Size ASTM D 4751 mm 0.60 0.60 Max.ARV
(US Sieve#) (30) (30)
Ultraviolent Stability ASTM D 4355 %Retained 70%After 70%After 500h Typical
Strength 500h of of Exposure
Ex osure
'From Erosion and Sedimentation Control Manual Table 6.62b

Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective operations
following every runoff producing rainfall event or at least once per week. Repairs required shall be
completed immediately to the dimension and functions indicated on the plans.
2. Sediment shall be removed from behind the sediment fencing when It becomes 0.5 feet deep at the
fence. The fence shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 7 days of disturbance. Disturbed areas
shall be fertilized, reseeded and mulched as necessary according to the Contract documents to establish
and maintain a dense vegetative cover.
Construction Sequence
1. Install stone construction entrance(s).
2. Clear and grub site within the limits of disturbance.
3. Install silt fencing as shown on plans and within areas of construction.
4. Construct retaining walls prior to filling the site.fill site from south to north using temporary diversions to
sediment traps.
5. Install water/sewer services and storm drainage with inlet protection.
6. Fine grade site and building pad.
7. Seed and mulch all areas of disturbance not to be paved within 7 days of land disturbance.
8. Fine grade drives and parking area;place stone base course.
9. Construct building.
10. Remove stone construction entrance(s)
11. Pave drives and parking area.
12. Perform final grading,seed and mulch all remaining disturbed areas.
Design Assumptions
1. Design storm is ten years for erosion control measures.
2. The rational method was used for the design.

THE CULLIPHER GROUP, P.A. E
ENGINEERING&SURVEYING SERVICES
HESTRON PLAZA TWO ®� 7!
151-A NC HWY 24 04 loll
MOREHEAD CITY,NC 28557
P:I2521773-0090
P.12521773-0243
LMER OF TMNSMI'ffAL
DATE 11/01/19
To:
NCDEO-DEMLR-STORMWATER SECTION JOB No.PM1558-BIP
ATTENTION CHRISTINE HALL
127 CARDINAL DRIVE EXT
RE: THE RETREAT AT CARTERET PLACE
WILMINGTON,NC 28405 EXPRESS STORMWATER SW8 160613
WE ARE SENDING YOU:
COPIES DATE NO. DESCRIPTION
1/1 REVISED APPLICATIONS AND SUPPLEMENT
2 REVISED PLANS
1 REVISED NARRATIVE AND CALCULATIONS
1 NCSOS(CARTERET PLACE INVESTORS,LLC)
THESE ARE TRANSMITTED as checked below:
❑For approval [-]Resubmit copies for approval
❑For your use ❑Submit copies for distribution
❑✓ As requested ❑✓For review and comment
❑FOR BIDS DUE
❑PRINTS RETURNED AFTER LOAN TO US
REMARKS
PLEASE CALL WITH ANY QUESTIONS,
252-499-2166
COPY TO
SIGNED GINGERY.TURNER,PE

t
THE CULLIPHER GROUP, P.A.
ENGINEERING&SURVEYING SERVICES
October 31,2019
Christine Hall
NCDEMLR-Stormwater Section
127 Cardinal Drive Extension
Wilmington,NC 27889
RE: Additional Information
SW8160613
The Preserve at Carteret Place&The Retreat at Carteret Place,Carteret County
Dear Christine,
This Is In response to the October 29,2019 receipt of additional information requested for the above
reference project and the items have been addressed as follows:
1. 15A NCAC 02H.1042(2)(a)(ix): A review of the Carteret County GIS website discovered that STIFF,LLC
transferred 3Z71%undivided interest of their potion of this property to Carteret Place Investors,LLC
In the deed recorded in File#1580074 with the Carteret County Register of Deeds on June 28,2017.
The previous deed recorded in File#1540236 identified Brown Investment Properties LLC and STIFF,
LLC as each having 5096 undivided interest in this property. According the NCSecretary of State,
Carteret Place Investors,LLC is managed by Brown Investment Properties LLC. Section 111.1 or2 does
not list Carteret Place Investors,LLC as a third property owner and proposed co-permittee. Please
confirm the owners of this development and if necessary,identify this third entity as either the
applicant or property owner in Section III of the application.Please note that if this third owner is
Identified as a property owner,Section IX of the application will need to be signed.
Carteret Place Investors,LLC is to be added as an applicant to the stormwater permit along with
Brown Investment Properties,Inc.and STEF, I.I.C. Once Outparcel 1 is constructed it is the intent to
transfer property,permits,etc.to Carteret Place Investors,U.C. Mr.Brown has signed on behalf of
Brown Investment Properties, Inc,member of Carteret Place Investors, LLC the SWU-101,0&M and
deed restrictions. The original applications were mailed separately and may already been received.
2. 15A NCAC 02H.1042(2)(g)(v): The grading plan shows a doorway as being proposed on the west
side of the building nearest the handicap parking spots;however no sidewalk has been provided to
access this doorway. Please confrm the layout of the site and that all proposed built-upon areas are
shown.
Great catch. This doorway was intended as a maintenance access in the preliminary stages and no
sidewalk was desired;however,it is now the ingress/egress for a stairwell. The impervious
allocations have been updated accordingly on the plans,applications and calculations.
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY,NC 28557 tC C E I VE
[phone]
NOV 0 41019

