SW8060105_CURRENT PERMIT_20200507

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0G 0 1
DOC TYPE
[CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZpZO 0511 07
YYYYMMDD

ROY COOPER
Governor
MICHAEL S REGAN
Secretary
BRIAN WRENN
Acting Director
May 7, 2020
NORTH CAROLINA
Environmental Quality
Brookstone Homeowners Association, Inc
Attn Bernard Griffin, HOA President
c/o Premiere Management Co, Teri Losaw
PO Box 12051
Wilmington, NC 28405
Subject. Permit Transfer
State Stormwater Management Permit No. SW8 060105
Brookstone Subdivision
Brunswick County
Dear Ms Losaw
On October 24, 2019, the Wilmington Regional Office received a request to transfer the ownership of the
state stormwater management permit for the subject project DEMLR staff have inspected the project,
determined that the documentation is in order, and that the project is in compliance with the terms and
conditions of the state stormwater permit
As indicated on the Permit Transfer Application Form, you have acknowledged receipt of a copy of the
permit (which includes the application and supplement forms), a copy of the certifications, a copy of the
recorded documents, a copy of the approved plans, a copy of the approved Operation and Maintenance
agreement from the previous permittee, a copy of the past maintenance records, and a copy of the latest
inspection report By acknowledging receipt of the permit, and by signing the Name/Ownership Transfer
form, you have accepted the responsibility for complying with the terms and conditions outlined in this
permit The Division is hereby notifying you that the subject permit has been transferred on May 7, 2020
and reminding you that this permit shall be effective until February 27, 2028 A copy of the transferred
and updated permit and associated documents are enclosed Please note that this transferred, updated, and
re -issued permit does not impose new or different terms, it merely restates and clarifies some of the
previous terms to provide you with a better understanding of your obligations under the permit
Please be aware that the project's built -upon area and stormwater controls must be built and
maintained in compliance with the permit documents and the approved plans Maintenance of the
approved system shall be performed in accordance with the signed and approved Operation and
Maintenance agreement Any modifications to this project must be submitted to DEMLR and
approved prior to construction The tssuance of this approval does not preclude you from complying
with all other applicable statutes, rules, regulations or ordinances, which may have jurisdiction over
the proposed activity, and obtaining a permit or approval prior to construction
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudtcatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH) The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www NCOAH corn Unless such demands are made this permit shall be final and binding
North Carolina Department of Environmental Quality I Division of Energy Mineral and Land Resources
_ 1 r Wilmington Regional Office 1 127 Cardinal Drive Extension i Wilmington North Carolina 28405
°�\ 910 796 7215

State Stormwater Permit No SW8 060105
Page 2 of 2
If you have any questions, need additional copies of the permit or approved plans, please contact Steve
Pusey in the Wilmington Regional Office, at [phone] or steven pusey@ncdenr gov
Sincerely,
Brian Wrenn, Acting Director
Division of Energy, Mineral and Land Resources
Enclosures copy of the Permit Transfer Application Form
copy of the certifications
copy of the latest inspection report
Attachment C — Permitting History
DES/ sgp I11Stormwater\Permits & Projects120061060105 HD12020 05 permit 060105
cc Rudy Newell, Vice President
REO Funding Solutions III, LLC
Phil Norris, PE — Norris & Tunstall Consulting Engineers
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No SW8 060105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Brookstone Homeowners Association, Inc
Brookstone Subdivision
Sunset Harbor Road, Supply, Brunswick County
I10I:11111109
construction, operation and maintenance of two (2) wet detention ponds and a 25% low
density subdivision in compliance with the provisions of 15A NCAC 2H 1000 (1995
Rules) (hereafter referred to as the "stormwater rules`) and the approved stormwater
management plans and specifications, and other supporting data as attached and on
file with and approved by the Division of Energy, Mineral, and Land Resources (the
"Division" or "DEMLR") and considered an enforceable part of this permit
This permit shall be effective from the date of issuance until February 27, 2028, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
This stormwater system has been approved for the management of stormwater
runoff as described in Section 18 on page 3 of this permit The subdivision is
permitted for 82 lots, each allowed a maximum of 2,750 square feet of built -upon
area
2 The overall tract built -upon area percentage for the project must be maintained at
25% per the requirements of Section 1005 of the stormwater rules
3 Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit
4 Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters
5 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
B The runoff from all collection systems within the permitted drainage areas of this
project must be directed into the permitted stormwater control system
Page 1 of 8

