SW8971223_CURRENT PERMIT_20211209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWg Cjl i��3
DOC TYPE]
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 21 12 0 °1
YYYYMMDD

4
ROY COOPER
Governor
ELIZABETH S. BISER
secretary
BRIAN WRENN
D1recror
December 9, 2021
Bald Head Island Limited LLC
Attn: Charles A. Paul, III; Manager/CEO
P.O. Box 3069
Bald Head Island, NC 28461
NORTH CAROLINA
Environmental Qualify
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 971223
Harbour Village Eastern Basin Lots
Brunswick County
Dear Mr. Paul:
Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the
Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR"). All
previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any permit that was set to expire during this time frame to three (3) years from its current
expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an extra year for
a total of four (4) years extension.
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on November 30, 2021. The Division is hereby notifying you that permit SW8971223 has been
renewed, updated, and re -issued on December 9, 2021, as attached. As requested, a copy of the current operation
And maintenance agreement is also enclosed. Please be aware that the renewal and re -issuance of this stormwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until November 6, 2029, which includes all available extensions, and does not
supersede any other agency permit that may be required. The project shall be subject to the conditions and
limitations as specified therein. This permit does not impose new or increased stormwater control requirements; it
clarifies the rules and requirements of this program to provide you with a better understanding of your obligations
under this permit. Failure to comply with these requirements will result in future compliance problems. Please
note that this permit is not transferable except after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAJi.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this perm it, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or [e-mail]
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
- '.
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
non�cu+our. e
ow ��
910.796.7215

State Stormwater Permit No. SW8 971223
Page 2 of 2
Enclosures: Attachment A — Designer's Certification Form
Attachment C — Permitting History
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: \\\Stormwater\Permits & Projects\ 1 997\971223 HD\2021 12 permit 971223
CC' Bruce Marek, PE; Bruce Muck, P.E.; 5489 Eastwind Road; Wilmington, NC 28403
Wilmington Regional Office Stotmwater File
�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 971223
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bald Head Island Limited, LLC
Harbour Village Eastern Basin
East side of Bald Head Island, Brunswick County
FOR THE
construction, operation and maintenance of one wet detention pond for the high density area and a 25
% low density area, in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and as outlined in the application, approved stormwater management plans,
supplement, calculations, operation and maintenance agreement, recorded documents,
specifications, and other supporting data (the "approved plans and specifications") as attached and/or
on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or
"DEMLR"). The project shall be constructed, operated and maintained in accordance with these
approved plans and specifications. The approved plans and specifications are incorporated by
reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until November 6, 2029 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 2 of this permit. The low density portion is permitted for 28
single family lots, each allowed a maximum built upon area equivalent to the building envelope
(see Summary of Built -Upon Area - Attachment A, dated August 14, 2007). Runoff from the
high density area will be treated in a detention pond, sized to handle 203,485 square feet of
built -upon area. The built -upon area for lots in the high density area is listed in Attachment A -
dated August 14, 2007 and Exhibit A — dated October 24, 2007.
3. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 1 of 8