3. 15A NCAC 02H.1042(2),.1041(2)(g)(iv),.1042(3)(b),and.1050(i)to support.1042(1)(a)(iv):The
proposed grading for Phase 3 presented in this revised plan set does not appear to match the
drainage area for Pond A that was previously delineated and approved as part of the September 23,
2016 modification. Please provide two copies of on updated signed sealed and dated drainage area
map based on the proposed site plan and supporting that the drainage area to Pond A is not
changing.
I reviewed the grading plan and the drainage area to Pond A and it did Increase slightly from
304,000 to 312,000 square feet. The calculations have been revised to accommodate the larger
drainage area and the pond design parameters are adequate for the increase in BUA. Applications,
supplements and plans have been revised accordingly. An updated stormwater drainage area map
Is also included in the submittal.
4. 15A NCAC 02H.1042(2)(h)(i): Pond A was previously approved with a temporary pool elevation of
14.45 ft. The revised calculations and supplement now list this elevation as 14.42 ft. With the next
available outlet being provided at 14.45 ft, why is the elevation reported for the temporary pool
changing?
The 14.42 ft Is the as-built elevation and is shown as such on the plans,supplements and
calculations.
Please let me know if you have any other questions or comments.
Sincerely,
y 0 .... Cgg0.,
�.� ••. ...... 4�•.i
Ginger Y.Turner,PE �, Q.0 ESS'N1'11
EAL
S �S
i C
3G970
.,ff9,yr;UP,•��.

Hall, Christine
From: Hall, Christine
Sent: Thursday, October 31, 2019 12:02 PM
To: Ginger Turner
Subject: RE: [External] RE: request for additional info - The Preserve at Carteret Place, SW8
160613
We have no problems permitting the as-built condition as long as the requirements have been met. We just need to
know that is the driver behind the change and ensure that the change is shown consistently throughout the package.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares _
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ginger Turner<[e-mail]>
Sent:Thursday, October 31, 2019 9:54 AM
To: Hall, Christine <[e-mail]>
Subject: [External] RE: request for additional info-The Preserve at Carteret Place, SW8 160613
irdExternal email.l7o not click links or open attachments unless you verify.Send all suspicious e n att mail as aachment to
The 14.42 elevation is the as-built elevation provided by the surveyor. Do I need to keep the design at 14.45 and provide
an additional calculation for the file that the 14.42 elevation is adequate for the required storage volume?
From: Hall, Christine <[e-mail]>
Sent:Tuesday, October 29, 2019 3:00 PM
To: 'Chester Brown III' <[e-mail]>; abee [e-mail]; Ginger Turner<[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: request for additional info -The Preserve at Carteret Place, SW8 160613
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few administrative
items that need to be addressed. Please let me know if you have any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
1

Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christi ne.hal le ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

Hall, Christine
From: Hall, Christine
Sent: Thursday, October 31, 2019 12:00 PM
To: Ginger Turner
Subject: RE: [External] RE: request for additional info - The Preserve at Carteret Place, SW8
160613
Attachments: 2019 10 history 160613 DRAFT.xlsx
Hi Ginger,
If you wish to change the name for the drawings,that shouldn't create confusion. We are trying to document the
purpose of each modification (see the attached draft). If this development is called the Retreat at Carteret place, the
first page of the app can be updated to reflect the correct facility name.
I did get a set of pages from Mr. Brown this morning.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
ft.T-
Nothing Compares,.,_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ginger Turner<[e-mail]>
Sent:Thursday, October 31, 2019 7:39 AM
To: Hall, Christine <[e-mail]>
Subject: [External] RE: request for additional info -The Preserve at Carteret Place, SW8 160613
Importance: High
External email.Do not click links or open attachments unless you verify.Send atf suspicious email as an attachment to
Good morning! Will it be OK to change the name for the submitted Phase 3 Construction Drawings (Outparcel 1) or will
it cause confusion? I just found out the actual name for this development is The Retreat at Carteret Place. Also you will
receive separate packages for the requested information since the original applications are coming from Greensboro. I
had them put to your attention and "Express' on the address label.
From: Hall, Christine<Christine.Hall @ncdenr.gov>
Sent: Tuesday, October 29, 2019 3:00 PM
To: 'Chester Brown III' <[e-mail]>; abee [e-mail]; Ginger Turner<[e-mail]>
t

Cc: Weaver, Cameron <[e-mail]>
Subject: request for additional info -The Preserve at Carteret Place,SW8 160613
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few administrative
items that need to be addressed. Please let me know if you have any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources-Stale Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall aancdenr.gov
127 Cardinal Drive Ed.
Wilmington, NC 28405
-^"Nothing Compares„ ,,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

Holly Harmon
From: Chester Brown III
Sent: Wednesday, October 30, 2019 2:03 PM ECE1\,C
To: Holly Harmon V C
Subject: FW: Additional Stormwater Applications OCT 3 1 1019
Attachments: Apps to be Signed.pdf
BY:�__�
Please print and prepare a FEDEX EXPRESS for overnight delivery
From: Ginger Turner<[e-mail]>
Sent: Wednesday, October 30, 2019 2:02 PM
To: Chester Brown III <[e-mail]>
Subject: Additional Stormwater Applications
*** WARNING - External email. Exercise caution. ***
The attached PDF includes the signing pages of the main stormwater application,operation/maintenance and deed
restrictions so that Carteret Place Investors, LLC may be included on the stormwater permit. Once signed and notarized,
please email me a scan of each and mail the originals to:
Please label the package with "EXPRESS" on the front.
NCDECt
DEMLR-State stormwater Program
Christine Hall
127 Cardinal Drive Ext
Wilmington, NC 28405 q ID - `79 to - 7335
Let me know if you have any questions.
Ginger Y.Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]
1

