SW8070138_CURRENT PERMIT_20211228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 U1 Ol3 S
DOC TYPE
'
m CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2021 1225
YYYYMMDD

ROY COOPER
Governor
ELQABETH S BISER
sec,etmr
BRIAN WRENN
Diir Ctor
December 28, 2021
Bald Head Island Limited LLC
Attn Charles A Paul, III, CEO/Manager
PO Box 3069
Bald Head Island, NC 28461
NORTH CAROLINA
EnvWnmental QuaUty
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 070138
Stevens Park Phase I
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
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on December 22, 2021 The Division is hereby notifying you that permit SW8070138 has been
renewed, updated, and re -issued on December 28, 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 March 27, 2029 and does not supersede any other agency permit that may be
required The project shall be subject to the conditions and limitations as specified therein This permit does not
impose new or increased stormwater control requirements, it clarifies the rules and requirements of this program
to provide you with abetter understanding of your obligations under this permit Failure to comply with these
requirements will result in future compliance problems Please note that this permit is not transferable except
after notice to and approval by the Division
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The
written petition must conform to Chapter 150B of the North Carolina General Statutes and most be filed with the
OAR 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 corn Unless
such demands are made this permit shall be final and binding
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at [phone] or ashleym smith@ncdenr gov
Sincerely,
Bran Wrenn, Director
Division of Energy, Mineral and Land Resources
E North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I W&mngtom North Carolina 28405
w mi wmuw
o�.�.e+o+ooimy� 9107967215

State Stormwater Permit No SW8 070138
Page 2 of 2
Enclosures Attachment A — Designer's Certification Form
Attachment C — Permitting Ffistory
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams \\\Stotmwater\Pernnts & Projects\2007\07013814D\2021 12 permit 070138
cc Bruce Marek, PE, 5489 Eastwood Road, Wilmington, NC 28403
Wilmington Regional Office Stormwater File
D � North Carolina Deparmient of Emtronmentai Quality I Dmsion of Energy Mineral and Land Resources
Wilmington Regional Office 1127 Cardinai Dow Extension I Wilmington North Carolina 28405
«rnm cxw
9107967215

Post -Construction Stormwater Management
Permit No SW8 070138
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
Stevens Park Phase I
Southport, Brunswick County
FOR THE
construction, operation and maintenance of four wet detention pond in compliance with the provisions
of 15A NCAC 2H 1000, effective September 1, 1995 (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 March 27, 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
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 6 on page 2 of this permit The subdivision is permitted for 154 lots, each
allowed a maximum of 3,750 square feet of built -upon area
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
4 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 of Water
Quality and receive a permit prior to any construction on the lot
Page 1 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
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 1
Pond 2
Pond 3
Pond 4
a
Drainage Area, acres
5291
1992
11 27
2083
Onsite, ft2
2,304,876
867,642
490,978
907,555
Offsite, ft2
None
None
None
None
b
Total Impervious Surfaces, ft2
777,927
288,310
146,480
376,444
Buildings/Lots, ft2
322,500
86,250
52,500
116,250
Roads/Parking, ft2
352,227
74,060
80,200
53,744
Sidewalks, ft2
71,400
23,000
12,180
9,850
Pump Station, ft2
1,600
0
1,600
1,600
Clubhouse, ft2
7,200
0
0
0
Indoor Pool, ft2
23,000
0
0
0
Future Phase II, ft2
0
105,000
0
195,000
c
Pond Depth, feet
4
4
5
5
d
TSS removal efficiency
90%
90%
90%
90
e
Design Storm, inches
1
1
1
1
f
Permanent Pool Elevation,
140
1800
1600
12
FMSL
g
Permitted Surface Area @ PP, ft2
91,349
25,726
10,949
22,936
h
Permitted Storage Volume, ft3
232,217
70,468
24,836
72,467
Temporary Storage Elevation,
1638
205
180
1475
FMSL
/
Controlling Orifice
Y"
2" o
1 5'
2"m
k
Permanent Pool Volume, ft3
284,868
73,013
25,938
67,107
1
Forebay Volume, ft3
55,834
14,833
5,243
13,119
m
Maximum Fountain Horsepower
1
1/4
1/8
1/4
n
Receiving Stream
Cottage Creek
o
River Basin
Cape Fear
p
Stream Index Number
18-88-9-4
q
Classification of Water Body
Sc, Sw
II SCHEDULE
OF COMPLIANCE
1 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
Page 2 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
2 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
3 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
4 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
5 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
6 During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately
7 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation Any deviations from the approved plans and specifications must be noted on
the Certification A modification may be required for those deviations
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
Page 3 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
12 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 070138, as issued by the Division
under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit
c These covenants are to run with the land and be binding on all persons and parties
claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, DEMLR
e Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division
f The maximum built -upon area per lot is 3,750 square feet This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools
g Lots within CAMA's Area of Environmental Concern may be subject to a reduction in
their allowable built -upon area due to CAMA regulations
h 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
i Built -upon area in excess of the permitted amount will require a permit modification
J 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
13 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
14 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 each pond is as follows
Decorative Spray Fountains
Pond #
Maximum Pump Horsepower
Pond A
1
Pond B
114
Pond C
1/8
Pond D
1/4
Page 4 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
15 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
16 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 protect 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
protect 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
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)
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
Page 5 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
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,
u A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved,
ui 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),
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 protect and the on -site stormwater system complies with
the permit conditions Records of maintenance activities performed to date may be
requested Protects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met
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
protect
c ENFORCEMENT Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21
d ANNUAL CERTIFICATION The permittee shall electronically submit to the Division an
annual certification completed by either the permittee or their designee confirming the
protects conformance with permit conditions
e OBTAINING COMPLIANCE The Director may notify the permittee when the permitted
site does not meet one or more of the minimum requirements of the permit Within the
time frame specified in the notice, the permittee shall submit a written time schedule to
the Director for modifying the site to meet minimum requirements The permittee shall
provide copies of modified plans and certification in writing to the Director that the
changes have been made
Page 6 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
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 28th day of December 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
Stevens Park- Phase I Page 1 of 2
Stormwater Permit No SW8 070138
Brunswick County
Attachment A
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 a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 8 of 9