Post -Construction Stormwater Management
Permit No. SW8 971223
4. Development within CAMA's Area of Environmental Concern may be subject to a reduction in
the allowable built -upon area due to CAMA regulations. At a minimum, maintain a 30 foot
vegetated filter between High Water Line and BUA.
5. The following design elements have been permitted for this wet detention pond stormwater
facility,
and must be provided in the system at all times.
Pond
Low Density
Drainage Area
Drainage Area
a.
Drainage Area, acres:
6.97
3.07
Onsite, ft2:
303,614
133,745
Offsite, ft2:
0
0
b.
Total Impervious Surfaces, ft2:
203,485
29,230
Lots ft2:
120,274
29,230
Streets, ft2:
53,143
0
Parking, ft2:
17,000
0
Sidewalks, ft2:
13,068
0
Offsite, ft2:
0
0
C.
Design Pond Depth, feet:
7.5 max. (installed prior
to 2006)
d.
TSS removal efficiency:
90%
-
e.
Design Storm:
1 inch
-
f.
Permanent Pool Elevation, FMSL:
3.9
-
g.
Permitted Surface Area @PP, ft2:
6640
-
h.
Permitted Storage Volume, ft3:
17,136
-
i.
Storage Elevation, FMSL:
6.08
-
j.
Controlling Orifice:
1.61 " ID 0 pipe
-
k.
Permanent Pool Volume, ft3:
30,525
-
l.
Forebay Volume, ft3:
6,100
-
m.
Maximum Fountain Horsepower:
1/8 HP
-
n.
Receiving Stream / River Basin:
Bald Head Marina
Bald Head Creek
o.
Stream Index Number:
18-88-8-5
18-88-8-4
p.
Classification of Water Body:
"SC"
"SA,HQW'
II. SCHEDULE OF COMPLIANCE
The permittee is responsible for verifying that the proposed built -upon area for the entire lot
does not exceed the maximum allowed by this permit. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water Quality, and
responsibility for meeting the built -upon area limit is transferred to the individual property
owner.
If an Architectural Review Board or Committee is required to review plans for compliance with
the BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals
given by the Board do not relieve the homeowner of the responsibility to maintain compliance
with the permitted BUA limit.
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.
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.
All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
Page 2 of 8

Post -Construction Stormwater Management
Permit No. SW8 971223
6. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted on
the Certification. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
9. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at the design condition. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
11. The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications, and the supporting documents attached
to this permit and on file with the Division.
12. 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.
13. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool surface.
C. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
Page 3 of 8

Post -Construction Stormwater Management
Permit No. SW8 971223
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 971223, as issued by the Division
under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Energy, Mineral, and
Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division.
f. Twenty -eighty (28) of the 33 lots contribute built -upon area to the low.density area.
Total lot BUA contributing to low density is 29,230 square feet. See Attachment A and
Exhibit A for BUA per lot limits. The total BUA contributing to the high density pond is
203,485 square feet. This allotted amount includes any built -upon area is taken as the
building envelope constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. The building envelope for the allowable built -upon area is based on current Bald Head
Island lot setback lines. Bald Head Island Limited, LLC is responsible for conveying
this information to the lot buyer prior to the sale of any lot.
h. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations.
i. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters, which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or
street. Lots that will naturally drain into the system are not required to provide these
measures.
j. Built -upon area in excess of the permitted amount will require a permit modification.
15. No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded.
g. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
h. Other modifications as determined by the Director.
Page 4 of 8

Post -Construction Stormwater Management
Permit No. SW8 971223
III. GENERAL CONDITIONS
CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement on -site
stormwater systems. These additional or replacement measures shall receive a permit from
the Division prior to construction.
PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to
the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION.
The permittee shall submit a completed Permit Information Update Application Form to the
Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part,'nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This
request must be submitted within 90 days of the permit holder meeting one or more of
the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2),
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of
this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
Page 5 of 8

Post -Construction Stormwater Management
Permit No. SW8 971223
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
projects conformance with permit conditions
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit. Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local. State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals to
do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215:6.
Permit renewed, updated and reissued this the 9th day of December 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
`-C
Sian Wrenn, Uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

Post -Construction Stormwater Management
Permit No. SW8 971223
Harbour Village Eastern Basin
Stormwater Permit No. SW8 971223
Brunswick County
Attachment A
Designer's Certification
Page 1 of 2
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

Post -Construction Stormwater Management
Permit No. SW8 971223
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 8 of 8

Attachment C - Permitting History
Harbour Village East Basin Lots
Permit No. SW8 971223
Approval
Date
Permit Action
BIMS
Version
Description of the Changes
6/2/1998
Original
Approval
1.0
11/6/2007
Modification
1.1
8/18/2008
Plan Revision
1.2
revisions include the development
plans for commercial lots QM 1, QM3,
and QM4 as well as a revised version
of Exhibit A, which updates the built -
upon area allocated for these lots
12/9/2021
Renewal
2.0
Expires November 6, 2029