STATE o
• ti T � n
ROY COOPER
Governor - d -
MICHAEL S.REGAN
Secretary
S.DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
October 29, 2019
Via email only: chelbrown(a)binincco Via email only: abee afielisouth.net
Brown Investment Properties, Inc STEF, LLC
Attn: Chester H. Brown, 111, President Attn: Robert M. Abee, Manager
440 West Market Street 3108 Eaton Road
Greensboro,NC 27401 Raleigh, NC 27608
Subject: Request for Additional Information
Stormwater Project No. SW8 160613
The Preserve at Carteret Place
Carteret County
Dear Mr. Brown / Mr. Abee:
The Wilmington Regional Office received and accepted a modified Express State Stormwater
Management Permit Application for the subject project on October 15, 2019. A preliminary in-depth
review of that information has determined that the application is not complete and that additional
information is needed. To continue the review, please provide the following additional information:
v 1. 15A NCAC 02H.I 042(2)(a) (ix): A review of the Carteret County GIS website discovered that
STEF, LLC transferred 37.71% undivided interest of their potion of this property to Carteret
Place Investors, LLC in the deed recorded in File 41580074 with the Carteret County Register of
Deeds on June 28, 2017. The previous deed recorded in File #1540336 identified Brown
Investment Properties LLC and STEF, LLC as each having 50% undivided interest in this
property. According the NC Secretary of State, Carteret Place Investors, LLC is managed by
Brown Investment Properties LLC. Section 111.1 or 2 does not list Carteret Place Investors, LLC
as a third property owner and proposed co-permittee. Please confirm the owners of this
development and if necessary, identify this third entity as either the applicant or property owner
in Section III of the application. Please note that if this third owner is identified as a property
owner, Section IX of the application will need to be signed.
i
V2. 15A NCAC 02H .1042(2)(g)(v): The grading plan shows a doorway as being proposed on the
west side of the building nearest the handicap parking spots; however no sidewalk has been
provided to access this doorway. Please confirm the layout of the site and that all proposed built-
upon areas are shown.
,/3. 15A NCAC 02H.1042(2), .1042(2)(g)(iv), .1042(3)(b), and .1050(1) to support .1042(2)(a)(iv):
The proposed grading for Phase 3 presented in this revised plan set does not appear to match the
drainage area for Pond A that was previously delineated and approved as part of the September
23, 2016 modification. Please provide two copies of an updated signed sealed and dated drainage
area map based on the proposed site plan and supporting that the drainage area to Pond A is not
changing.
4. 15A NCAC 02H.I 042(2)(h)(i): Pond A was previously approved with a temporary pool
elevation of 14.45 ft. The revised calculations and supplement now list this elevation as 14.42 ft.
With the next available outlet being provided at 14.45 ft, why is the elevation reported for the
temporary pool changing?
5. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also remember to
provide two hard copies of any updateddocuments per 15A NCAC 02H.1042(2).
D_E QJ� North Carolina Department of Environmental Quality I Division of Energy.Mineral and Land Resources
r Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
rV_ 910.796,7215

State Stormwater Permit No. SW8 160613
Page 2 of 2
All of the requested information listed above should be received in this Office by November 5,2019, or
the application will be returned as incomplete. If additional time is needed to submit the requested
information, please email your extension request prior to this due date to the email address provided
below with ajustification and a date of when the requested information will be submitted, which shall be
no later than 5 business days past the original due date. Please remember that extension requests delay
the issuance of the final permit. Also, please note that only two letters requesting additional information
is allowed in the State Stormwater Program. if the information is not satisfactorily provided after the
second request, the project will be returned. If the project is returned and you wish to re-submit to the
Express Program,you will need to reschedule the project through the Express Coordinator for the next
available review date and will need to resubmit all required items at that time, including the application
fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as"Express"and reference the State assigned project number
on all correspondence. If you have any questions concerning this matter, please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
e re' et&
Christine Hall
Environmental Engineer
GDS/canh: \\\Stormwater\Permits& Projects\2016\160613 HD\2019 10 addinfo 160613
cc: Ginger Turner, PE;The Cullipher Group; via email:ginger`ga tcgpa.com
Wilmington Regional Office Stormwater File

Hall, Christine
From: Hall, Christine
Sent: Tuesday, October 29, 2019 3:00 PM
To: 'Chester Brown III'; [e-mail]; Ginger Turner ([e-mail])
Cc: Weaver, Cameron
Subject: request for additional info - The Preserve at Carteret Place, SW8 160613
Attachments: 2019 10 addinfo 160613.pdf
All,
Attached is a pdf of the request for additional information for the subject project. There are just a few administrative
items that need to be addressed. Please let me know if you have any questions or concerns.
Please also remember to label any packages submitted with "EXPRESS".
Thanks!
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
t

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Carteret Place Investors, LLC
Information
Sosld: 1531197
Status: Current-Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 7/18/2016
Registered Agent: Brown, Chester H., III
Addresses
Reg Office Reg Mailing Principal Office
440 W Market St 440 W Market St 440 West Market Street
Greensboro, NC 27402 Greensboro, NC 27402 Greensboro, NC 27402
Mailing
PO Box 930
Greensboro, NC 27402-0930
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. ECEIVE
Member OCT 2 9 2019
Brown Investment Properties Inc
PO Box 930 1�Ghnl�i
Greensboro NC 27402-0930
https://www.sosnc.gov/online_services/search/Business_Registration_Results 10/29/2019