Post -Construction Stormwater Management
Permit No SW8 070138
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 NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 9 of 9

Attachment C - Permitting History
Stevens Park Phase I
tI�uIIi10 1UT IiWIJIIrI-�
Approval
Date
Permit
Action
BIMS
Version
Description of the Changes
3/27/2012
Original
Approval
10
12/21/2012
Transfer
1 1
from Cape Fear Trading
Group, IV, LLC to Bald Head
Island Limited, LLC
12/28/2021
Renewal
20
Project has not started yet,
Expires March 27, 2029

Permit No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu foi m may be photocopied for use as an of iginal
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
I PROJECT INFORMATION
Project Name Stevens Park — Phase I
Contact Person Richard M Collier, PE Phone Number [phone]
For projects with multiple basins, specify which basin this worksheet applies to Basin A
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
ateas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other pm ameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal'
1000 ft (floor of the basin)
1400 ft (elevation of the orifice)
1638 ft (elevation of the discharge sti uctui e overflow)
91,349 sq ft (water surface at ea at the of ifice elevation)
5291 ac (on -site and off -site drainage to the basin)
1786 ac (on -site and off -site drainage to the basin)
284,868 cu ft (combined volume of main basin and forebay)
232,217 cu ft (volume detained above the permanent pool)
55,834 cu ft (approximately 20% of total volume)
295
3 00 in
100 in
90 %
(sit face area to drainage area i ano ft om DWQ table)
(2 to 5 day tempos my pool di aw-down required)
(minimum 85% t equu ed)
Form SWU-102 Rev 3 99 Page 1 of 4

' Footnotes
1 When using the Division SA/DA tables, the correct SA/DA 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
II 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
Applicants Initials
Mc a The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet)
AA.( b The forebay volume is approximately equal to 20% of the basin volume
KAX c The temporary pool controls runoff from the design storm event
a/U( d The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
P— calculations)
p MC f The basin length to width ratio is greater than 3 1
XMf g The basin side slopes above the permanent pool are no steeper than 3 1
AN 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
A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
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
_ M( in A mechanism is specified which will drain the basin for maintenance or an emergency
III. 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) (®) does (❑) does not incorporate a vegetated filter at the outlet
This system (check one) (❑) does (®) does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
1 After every significant runoff producing rainfall event and at least monthly
Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas Immediately, re -seed 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, nprap, 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 manner 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 detennme 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 3 00
When the permanent pool depth reads 3 00
Sediment RemovaNEI 11 00
Bottom Elevation
feet in the main pond, the sediment shall be removed
feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
j__/ Sediment Removal Elevation 1100 75%
Bottom Elevation 1000 25%
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface 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
Form SWU-102 Rev 3 99 Page 3 of 4