DEMLR USE ONLY
Date Re eived
Fee Pa'd
Permit Number
D =
5
tU �'I
emu) 13: 3
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
ECEIVE
NOV S G 21?�1 2
py
Vf.l
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (S8 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8-971223 Mod
2. Project name: Harbour Village East Basin Lots
3. Project street address: Keelson Row Leeward Court, Windward Court & Tanbark Court
City: Bald H
ZIP: 28461
County: BRUNS
4. What, if any, changes have been made to the project as permitted? Project still not built out, but wet
detention pond and all street stormwater piping have long been in place. Total maximum BUA
has not been exceeded.
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at. https://deg.nc.gov/abouUdivisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee orproject name have been made, please complete either the Permit Update form
or the Permit Transfer form available at., https://deg.nc.gov/abouUdivisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: Bald Head Island Limited LLC
2. Signing Official's Name: Charles A. Paul, III
3. Signing Official's Title: CEO/Registered Agent/Manager
4. Mailing Address: P.O. Box 3069
City: Bald Head Island State: NC ZIP
28461
5. Street Address: 6 Maritime Wav
City: Bald Head Island State: INC ZIP
28461
6. Phone: [phone] Email: cpaul(a)bhisland.com
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
X 1. A permit application processing fee of $505.00 payable to NCDEQ.
X 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) —a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
X 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
X 4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
® I do not have a copy of the current recorded 0&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
X 5. Designer Certifications, Please select one:
® A copy of the certification (a) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
x 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
X 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/bv title/ Business Registration
CZCtz&
NOV 3 0 202,
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
Charles A. Paul, III , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, corr an plete.
Signature: Date: I t- ?°1-21
NOTARIZATION:
a Notary Public for the State of
County of ARtvJeW .'c-k , do hereby certify
that C Aar hoc, 1-1 ."(kti/
this the '_0q day of 0
pemnnp
execs"r��eing instrument. Witness my hand and official seal,
4.0
V
�laryl�e�a/T'9� j C a
X.
n COV, -
My commission expires /g� !? oto a,l
personally appeared before me
20_,2_[_, and acknowledge the due
A0�30?0?���',
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. SW8-971 223 MOD
(to he provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name:
HARBOUR VILLAGE EASTERN BASIN LOTS
Contact Person: Bruce Marek, P.E. IPhone Number: (910 ) 457-7517
For projects with multiple basins, specify which basin this worksheet applies to: OA # % N- 6lVhr,S
/34cn H gfD ISe4- /J 1 Jgni4t
elevations IU6, VD a q
Basin Bottom Elevation _3 8y ft.
Permanent Pool Elevation 3 . ft.
Temporary Pool Elevation ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area sq. ft. (water surface area at the orifice elevation)
Drainage Area ac. (on -site and off site drainage to the basin)
Impervious Area 4. 67 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 3 OS ,2 Sr cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume � cu. ft. (volume detained above the permanent pool)
Forebay Volume (o / 00 cu. ft. (approximately 20% oftotal volume)
Other parameters fi
SA/DAI 11
Diameter of Orifice �l�aSCH =�,re in.
Design Rainfall Apr in.
Design TSS Removal 2 �(0 %
Form SWU-102 Rev3.99
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required
(minimum 85%required)
Page I of 4
nE C E I V ED
Iuu;Suu AUG 15 2007
DWQ
PROJ #

SW8-971223 MOD
HARBOUR VILLAGE EASTERN BASIN LOTS
Footnotes:
I When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Initials P anent pool depth is between 3 and 6 feet (requirdGmin mEum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
`0Z, TO v s w e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
tiv V67r, P/1 r01- calculations)
5 &x- Pcm✓S f. The basin length to width ratio is greater than 3:1. 117Y 9 ?v �• n
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1,114 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
'nr/M in. A mechanism is specified which will drain the basin for maintenance or an emergency.
Ill. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 6/does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does (does not incorporate pretreatment other thaRtretayS,E I V E
Form SWU-102 Rev 3.99 Page 2 of AUG 15 2007
DWQ
PROJN