II!IVIIIVII�II�IIpp�IIc�Vo�IppIII
NORTH CAROLINA,CARTERET COUNTY f1�C 9 1J00014
Thle Instrument and this certificate are duly Pled at
the date and 8ma and In the Book and Page shown
on ins first page hereof, FOR REG157RATION REGISTER OF DEEDS
�a Cat•as CeunM NO
Mare s H esry,Rea'ki of par June 28, 2011 12:06: PM
yaoeaMJsfpamdw. InpVIS FEE: E26�o 2 P
FILE C MINN
—
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax:$0.00
Parcel Identifier No.637613137967000 Verified by County on the_day of 20
By:
'ZP pared by and after recording send to:
ith,Anderson,Blount,Dorsett,Mitchell&lemigan,L.L.P.(MRT),Post Office Box 2611,Raleigh,North Carolina 27602-2611
Brief description for the Index: Lot 1,Book 33 Page 385
THIS DEED made this 26C day of �:w a 2017,by and between
GRANTOR GRANTEE
STEF,LLC, CARTERET PLACE INVESTORS,LLC,
a North Carolina limited liability company a North Carolina limited liability company
3108 Eton Road 440 West Market Street
Raleigh,NC 27608,AS TO A P.O.Box 930
37.71 %UNDIVIDED INTEREST Greensboro,NC 27402
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and shall include
singular,plural,masculine,feminine or neuter as required by wntexL
WITNESSEPH,that the Grantor,fare valuable consideration paid by the Greater,the recelptofwhich is hereby acknowledged,has and
by these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that 37.71%UNDIVIDED INTEREST AS
TENANT IN COMMON in that certain lot,parcel of land or condominium unit situated in the City of Morehead City,Morehead
Township,Carteret County,North Carolina and more particularly described as follows:
BEING all of that certain tractor parcel of land entitled"LOT I"containing 26.02 acres as shown on map entitled
"Final Plat The Preserve At Carteret Place Lots I&2",prepared by Stroud Engineering,P.A.,dated 09/27/16 and
recorded 1 I/28/16 in Book 33,Page 385,Instrument Number 33385,Carteret County Registry.
TOGETHER WITH the 60' access easement as set forth on plat recorded in Map Book 33,Page 202,Carteret
County Registry.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1540,Page336,Carteret Counl Registry.
All or a portion of the properly herein conveyed does not include the primary residence of Grantor.
0924288.1
NC Bar Association from No.6 0 Ila01e,20❑ Thv standard form hu boon pprovM by:
Panted by A,Toom nr with or,NC Bar Aia.W. North Carolina Bar%saouanon—NC Bar F.No
BOOK IGW PAGE -�4
U
ECEIVE
OCT 2 9 2019
BY: "
1 i

A map showing the above described property is recorded in Book 33,Page 385,Catteret County Regisny.
TO HAVE AND TO HOLD AN 37.71%UNDRgDFD INTEREST AS TENANT IN COMMON in the aforesaid lot or parcel of land
and all privileges and appurtenances thereto belonging to the Grooms in fee simple.
And the Grantor covenants with the Grantee,that Grantor has done nothing to impair such title as Grantor received,and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by,under or through Grantor,other than the following
exceptions:
1)Ad Valorem taxes for the current year and subsequent years.
2)All easements,covenants and restrictions of record.
3)Zoning ordinances and other governmental restrictions on the use and development of real property.
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
STEF.LLC By: A44////--� ,`,
-
Robert Abee, Member/Manager
Stare of -County of
nty or City of and State aforesaid,certify that Robert
1,the undersigned Notary Public of the Cou
Abee personally came before me this day and acknowledged that he is the MemlcWhIanaM of STEF,LLC,a North Carolina
limited liability company,and that by authority duly given and as the act of such amity,he si ed the foregoing insmtmem in its
name its behalf as its act and deed. Witness my hand and Notarial soup or seal,this day of
2017.
1"t rm P� P++es: Noary Public
Notary's Printed or Typed Name
y af"i' OTA'Q •';y'
BOOK 1GSD PAGE -N
a 60242ss.t
NC By Avociatim Firm No.6CBuAnxiati3 li= at Ms (rembybcaar Fondby:
liiv¢d by Apeamecr wiW Ne NC By Avocutiov Nonh Cereliv aer Asswiniw—NC By Firm No.6
y't r

THE CULLIPHER GROUP, P.A.
ENGINEERING&SURVEYING SERVICES
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY,NC 285S7
P:[phone]
F:[phone]
TIER OF TMNSI IML
DATE 10/15/19
To:
NCDEQ-DEMLR-STORMWATER SECTION JOB NO.PM1558-BIP
ATTENTION CHRISTINE HALL
127 CARDINAL DRIVE EXT
RE: THE PRESERVE,PHASE 3
WILMINGTON,NC 28405 EXPRESS STORMWATER SW8160613
WE ARE SENDING YOU:
COPIES DATE NO. DESCRIPTION
1/1 APPLICATION, DEED RESTRICTIONS, O&M
2 PLANS(SHO,SHI,SH2,SH4 AND SHE)
1 APPLICATION FEE$4000.00#7815
1 NARRATIVE/CALCULATIONS/ATTACHMENTS
1 DEED
1 CORPORATION DOCUMENTATION
THESE ARE TRANSMITTED as checked below:
❑For approval ❑Resubmit copies for approval
❑For your use ❑Submit copies for distributiopa� 0/�
❑As requested ❑✓For review and comment CIV0
❑FOR BIDS DUE OCT PRINTS RETURNED AFTER LOAN TO US Iq 2019
J
REMARKS BY--
PLEASE CALL WITH ANY QUESTIONS.
252499-2166
COPY TO
SIGNED GINGERY.TURNER,PE