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 Eric Laooala
Title Cape Fear Trading Group, LLC
Address 109 N Davis Street, SojAbpp1fAC 28461
Phone [phone]
Signature
Date 7_n(, 0-�7
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president
I, �-t nt C j Shnlgn a Notary Public for the State of North Carolina
County of ? ,�, NsOj i�,,_, do hereby certify that Enc Lappala
personally appeared before me this 73.(o day of 1=¢ b 2007 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
NOTARY
PUBLIC
SEAL
My commission expires ) 1 1--b / 1 p
Form SWU-102 Rev 3 99 Page 4 of 4

Permit No
(to be pt ovided by DWQ)
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 jot 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
I PROJECT INFORMATION
Project Name Stevens Park — Phase I
Contact Person Richard M Collier, PE Phone Number [phone]
For projects with multiple basins, specify which basin this worksheet applies to Basin B
elevations
Basin Bottom Elevation
1400
ft
Permanent Pool Elevation
1800
ft
Temporary Pool Elevation
2050
ft
areas
Permanent Pool Surface Area
25,726
sq
It
Drainage Area
1992
ac
Impervious Area
662
ac
volumes
Permanent Pool Volume
73,013
cu
ft
Temporary Pool Volume
70,468
cu
ft
Forebay Volume
14,833
cu
ft
Other parameters
SA/DA'
295
Diameter of Onfice
200
in
Design Rainfall
1 00
in
Design TSS Removal'
90
%
(floor of the basin)
(elevation of the of ifice)
(elevation of the discharge structui e overflow)
(watei suiface area at the of ifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(appro)Limately 20% of total volume)
(suiface area to drainage area i atio from DWQ table)
(2 to 5 day tempoi aiy pool draw -down requited)
(minimum 85% 1 eguired)
Form SWU-102 Rev 3 99 Page 1 of 4

Footnotes
1 When using the Division SA/DA tables, the correct SA/DA 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
Applicants Initials
PAr a The permanent pool depth is between 3 and 6 feet (required minimum 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
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f The basin length to width ratio is greater than 3 1
Jy( 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
�Mf• j A trash rack or similar device is provided for both the overflow and orifice
—X k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
RMC 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
C in A mechanism is specified which will drain the basin for maintenance or an emergency
III 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) (®) does (❑) does not incorporate a vegetated filter at the outlet
This system (check one) (❑) does (®) does not incorporate pretreatment other than a forebay
Fomi SWU-102 Rev 3 99 Page 2 of

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
Check and clear the onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (i e catch basins, piping, swales, nprap, 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 manner 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 3 00
When the permanent pool depth reads 3 00
Sediment Removal\El 1500
Bottom Elevation\ 14 00
FOREBAY
feet in the main pond, the sediment shall be removed
feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Removal Elevation 1500 75%
Bottom Elevation 1400 25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface 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 dram shall be mmunized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of 4

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 Eric Laonala
Title Cape Fear Trading Group, LLC
Address 109 N Davis Street, Soujkort,,d 28,
Phone [phone]
Signature
Date , M O
Note The legally responsible party should not be a homeowners association unless more than 50% of the lot% have been sold and
a resident of the subdivision has been named the president
1, QLz 1 R a Notary Public for the State of North Carolina
County of (j(lw,�(Z , do hereby certify that Eric Lappala
personally appeared before me this Z.6 day of
execution of the forgoing wet detention basin maintenance requiremAnts
pr)TARY
pu3L1C
SEAL
My commission expires `/ 13 / 10
2007 , and acknowledge the due
Witness my hand and official seal,
Form SWU-102 Rev 3 99 Page 4 of 4

Permit No
(to be pi ovided by DWQ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu form may be photocopied for use as an m igmat
DWO 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
I. PROJECT INFORMATION
Project Name Stevens Park — Phase I
Contact Person Richard M Collier, PE Phone Number [phone]
For projects with multiple basins, specify which basin this worksheet applies to Basin C
elevations
Basin Bottom Elevation
11 00
ft
Permanent Pool Elevation
1600
ft
Temporary Pool Elevation
1800
ft
in eas
Permanent Pool Surface Area
10,949
sq
ft
Drainage Area
11 27
ac
Impervious Area
3 36
ac
volumes
Permanent Pool Volume
25,938
cu
ft
Temporary Pool Volume
24,836
cu
ft
Forebay Volume
5,243
cu
ft
Other parameter s
SA/DA'
220
Diameter of Onfice
1 50
in
Design Rainfall
1 00
in
Design TSS Removal2
90
%
(floor of the basin)
(elevation of the orifice)
(elevation of the dzschazge structure overflow)
(water sui face area at the orifice elevation)
(on -site and off -site di ainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface az ea to drainage az ea ratio fi om DWQ table)
(2 to 5 day temporary pool draw -down z equired)
(nuninzum 85% required)
Form SWU-102 Rev 3 99 Pagel of4