11/06/2007 12:07 9104577463 BALD HEAD ISLAND PLA PAGE 02
SWB-971223 MOD
HARBOUR VILLAGE EASTERN BASIN LOTS
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, reseed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manse[ and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 57% feet in the main pond, the sediment shall t e removed.
When the permanent pool depth reads 5• feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
6111 to the blanks)
Permanent Pool Elevarion+ 9. 7 Nr'+Y4 r+
v _
Sediment Re val El. (. j6 75° h
--------^-- �---- -- Sediment Removal Elevation �;_/ f 75%
Bottom BI lion �b� %_________________________________;------___ I _.
Bottom Elevation 040 25'/° ,
FOREBAX MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50e/u of the basin atu face. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
FornSWU-102 Rav3.99 Page 3of4 RECFIV��
NOV 6 2007
BY:

SW8-971223 MOD
HARBOUR VILLAGE EASTERN BASIN LOTS
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Stephen 0. Robertson
Chief Operating Officer, Bald Head Island Limited, LLC
P.O. Box 3069, Bald Head Island, NC 28461
910-457-7358
Date: r7 a 6 (d rl
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1, > . J Go r vr, ra N a Notary Public for the State of 'N)n r'' V C rrd i r btu
County of � ru µusw � BIZ , do hereby certify that ��e Qk o- N Kz)be r�- so rs
personally appeared before me this :�, � e" ay of :qOo 7, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
�0- 411122��
SEAL
My commission expires /O
�E C E I b ED
Form S WU-102 Rev 3.99 Page 4 of 4 u�,uf AUG 1 5 2007
DWO
PROJ #

Harbour Village Eastern Basin LOts
PennitNo.SW8-971223 MOD
(to be provided by DWv
State of North Carolina ' f lwla)
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: (BHI) Harbour Village Eastern Basin Lots
Contact Person: Bruce Marek, P.E. Phone Number: (910 ) 228-2484
Number of Lots: 19 Allowable Built Upon Area Per Lot*: SPP a tta nhment"
*lf lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
R
E C E I V ED
Form SWU-104 Rev 3.99 Page 1 of 2 AUG 15 2007
DWQ
PROJ #

SW8-971223 MOD
Harbour Village
(SA x DF) - RA - OA = BUA
No. Lots Lot
SEE Aincc#RewrA"A0L for Aarr-s
Ill. REQUIRED ITEMS CHECKLIST
Eastern Basin Lots
8IWO'
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
�/)21 a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
FonnSWU-104 Rev3.99
Page 2 of 2
(�E C E 9 V ED
a��Ut AUG 15 2007
DWQ
PROD #