, IIUuIIIIII �� RR II
V�V IuV�I'�III�II�II�yII�IV
FILE 11M
NORTH CAROLINA.CARTEREr COUNTY
This instrument and this certificate are duly filed at
the date and time and in the Book and Page shown FOR REcisiRRnea R.E.msiss or ceeus
Jerry r. .re.ep
on the Erst pageh f. �e� c. v, rvc
Je .Hard $
�rI1WW 2 DEED 16 05 P655 PM
nY FEE: $26 0a
NC REVEW E STFV . 84 D00.06
FILE 11540336
�PRHPAR®BY: Howvd,Stainp;F.O%Hmsoq Ail®;An2e11&Davie.PA,P.O.Box 975,Nm 13 qNC M63
AS M.
NORTH CAROLINA PARCEL m#637613148030000
RBVBNua sidles$4000,00
CARTERET COUNTY
❑ If checked,the property includes the primary residence of Grantor.
THIS SPECIAL WARRANTY DEED made and entered into this the A 4-�day of April,
2016,by and between BEST VENTURES,LLC,allorth Carolina limited liability company,whose
address is:612 Blau Point Road,Morehead City,NC 28557,parry of the first part;
-TO-
BROWN INVESTMENT PROPERTIES, INC., a North Carolina corporation, whose
address is: 440 W. Market Stroet,.Grcensbom,NC 27401, and STEF,LLC, a North Carolina
limited liability company, whose address is: 3108 Eton Road, Raleigh, NC 27608; each an
UNDIVIDED 50%INTEREST AS TENANTS IN COMMON,parties of the second part;
WITNESSETH:
That said party of the first part in consideration of the sum of ONE HUNDRED AND
NO1100 ($100.00)DOLLARS and other good and valuable considerations to said party paid by
said parties of the second part,the receipt of which is hereby acknowledged,has bargained and
sold,and by these presents does grant,bargain,sell,and convey to said parties of the second part,its
Bawvd,Sttgings,Fmm, B Huo ,AugdlkD•vta,PA O
PO 9]5
New Bern,
x 975
NC Za563 r
BOOK ( SYa PAGE 33c, J
�CI�AlI'�
OCT 19 2019
BY�

I•
I ,
I
I
successors and assigns, a certain tract or parcel of land, lying and being situate in Morehead
Township, Carteret County,North Carolina,and being more patticularly described m Exhibit A
incorporated herein by reference.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land,and all privileges and
appurtmances thereto belonging to the said parties of the second part,its successors and assigns,in
fee simple,to its only use and behoof forever,subject to the exceptions on Exhibit B affixed hereto
and incorporated herein byreference.
The said party of the first part covenants that it has done nothing to impair such title as party
of the first part received, and party of the lust part will warrant and defend the title against the
lawful claims of all persons claiming by,under or through party of the first part,except for the
exceptions referenced above.
IN TESTIMONY WHEREOF,the said party of the fast part has caused this instrument to .
be executed in such form as to be binding this day and year fast above written.
BEST VENTURES,LLC(SEAL)
ANo Carolina Co P Y
BY (SEAL)
Marcellus J.Best,Jr,
How.d.Stalling,From,HM..At ,Mgll&D.A;PA-
PDB 995
New Bmv,NC 28563
BOOK 5 o PAGE 3i h
� t

STATE OFNOR�TH CAROLINA
COUNTY OF
I certify that the following person(s) personally appeared before me this day, each
aclmowledgmg to me that be or she voluntarily signed the foregoing document for the purpose
slated therein and in the capacity indicated: Maruellus J.Best,Jr..as Manager of Best Ventures.
Date: 14 22
NOTARY PUBLIC
.Tkj&JJ& R . I�(�1Vt7.Notary Public
Notary's typed or printed name
My Commission Expires:
a-ap-D-021
(Official seal)
NOTM puwc
w9aa=.wuN
NORTH CAROLM
Nly eanm6sbn E+mhn 21]-2a31
Howud,Staingr,Fra II.WN Afkbm "Zc@DeW,PA.
PO Box 975
New Bun,NC WO
BOOK 15Lo PAGE 336

EXHIBIT A
BEING all of that tract or parcel of lend designated as"pact 3"and containing approximately
29.63 acres +/- as more particularly shown on 'Recombination Survey, Best Ventures LLC
Property, Tracts 1 & 3"dated September 11, 2015, prepared by Stroud Engineering, P.A. and
recorded September 21,2015 in Map Book 33,Page 202,Carteret County Registry.
SUBJECT TO that 60'wide access easement for purposes of ingress,egress and regress as shown
on Map Book 33,Page 202,Carteret County Registry.
Howard,Stdlln Pram,Ha -N Andv Angell&DW,PA
Po Box ar5
Naw Berg NC 2850
BOOK 5qo PAG �3 b

EXHIBIT B
EXCEPTIONS
1. 2016 ad valorem taxes
2. All matters as shown on Map Book 33,Page 202;Map Book 31,Page 836;Map Book 28,
Page 700;Map Book 14,Page 36;Map Book 7,Page 50;Map Book 17,Pages 5&5A;
Map Book 25,Page 20;Map Book 24,Page 59;and Map Book 15,Page 38
3. Easementl to Tidewater Power recorded in Book 96,Page 321 and Book 105,Page 97
4. Eacement to State Highway Con1miMiDn recorded in Book 237,Page 577
5. Easement to Carolina Power and Light Company recorded in Book 170,Page 49
6. Rights of Way to Departorent of Transportation recorded in Book 501,Page 211
7. Rights of Way for Friendly Road recorded in Book 515,Page 496
8. Conditional we zoning and applicable zoning and land use ordinance for the Town of
Morehead City
Howard,Ronne,From,Hunoq Addm,Angell&Dahl,PA
PO B.975
New Bem,NC 29M
BOOK �y_pAGE
i

THE PRESERVE AT CARTERET PLACE
MANSFIELD QUADRANGLE
UPS NORTH CAROLINA-CARTERET CO.
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OCT 15 2019
BY'

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ECEIVE
OCT 15 2019
BY.