Footnotes
1 When using the Division SA/DA tables, the correct SA/DA 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
iI 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.
Applicants Initials
Ad a The permanent pool depth is between 3 and 6 feet (required minimum 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
gN d The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
RAC calculations)
MC f The basin length to width ratio is greater than 3 1
�( N1[ 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)
K M( I Vegetative cover above the permanent pool elevation is specified
RAX 1 A trash rack or similar device is provided for both the overflow and onfice
k A recorded drainage easement is provided for each basin including access to nearest right-
of-way
YkMC 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
�^) C in A mechanism is specified which will drain the basin for maintenance or an emergency
III 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) (®) does (❑) does not incorporate a vegetated filter at the outlet.
This system (check one) (❑) does (®) does not incorporate pretreatment other than a forebay
Form SWU-102 Rev 3 99 Page 2 of 4

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, re -seed 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, nprap, 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 manner 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 3 75
When the permanent pool depth reads 3 75
Sediment Removal\EI 1225
Bottom Elevation\ 11 00
FOREBAY
feet in the main pond, the sediment shall be removed
feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool
Sediment Removal Elevation 1225 75%
Bottom Elevation 1100 25%
MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface 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
Form SWU-102 Rev 3 99 Page 3 of 4

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 Eric
Title
Address
Phone
Signature
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president
I, V�)2-r-r a G S V- oOLf-Njz , a Notary Public for the State of
County of �(zu NLc�. V , do hereby certify that Eric Lappala
personally appeared before me this -XZ day of F
execution of the forgoing wet detention basin maintenance requiremckits
NOZARy
PUBLIC
SEAL
My commission expires
North Carolina
2007 , and acknowledge the due
Witness my hand and official seal,
Form SWU-102 Rev 3 99 Page 4 of 4

Permit No
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu fin m may be photocopied foi 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
I. PROJECT INFORMATION
Project Name Stevens Park — Phase I
Contact Person Richard M Collier, PE Phone Number [phone]
For projects with multiple basins, specify which basin this worksheet applies to Basin D
elevations
Basin Bottom Elevation
700
ft
Permanent Pool Elevation
1200
ft
Temporary Pool Elevation
1475
ft
areas
Permanent Pool Surface Area
22,936
sq
ft
Drainage Area
2083
ac
Impervious Area
864
ac
volumes
Permanent Pool Volume
67,107
cu
ft
Temporary Pool Volume
72,467
cu
ft
Forebay Volume
13,119
cu
ft
Other parameters
SA/DAi
245
Diameter of Orifice
200
in
Design Rainfall
1 00
in
Design TSS Removal'
90
%
(flooi of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site di ainage to the basin)
(on -sue and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(appi oximately 20% of total volume)
(surface area to drainage area ratio fz am DWQ table)
(2 to 5 day temporary pool draw -down i eguzred)
(nununum 85% i eguzi ed)
Forni SWU-102 Rev 3 99 Page 1 of 4

Footnotes
1 When using the Division SA/DA tables, the correct SA/DA 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.
Applicants Initials
ir a The permanent pool depth is between 3 and 6 feet (required minimum 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
AMC e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
AMC f The basin length to width ratio is greater than 3 1
J
k
The basin side slopes above the permanent pool are no steeper than 3 1
A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
Vegetative cover above the permanent pool elevation is specified
A trash rack or similar device is provided for both the overflow and onfice
A recorded drainage easement is provided for each basin including access to nearest right-
of-way
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
A mechanism is specified which will drain the basin for maintenance or an emergency
III. 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) (®) does (❑) does not incorporate a vegetated filter at the outlet
This system (check one) (❑) does (®) does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3 99 Page 2 of 4

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 onfice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
Inspect and repair the collection system (1 e catch basins, piping, swales, nprap, etc ) quarterly to maintain
proper functioning
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 manner 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 3 75
When the permanent pool depth reads 3 75
Sediment Remova El
Bottom Elevation
8 25
700
feet in the main pond, the sediment shall be removed
feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation
Sediment Removal Elevation 825 75%
-----------------------------------
Bottom Elevation 700 25%
FOREBAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface 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 dram shall be minimized to the maximum extent practical
Form S WU-102 Rev 3 99 Page 3 of 4