,�7 �q rl 12Z3 IrwD
A-g�vimf< A
SW8-971223 Mod Modification to June 2, 1998 NCDENR Stormater Permit Bruce Marek, P.E.
Project: Harbor Village Eastern Basin Lots P.O. Box 3069
Client: Bald Head Island Limited, LLC Bald Head Island, NC 26403
Location: Bald Head Island, Brunswick County, NC 8/14/2007
Attachment to SWU-104 Low Density Supplement
SA Site Area = 133745 sf = DA#2
OF Density Factor = 0.25 (=1998 Unchanged SA Low Density Permit DF)
RA Road Area = 0 sf
OA Other Area = 0 sf
No. Lots 28 that drain to DA#2 (includes 1 lot each for lot 3A & 3B)
Calculation: For irregular sized/shaped lots: Drainage Area Allowable BUA - (SA'DF) • RA-OA = 33436 sf
TABLE OF LOT BUA FOR HARBOUR VILLAGE LOW DENSITY LOT BUILT UPON FORM SWU-104
IMPERVIOUS IMPERVIOUS
HV LOT # TO LOW HV LOT # TO LOW
DENSITY DENSITY
DA#2 DA#2
1A 0 sf 18 922 sf
1 B 0 sf 19 963 sf
2 0 sf 21 666 sf
3A 430 sf 22 0 sf
3B 3300 sf 23 1613 sf
5 1610 sf 24 962 sf
6 0 sf 25 962 sf
7 1237 sf 26 990 at
8 1875 sf 27 1239 sf
9 903 sf 28 1138 sf
10 910 at 29 788 sf
11 628 sf 30 1138 sf
12 690 sf 31 813 sf
13 690 sf 86 495 sf
14 690 sf 87 594 sf
15 1435 sf 23 �--5 ——PI-Art,
16 936 sf/
17 613 sf Zy'j I-�s OIi4IN '�0 LO0UP0\517-t(
SUBTOTALS: 15947 sf 13283 sf
TOTAL LOT BUILT UPON AREA DRAINING TO LOW DENSITY AREA = DA#2 = 29230 sf 0.67 acres
Area Draining To Low Density = DA#2: SA Waters - Bald Head Creek 18-88-8-4 133745 sf 3.07 acres
Per Cent Impervious 21.86%
Changes from 1998 Permit. Note: Low Density Area DA#2 Impervious did not change except for Lot 3A, 3B Split
Lot 1 Harbor Village was split into lots 1A & 1 B for construction of a Duplex. Lot wastis 100% impervious, None in DA#2.
Lot 3 Harbor Village was spit into lots 3A & 3B for construction of a Duplex. DA#2 impervious has been split to numbers shown..
Lot 86 Harbor Village was was enlarged after addition of new bulkhead. along Coastal Wetland Line. No change in DA#2 Impervious.
( 1200 at impervious area was added to the high density (pond) portion of the lot.)
Lot 86 Harbor Vllage was was enlarged after addition of new bulkhead along Coastal Wetand Line. No charge in DA#2 Impervious.
1000 at impervious area was added to the high dens' (pond) portion of the lot.)
�OV, CA Rol
F'
at�Qty Vr
= SEAE r
1568d
II
HV East Basin Lots for SWU-104

,:
'',
�,. r.
�,

EXHIBIT A
IMPERVIOUS COVERAGE
FOR LOTS IN QUARTERMASTER ROW
BALD HEAD ISLAND, NORTH CAROLINA
QUARTERMASTER ROW LOT 1 AND LOT 3 -- 33,000 square feet,
combined
QUARTERMASTER ROW LOT 2 -- 11,760 square feet*
PROPOSED QUARTERMASTER ROW LOT 4 -- 5,557 square feet
*NOTE:
The impervious coverage figure for Quartermaster Row Lot 2
does not include an additional 9,527 square feet for streets (7,175 sq.
ft.) and parking (2,352 sq. ft.) on the Lot.
OCT 2 4 2007 I
tqq-
�_�J�iza3m���

SW8-971223 Mod
Modification to June 2, 1998 NCDENR Stonnater Permit
Bruce Marek, P.E.
Project:
Harbor Village Eastern Basin Lots
P.O. Box 3069
Cl en t
Bald Head Island limited, LLC
Bald Head Island, NC 28403
Location:
Bald Head Island, Brunswick County,
NC
SR12007
Rev 10.1&07
Consoled acreage
calalation
Project Narrative
Surturnwary of Project Area: Aug2007 Permit Modifi"tion/U date
303613 at
6.97 acres
13374551
3.07 acres
437355
at
10.04 acres
Summary of Streets
(CAD Area Includes Curbs, bump outs, end of street turnarounds, etc.)
Length
Width w Curb
A = LxW
Cad Area
Max LxW or CAD
Aaes
Keelson Row
Sta 9-10 to 23+53 1443 it
16 It
23088 sf
25828 sf
25828 sf
0.75 acres
Tanbark CI
Sta 0+00 to 1+97 197 it
20 It
3940 of
4210 5f
4210 sf
0.12 acres
Wirldtrad Cast
Sta 0+00 to 3+20 320 it
19 It
6080 at
Short Alley
Sta D+DD to D+70 70 it
8 it
560 st
Leeward Court
Site 0+00 to 2+61 261 it
79 ft
4959 sf
Bridmun Alley
Sta 0+00 to 1+60 160 it
8 it
1280 sf
Sum
12879 sf
15030 sf
15030 at
0.43 acres
Tons" Low
Sta 0+00 to 3+53 353 ft
1411
4942 of
7173 at
7173 of
0.21 saes
Totals
52241 at
1.51 acres
Proposed
53143 at
1.54 acres
Surrurnwary of Parking:
Starting from South to North
Keelson Row West (Marina) Side
Keelson Row West (Manna) Side
Length Nominal Width
A = LxW
Length
Nominal Width
A = LxW
Salt 10 ft
540,01
78 It
12 ft
897 of
40 it 6 it
220 at
72 it
12 ft
828 of
40 it 6fl
220M
60It
1211
Boost
48 it 6 it
264 at
66 It
12 it
759 at
48 it 6 it
264 sf
42 It
e ft
231 sf
30 It 6 it
165 sf
12 It
E it
66 at
12 it Eft
66 at
12 it
Eft
66 of
54 it 12ft
621 sf
36 ft
6 it
198 511
20 it 12 it
230 sf
40 it
6 ft
220 of
20 it 12 it
230 sf
40 It
6 it
2209
30ft l4ft
405 at
361t
Eft
198 sr
left 12 it
184 at
28it
Eft
154 of
wit 12 it
414Sf
60it
Eft
330 St
30 it 1411
405 of
54 it
6 it
297 at
30 it 12 it
345 5f
80 it
6 it
440 5f
48 it 24 it
1152 sf
48 it 24 it
1152 of
Told Site
18 it 12 it
207 at
74 it
11 S it
851 Sf
30 it 14 it
405 sf
74 ft
11.5 fl
851 sf
30 it 12 it
345 of
102it 6fl
561 at
BID it 6 It
330 sf
8726 sf
7296 sf
Spaces use some of curb for Mminal width,
Total Fxistin :
76022 fl
which was calculated in streets. Widths in Calc is 3less.
Pro sad:
77000 fl
0.39 acres
•.netp,.
000
15684 r;
RECIFTVEI�
OCT 17 2007
B`r :
HV East Basin Streets -Panting