` BUSINESS CORPORATION ANNUAL REPORT
10 2017
NAME OF BUSINESS CORPORATION: Brown Investment Properties, Inc.
0016208 un9 Only
SECRETARY OF STATE ID NUMBER: STATE OF FORMATION: NC E-Filed Annual Report
O 0016208
REPORT FOR THE FISCAL YEAR END: 12/31/201 V CA201909101529
4/1/2019 09:53
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Brown, Chester H , III
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS &COUNTY 4.REGISTERED OFFICE MAILING ADDRESS
440 W Market St 440 W Market St
Greensboro, NC 27401 Guilford County Greensboro, NC 27401
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate - Rental, Management and Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
440 W Market St 440 W Market St
Greensboro, NC 27401 Greensboro, NC 27401
6. Select one of the following if applicable. (Optional see instructions) �? ,
❑ The company is a veteran-owned small business
❑ The company is a service-disabled veteran-owned small business QC� 2019
BY
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Peter W Placentino NAME: Russell Parmel , Jr. NAME: Jason Whitlach
TITLE: Vice President TITLE: Vice President TITLE: Treasurer
ADDRESS: ADDRESS: ADDRESS:
440 West Market Street 440 West Market Street 440 West Market Street
Greensboro, NC 27401 Greensboro, NC 27401 Greensboro, NC 27401
SECTION D: CERTIFICATION OF ANNUAL REPORT, Section D must be completed in its entirety by a person/business,
enti
Chester H. Brown III 4/1/2019
SIGNATURE DATE
Form must be signed by an officer listed under Section C of this form.
Chester H. Brown III President
Print or Type Name of Officer Pdnt or Type Title of Officer
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525,Raleigh,NC 27626-0525

SECTION E: ADDITIONAL OFFICERS
NAME: Lori Stewart NAME: Susan Whitehead NAME: Chester H. Brown , III
TITLE: Vice President TITLE: Vice President TITLE: President
ADDRESS: ADDRESS: ADDRESS:
440 West Market Street 440 West Market Street 440 West Market Street
Greensboro, NC 27401 Greensboro, NC 27401 Greensboro, NC 27401
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADq ESS:. }; y ADDRESS: ADDRESS:
e ll `ti
,{} Yru
NAME: NAME: Name:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:

SOSID: 0433684
o�„p Date Filed: 9/19/2018 11:59:00 PM
LIMITED LIABILITY COMPANY ANNUAL F ElailinRM North Carolina Secrretaryetaryl
of State
10/2017 C2018 275 00463
NAME OF LIMITED LIABILITY COMPANY: STEF, LLC
Fltirg OIOce use only
SECRETARY OF STATE ID NUMBER: 0433684 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2018 ❑�
ti
SECTION A: REGISTERED AGENT'S INFORMATION ®Changes
r.
1.NAME OF REGISTERED AGENT: Robert M Abee
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS&COUNTY 4.REGISTERED OFFICE MAILING ADDRESS
3108 Eton Rd 3108 Eton Rd
Raleigh, NC 27608 Wake Raleigh, NC 27608 Wake
SECTION B:PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: Real Estate Investment
2.PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAI Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5.PRINCIPAL OFFICE MAILING ADDRESS
o ..
3108 Eton Rd 3108 Eton Rd
Raleigh, INC 27608 Wake Raleigh, NC 27608 Wake
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran-owned small business Ec I E
❑ The company is a service-disabled veteran-owned small business 18 2019
SECTION C:COMPANY OFFICIALS(Enter additional company officials in Section E.) BY. OCT1.
NAME: Robert M Abee NAME: NAME:
TITLE: Member/Manager TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
3108 Eton Road
Raleigh, NC 27608 Wake
SECTION D:CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
GNATURE I DATE
Form must be signed by a Company Official listed under Section C of This form. '
ROBERT M ABEE MEMBER/MANAGER
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF$200
MAIL TO:Secretary of State, Business Registration Division,Post Office Box 29525.Raleigh.NC 27626-0525

Hall, Christine
From: Ginger Turner <[e-mail]>
Sent: Monday, August 26, 2019 12:49 PM
To: Hall, Christine
Cc: Weaver, Cameron
Subject: RE: [External] RE:The Preserve at Carteret Place, SW8 160613
a External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to
Yes
From: Hall, Christine<[e-mail]>
Sent: Monday, August 26, 2019 12:35 PM
To: Ginger Turner<[e-mail]>
Cc:Weaver, Cameron <[e-mail]>
Subject: RE: [External] RE: The Preserve at Carteret Place, SW8 160613
So the BUA to Pond A is increasing?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall aa)ncdenr.00v
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares -
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ginger Turner<[e-mail]>
Sent: Monday, August 26, 2019 12:29 PM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: [External] RE: The Preserve at Carteret Place,SW8 160613
a External ema 1.[lo not click finks ar open attachments unless you veri .Send all suspicious email as an attachment to
The SCM (Pond A) is not physically changing only requesting additional BUA that is already built into the original
parameters of the pond. I think you mentioned before that any additional BUA would need to meet the 2017 rules, but
t

since this project drains to SB waters it remains the 1.5 inch storm. The other part that is to be addressed is this phase
would be proposed/permitted as an outparcel, as suggested, in the event it were to change ownership. Please let me
know if there are any more questions or concerns.
Ginger
From: Hall, Christine<[e-mail]>
Sent: Monday, August 26, 2019 12:20 PM
To: Ginger Turner<gineer[@tcgpa.com>
Cc: Weaver, Cameron <cameron.weaver([e-mail]>
Subject:The Preserve at Carteret Place, SW8 160613
Ginger,
I'm looking at the Express request for this project and need a bit of clarification on the level of the modification being
requested. Are any of the SCMs changing? Is the BUA increasing beyond the previously permitted amounts? I see the
Express request lists this as a major modification and just wanted to confirm.
Thanks.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hallo)ncdenr.gov
127 Cardinal Drive Ed.
Wilmington, NC 28405
Nothing Compares,—._
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
2