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 Eric LaDnala
Title Cape Fear Trading Group, LLC
Address 109 N Davis Stree o thKj NC 28461
Phone [phone]
Signature
Date 7 2 L, off'
Note The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president
I, T_j ho�-ACZ , allotary Public for the State of North Carolina
County of do hereby certify that Enc Lappala
personally appeared before me this c5ko day of F Q302007 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requireindrits Witness my hand and official seal,
t' 10' AW
PUBLIC
SEAL
My commission expires
I-t>
Form SWU-102 Rev 3 99 Page 4 of 4

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff
Maintenance activities shall be performed as follows
1 After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events
a Accumulated sediment, leaves, and trash shall be removed, and repairs made if required
b Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s)
c A level elevation shall be maintained across the entire flow -spreading structure at all times
Repair or replace the level spreader if it is damaged
d Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface
e Repair eroded areas and replace/replant dead or damaged vegetation
2 The contractor should avoid the placement of any material on and prevent construction traffic across
the structure If the measure is damaged by construction traffic, it shall be repaired immediately
3 Inspect and repair the collection system (e g , catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party
Print name
2(C 67 C A P P 6h-A ) 6J L•
Title p C ✓c-L-o 0 M P WT Yvl (W Ab 1-1 L it n C eclK I t 911 /v 1C(L (1 uv ('
Addr(
Phon
Signs
Date
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
Try \� .ShJ1 t�yL a Notary Publicforthe State of l�lo2r+ Cy�C2al.�in
County of Q;s s !& \� , do hereby certify that tou C. of omt�
personally appeared before me this ab day of 600 ,and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements Witness my hand and
official seal,
NOTARY
PUBLIC
SEAL
My commission expires [
Page 1 of 1

DEMLR USE ONLY
Date eceiv d
Fee Paid
Permit Number
a I a--;i- '�21
�V sas
Sys
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H 1045(3), the current permit holder shall renew their high density permit 180 days
pnor to tts expiration Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number S W 8-070139 v
2 Project name Stevens Park Phase I
3 Project street address
City Southport County BRUNS ZIP
28461
4 What, if any, changes have been made to the project as permitted? Project has not vet started
construction
If the project has changed from the onginal approved plans, please complete SWU-101 fora Ma/or
Modification or Minor Modification Application form available at https //deg nc gov/about/dwisions/energv-
m i neral-la n d-resou rces/e n e rgy-m i n era I-land-rules/sto rmwater-program/post-construction
B PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at https //deg nc gov/about/dwisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/postconstruction 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 Way
City Bald Head Island
28461
6 Phone g( 10) 457-7358 Email cpaul(aDbhisland com
State NC ZIP
DEC 2 2 2021
By
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C SUBMITTAL REQUIREMENTS SW8-070139 Stevens Park Phase I (Southport, NQ
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) orDEMLR
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 O&M Agreement for all SCMs and am
requesting a copy be sent tome I agree to keep this on file with the permit
X 5 Designer Certifications, Please select one
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed, or
® The project has not yet been built
6 [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit
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/by title/ Business Registration
GLL 2 2 2021
BY_
0
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION SW8-070139 Stevens Park Phase I (Southport, NQ
,\e.b p . seams .r , 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, mplete
Signature Date ri�2O�2�
NOTARIZATION
1, /� L, &4 r
NORF e".
that C�a21r
this the o20
Faun µ n,
execyN� e�9Fc
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4P v
Civotaty--A/TARf.
NS1af_ilz ture
My CcAwnI&OX0,
z
a Notary Public for the State of
County of &-&L ris all c K� , do hereby certify
_day of UQr�fm b.2 ,
instrument Witness my hand and official seal,
personally appeared before me
20p2j_, and acknowledge the due
22 202,
BY
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

«B»
In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility
I, Eric Ld ppak , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
1 The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H 1000
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is 3,750 square feet This allotted
amount Includes any built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the
following
6 The maximum built -upon area per lot, In square feet, is as listed below
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement Built
upon area Includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools
7 All runoff from the built -upon areas on the lot must dram Into the permitted system This may be
accomplished through a �ety of means Including roof dram gutters which drain to the street,
grading the lot to dr tow r e street, or grading perimeter swales to collect the lot runoff
and directing the Into a orient of the stormwater collection system Lots that will naturally
drain into the sy r quired to provide these additional measures
Signature Date Z. Z c , Cr4
I, a Notary Public in the
State of Cott cw.a.,, u,, r% , County of 04 ,, ,. �X , V
do hereby certify that fLL A" personally appeared
before me this the `DO day of �7,?kk c%&I 20_9E7 _ and acknowledge
the due execution of the foregoing instrument Witness my hand and o e&"14,
^ SEAL
Signature
My Commission expires I I I r)