0
0

4T�Ac4nAGTJT .Ic if
SW8-971223 Mod Modification to June 2, 1998 NCDENR Stormater Permit Bruce Marek, P.E.
Project: Harbor Village Eastern Basin Lots
P.O. Box 3069
Client: Bald Head Island Limited, LLC
Bald Head Island,
NC 28403
Location: Bald Head Island, Brunswick County, NC
8/7/2007
SUMMARY OF HARBOR VILLAGE LOT BUILT UPON ASSESSMENTS
HV LOT # LOT TO TO LOW HV LOT #
LOT
TO
TO LOW
IMPERVIOUS POND DENSITY
IMPERVIOUS
POND
DENSITY
1 A 3242 sf 3242 sf 0 sf 18
2060 sf
1138 sf
922 sf
1 B 2881 sf 2881 sf 0 sf 19
2165 sf
1202 sf
963 sf
2 4150 sf 4150 sf 0 sf 21
4315 sf
3649 sf
666 sf
3A 3584 sf 3154 sf 430 sf 22
2745 sf
2745 sf
0 sf
38 4650 sf 1350 sf 3300 sf 23
3130 sf
1517 sf
1613 sf
5 3030 sf 1420 sf 1610 sf 24
2165 sf
1203 sf
962 sf
6 2885 sf 2885 sf 0 sf 25
2165 sf
1203 sf
962 sf
7 2715 sf 1478 sf 1237 sf 26
1835 sf
845 sf
990 sf
8 4005 sf 2130 sf 1875 sf 27
2620 sf
1381 sf
1239 sf
9 2120 sf 1217 sf 903 sf 28
2515 sf
1377 sf
1138 sf
10 3290 sf 2380 sf 910 sf 29
1815 sf
1027 sf
788 sf
11 1520 sf 892 sf 628 sf 30
2515 sf
1377 sf
1138 sf
12 1615 sf 925 sf 690 sf 31
1865 sf
1052 sf
813 sf
13 1615 sf 925 sf 690 sf 86
3060 sf
2505 sf
495 sf
14 1615 sf 925 sf 690 sf 87
3000 sf
2406 sf
594 sf
15 2985 sf 1550 sf 1436 sf
16 1710 sf 774 sf 936 sf
17 1465 sf 852 sf 613 sf
SUBTOTALS: 49077 sf 33130 sf 15947 sf
37910 sf
24627 sf
13283 sf
TOTAL LOT BUILT UPON AREAS DRAINING TO POND = DA#1 =
57757 sf
1.33 acres
TOTAL LOT BUILT UPON AREA DRAINING TO LOW DENSITY AREA = DA#2 =
29230 sf
0.67 acres
TOTAL LOT BUILT UPON AREA =
86987 sf
2.00 acres
1998 Permit Original Numbers that have changed above. Changes shown
above in bold.
HV1 6123 sf 6123 sf 0 sf
HV3 8235 sf 4504 sf 3730 sf
HV86 1800 sf 1305 sf 495 sf
HV87 2000 sf 1406 sf 594 sf
Note: this is an increase of 2200 sf impervious in DA#1 (draining to the pond)
Notes: Lot 1 Harbor Village was split into lots to & 1 B for construction of a Duplex. Lot wasris 100% impervious.
Lot 3 Harbor Village was split into lots 3A & 3B for construction of a Duplex. 100% Lot impervious
has been
split.
Lot 86 Harbor Village was was enlarged after addition of new bulkhead along Coastal Wetland Line
and 1200 sf impervious area added to the high density (pond) portion of the lot
Lot 86 Harbor Village was was enlarged after addition of new bulkhead along Coastal Wetland Line
and 1000 sf impervious area added to the high density (pond) portion of the lot.
�E C E 1 V ED
Ju 1 5{pll J� 1 5 2007
©WQ
PROJ #
HV East Basin Lots - Lots
N CA1?01 •.4
SEAL
15681 ��.

Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245, cell 910-228-2484
11-28-21
NCDEQ DEMLR STORMWATER
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Stormwater Permit Renewal SCM Inspection: SW8-971223 Mod Harbour Village East Basin Lots - Bald
Head Island, NC; Bald Head Island Limited LLC
Bald Head Island Limited LLC has asked me to submit for renewal of SW8-971223 Mod, Harbour Village
East Basin Lots, which is a hybrid Low Density & High Density permit first permitted by Klein Engineering
in 1997.
I periodically drive the roads that have stormwater piping: Keelson Row, Leeward Court, Windward
Court and Tanbark Court. I have not noticed any stormwater piping/grating issues since a 2013 pipe
collapse along Keelson Row that has since been repaired. At that time, the entire system was camera
inspected/"scoped".
The SW8-971223 Mod Wet Pond still appears to be per my prior certification. I last observed the pond
on Nov. 23, 2021.
I, Bruce James Marek, as a duly licensed professional engineer in the State of North Carolina, having
been authorized to observe periodically this project, Harbour Village East Basin Lots, for Bald Head
Island Limited LLC, hereby state that, to the best of my abilities, due care and diligence was observed
in the observation of said project, and that the project was built with substantial compliance and
intent of the approved plans and specifications.
Seal/Signature/Date
Registration Number: NC15684
CAgj
�� ••'FGS9�' Gi,
- e ..gip O,y •. c9's
SEAL
15684 -
;03
............
+[VIES
- NOV 30 4?04?1am~.
SW8-971223 Harbour Village East Basin Lots BHI Permit SCM Inspections — BMPE 11-28-21