For DEC Use ONLY
Reviewer C N
North Carolina Department of Environmental Quality summit O FJ 17
Request for Express Permit Review
Time: 1 QIIq
Confirm'.
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
Asheville Region-Alison Davidson 828.296-4698;ason. ayson(cncenrgov Provided Existing Permits
• li did bd this
related to this Protect
• Fayetteville and Raleigh Regions-David Lee 919.791.4204;daviddee(ncdenr goy
• Mooresville and Winston-Salem Regions-Paul Williams 336-776-9631;paul.e.williams(a)ncdenrgov SW—
• Washington Region-Lyn Hardison 252-948-3842 or lyn.hardison(ancdenrgov SW—
Wilmington Region-Cameron Weaver 910-796-7265orcameron.weaverp7ncdenr SW
goy NPDES_ �0cSZ�
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES_ I \�
Project Name:THE PRESERVE AT CARTERET PLACE County: CARTERET WQ—
Applicant:JASON WHITLATCH Company: BROWN INVESTMENT PROPERTIES, INC. E&S_
Address:440 WEST MARKET STREET City: GREENSBORO, State: NC Zip:27401-_ E&S
Phone: [phone],Fax: [phone], Email: 'whil [e-mail] Other_
Physical Location:316 FRIENDLY ROAD,MOREHEAD CITY NC 28557
Project Drains into PELETIER CREEK&CALICO CREEK waters-Water classification SB/SC DWR Surface . ess
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters?N,within%mile and Or a s" thin 1 mile
and draining to class HOW waters?Y y�O
EngineeriConsultant: GINGERY.TURNER Company:THE CULLIPHER GROUP, PA AT o
Address: 151-A NC 24 City:MOREHEAD CITY, Stale: NC Zip:28557-_
Ph�3 OOBA Fax:_-_- Email: [e-mail] �) �- y p a8Y•
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE G C
$_ #_JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:_
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑ Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑ Isolated Welland(_linear ft or_acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑Major General Variance
® State Storrnwater ❑ General ❑ SFR, ❑ SFR< 1 ac. ❑Bkhd&Bt Rmp, ❑ Clear&Grub, ❑ Utility ❑Other
❑ Low Density ❑ Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW_ (Provide permit#)]
® High Density-Detention Pond 2#Treatment Systems ❑ High Density-Infiltration _#Treatment Systems
❑ High Density-Bio-Retention _#Treatment Systems ❑ High Density-SW Wetlands _#Treatment Systems Gtj
❑ High Density-Other _ft Treatment Systems/®MOD:®Major❑ Minor❑ Plan Revision ❑ Redev. Exclusion SW 8160X&(Provide permit#)
❑ Coastal Management ❑ Excavation&Fill ❑ Bridges&Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with—acres to be disturbed. (CK# &Amt. (for DEQ use))
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site®Yes❑ No Buffer Impacts: ® No❑YES: —acre(s)
Wetlands Delineation has been completed: ®Yes❑ No Isolated wetland on Property❑Yes❑ No
US ACOE Approval of Delineation completed: ®Yes❑No 404 Application in Process w/US ACOE: ®Yes ❑ No Permit
Received from US ACOE®Yes❑ No
For DFQ use only
Fees lit for multiplepermits: Check# Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LDS - $ Stream Deter— $
NCDEQ EXPRESS June 2019

Narrative
The Preserve at Carteret Place-Phase 3
Morehead City, NC 28557
August 8, 2019
Owner:
Brown Investment Properties Inc.
c/o Chester Brown, III
440 West Market Street
Greensboro, NC 27401
[phone]
Engineer:
The Cullipher Group, P.A.
151-A NC 24
t a rI —, .<•+ •-- Morehead City, NC 28557
I ( [phone] ext. 1006
L General Information
a. Name:
The Preserve at Carteret-Phase 3
b.Address:
316 Friendly Rd, Morehead City,NC 28557
c. Acreage in Tract
29.629+/-acres
d. Disturbed Acreage:
3.5 acres
e. Wetlands Acreage:
6.781 +/-acres
f.Ownership Information
Brown Investment Properties Inc.
c/o Chester Brown, III
440 West Market Street
Greensboro,NC 27401
PIN:6376.13.14.8030
Deed Book 1540, Page 336
g. Development Proposal
The Preserve at Carteret Place-Phase 3 includes the construction of a multifamily development on
the south side of Galantis Drive permitted in Phase I under SW 8 160613, issued July 13,2016. The
property is located at 316 Friendly Road in Morehead City, Carteret County approximately three-tenths
of a mile on the right from the intersection of US Highway 70 and Friendly Road.
A portion of the site presently drains to the south to a thirty-six inch culvert and eventually into
Peletier Creek which is classified as SB. The remaining portion drains to the north and east into Calico
Creek, classification SC.
h. Pre 1988 BUA
There is no pre 1988 BUA.
i. Phasing of Project
Phase I consisted of Galantis Drive and Pond A,sized to treat Galantis Road and additional
impervious proposed within Phase 2 for the residential development. Phase 2 included the
construction of eight multifamily buildings with associated parking/drives and amenities for the
development. A second pond, Pond B, was designed and constructed to treat impervious within Phase
2(impervious south of wetlands).

Phase 3 is being proposed to complete the development of the project with a single multifamily
building,parking and amenities.
j. Proposed wastewater and water supply.
Project is proposed to be served by Town of Morehead City sewer and water.
k. Historic Sites
There are no known historic sites associated with any of the parcels.
I. Non-Compliance
There are no known non compliance issues.
If. Stormwater Information
a. Project is located in the White Oak River Basin on Friendly Rd. Drains to Peletier Creek, 20-36-1 I, SB and
Calico Creek,21-32, SC, HOW. Both proposed wet detention ponds outfall to Peletier Creek.
b. The stormwater design is high density based upon future development totaling more than 24%of tract built
upon area.
c. The proposed total impervious area is proposed at approximately 38.55%for Phases 1,2 and 3 combined
project area.
d. No modifications to the drainage areas. Drainage areas are delineated for Ponds A and B. Built upon area
from Galantis Drive will be collected and directed to Pond A. No additional drainage area other than
included in this submittal will be allowed to drain to the right of way of Galantis Drive and Pond A.
Adjacent acreage to the north or Galantis Drive must provide additional on-site BMP(s) for development.
Pond B will treat the drainage area on the south side of the wetlands located predominately in the middle of
the tract.
e. Project is not within the 50' coastal buffer requirement.
f. Project is not within the 75' Area of Environmental concern.
g. There is no off-site runoff coming onto the site or into the proposed SCMs.
h. Road construction access across other property is not necessary to access this project.
i. This modification request revises the impervious amount within Drainage Area I to Pond A based on the
_actual site developmp ent_pIan and allocates the proposed impervious with drainage area accordingly.
The additional impervious does not change the existing design of the permitted pond. The request also
includes the proposed Phase 3 development within Drainage Area I (Pond A)to finalize the project.
IIL Coastal Stormwater Regulations
The North Carolina Division of Environmental Quality implemented coastal stormwater regulations in
coastal counties on January I, 1988 and most recent codified effective January 1,2017. The proposed
development is being designed under the most recent rules. These regulations are detailed in 15 NCAC
02H.1019 Coastal Counties. These rules allow for a development to be considered under various options. This
project is submitted for approval consideration under High Density per 15A NCAC 02H.1001(2)(a)and
02H.1019(7)(b).The previously permitted project complies with the 2008 Stormwater Regulations, 15A NCAC
02H.1000 and Session Law 2008-21 I.
IV. Erosion and Sedimentation Control Measures

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Weaver, Cameron
From: Ginger Turner <[e-mail]>
Sent: Thursday, August 8, 2019 3:59 PM
To: Weaver, Cameron
Cc: Hall, Christine; Chester Brown III; Lance Ramsey; Ron Cullipher
Subject: [External] EXPRESS REQUEST - SW8 160316 The Preserve at Carteret Place -
Modification
Attachments: Express Request 2019.08.08.pdf
Extemaf ROB not slick finks or open attachments unless you verify.send atI suspicious email as an attachment to
Cameron,
Please see the attached request for an express review meeting, stormwater only, and let me know if you have any
questions.
Thank you,
Ginger Y.Turner, PE
The Cullipher Group, PA
151A Highway 24
Morehead City, NC 28557
[phone] (main)
[phone] (direct)
[e-mail]
t

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STROUD ENGINEERING, P.A. 119ETT n
3302-C Bridge Street
Morehead City, NC 28557
DATE JOB NO.
ND
[phone] ATTENTION
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WE ARE SENDING YOU Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. // DESCRIPTION
BY:
JUN 18 2018
THESE ARE TRANSMITTED as checked below:
fl➢ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
l For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
14 11 v CV't e fte
140 P� a I ; $._[A", ) y :{ L a Co
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COPY TO
SIGNED:
_:tf enclosures are not as noted,kindly notify us at once.

Scott, Georgette
Fromr Andy Munday <[e-mail]>
Sent: Thursday, June 14. 2018 2:24 PM
To: Scott, Georgette
Cc: Linwood Stroud
Subject: [External]The Preserve at Carteret Place
Attachments: Ponds A& B.pdf
Hello Georgette,
Hope you are doing well. Attached are the certifications for ponds A& B at the Preserve at Carteret Place. A hard copy is
in the mail. Please let me know if you need anything else. We have relocated to 3302-C Bridges Street and my direct
number is 252-499-1031 or my cell phone is 252-714-1041.Thanks for your help!
Andy
1

MEMORY TRANSMISSION REPORT
TIME :09-28-2016 15:09
FAX NO.]
NAME
FILE NO. 111 ,
DATE 09.28 15:06
TO n 913362749305
DOCUMENT PAGES 9
START TIME 09.28 15:07
END TIME 09.28 15:09
PAGES SENT 9
STATUS OK

State of forth Ca+rohna
Department of Envirommeuntal Quaky
Wilmington Rei iemal Q Tnec
P,¢HCCFOay, Governor LFAX COVED SHEET dDopiald R van der l aWa Secretary
Date: " No. Wages (excl. cover):
T'o: //�'' LG3 Ta From: Jo Casmer
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Fax: /rp / / , Fax: [phone]
127 Cardinal Drive Extension,Wilmington,NC 28405 o(910)796-7215 o An Fqual Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :09-28-2016 15:07
FAX NO.1
NAME
FILE NO. 110
DATE 09.28 15:05
TO :e 912527562345
DOCUMENT PAGES 9
START TIME 09.28 15:06
END TIME 09.28 15:07
PAGES SENT 9
STATUS OK

State of Nowt@ Carofina
Deparammemt of Emvueommmemtaaa Qua➢it*q
we§memgton RegivaaB wee
!agMcCroq, GovePmov FAX COVER SH EE7 Donald R ran der Naart,Secretary
Date: �� No. Pages(excl. cover):
To: From: Jo Casmer
Co: s. Z-w Phone: [phone]
Fax: / Fax: �[phone]
127 Cardinal Drive Extension,Wilmington,NC 28405 0(910)796-7215 o An Equal Opportunity Affirmative Action Employer