State Stormwater Management Systems
Permit No SW8 060105
7 All roof drains must terminate at least 30' from the mean high water mark
8 The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times
Units44
#Bond #1
_ 0Pand,#2 -
Drainage Area
Onsite
Offsite
Acres
ft2
ft2
1440
627,409
0
520
226,526
0
Total Impervious Surfaces
Lots at 2,750 sfllot
Roads/Parking
Sidewalks
Other
Offsite
ft2
245,818
122,375
123,443
0
0
0
88,809
39,875
46,934
0
2,000
0
Pond Depth
feet
60
60
TSS removal efficiency
%
90
90
Design Storm
inches
1 0
1 0
Permanent Pool Elevation
FMSL
305
260
Permitted Surface Area @PP
ft2
14,595
5,422
Permitted Storage Volume
ft3
22,146
7,979
Storage Elevation
FMSL
31 9
273
Controlling Orifice
"0 pipe
20
1 0
Permanent Pool Volume
ft3
44,404
10,438
Forebay Volume
ft3
9,249
2,127
Maximum Fountain
Horsepower
HP
116
1/8
Receiving Stream
Mill Creek
River Basin
Lumber
Stream Index Number
15-25-1-18-(1)
Classification of Water Body
C,Sw,HQW
11 SCHEDULE OF COMPLIANCE
1 The stormwater management system, swales and other vegetated conveyances
shall be constructed in their entirety, vegetated, and be operational for their
intended use prior to the construction of any built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately
3 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
4 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 2 of 8

State Stormwater Management Systems
Permit No SW8 060105
5 Stormwater conveyances will be located in either dedicated right-of-way (public
or private), recorded common areas or recorded drainage easements The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans
6 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 pro)ect 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
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
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 Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
10 The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Energy,
Mineral and Land Resources, and responsibility for meeting the built -upon area
limit is transferred to the individual property owner, provided that the permittee
complies with the requirements of Section II of this permit
Page 3 of 8

State Stormwater Management Systems
Permit No SW8 060105
11 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
12 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 revegetation of side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
13 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
14 Prior to transfer of the permit, the stormwater facilities will be inspected by
DEMLR personnel The facility must be in compliance with all permit conditions
Any items not in compliance must be repaired or replaced to design condition
prior to the transfer Records of maintenance activities performed to date will be
required
15 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
16 If the permittee sets up an Architectural Review Committee (ARC) to review
plans for compliance with the restrictions, the plans reviewed must include all
proposed built -upon area (BUA) Any approvals given by the ARC do not relieve
the lot owner of the responsibility to maintain compliance with the permitted BUA
limit
17 The following deed restrictions and protective covenants related to stormwater
management have been recorded in Book 2745 on Pages 1030-1051 and Book
3782 on Pages 326-330 with the Brunswick County Register of Deeds, and are
incorporated by reference, and must be maintained in perpetuity
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060105, as issued
byy the Division of Energy, Mineral and Land Resources under NCAC
2H 1000
b The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit
c These covenants are to run with the land and be binding on all persons
and parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Energy, Mineral and Land Resources
Page 4 of 8

State Stormwater Management Systems
Permit No SW8 060105
e Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Energy, Mineral and Land
Resources
f The maximum built -upon area per lot is 2,750 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, and coquina,
but does not include raised, open wood decking, or the water surface of
swimming pools
g Filling in or piping of any vegetative conveyances (ditches, swales, etc )
associated with the development except for average driveway crossings,
is strictly prohibited by any persons
h Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters
i All roof drams shall terminate at least 30' from the mean high water mark
18 The permittee shall submit a copy of the recorded deed restrictions within 30
days of the date of recording
19 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria The fountain must draw its water from less than 2'
below the permanent pool surface
a 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
b The falling water from the fountain must be centered in the pond, away
from the shoreline
c The maximum horsepower for the fountain's pump is based on the
permanent pool volume
d The maximum pump power for a fountain in pond 1 is 1/6 HP, in pond 2,
the maximum pump power is 1/8HP
III GENERAL CONDITIONS
1 The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request Neither the sale of the project,
in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit
2 Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
4 Current Permittee Name or Address Changes The permittee shall submit a
completed "Permit Information Update Application Form" (available on the
Division website) to the Division within 30 days to making any one or more of the
following changes
a A name change of the current permittee,
b A name change of the project,
c A mailing address change of the permittee,
Page 5 of 8

State Stormwater Management Systems
Permit No SW8 060105
5 Permit Transfer This permit is not transferable to any person or entity except
after notice to and approval by the Director The permittee shall submit a
completed and signed "Permit Transfer Application Form" (available on the
Division website) accompanied y t e required fee and supporting
documentation as listed on the form, to the Division at least 60 days prior to any
one or more of the following events
a The sale or conveyance of the project area in whole or in part, except in
the case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants,
b The assignment or conveyance of declarant rights to another individual or
entity,
c The sale or conveyance of the common areas to a Homeowner's or
Property Owner's Association, subject to the requirements of NCGS 143-
214 7(c2)
d Dissolution of the partnership, corporate, or LLC entity, subject to NCGS
55-14-05 or NCGS 57D-6-07 and 08,
e Bankruptcy,
f Foreclosure, subject to the requirements of Session Law 2013-121,
6 In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
7 The permit issued shall continue in force and effect until the permittee files a
request with the Division for a permit modification, transfer, renewal, or
rescission, however, these actions do not stay any permit conditions
8 Permittee grants permission to staff of the DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
9 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)
10 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Permit updated, renewed, transferred, and reissued this the 7th day of May 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-- -- -- -- --1ka- - -- ------------------------------------
for Brian Wrenn, Acting Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 060105
Page 6 of 8

t
�x DEMLR USE ONLY
1' Date Re
ved
Fee Paid
Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER.
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 02H 1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at hap //deg nc cov/contact/reQional-offices
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until
1 the current permittee resolves all non-compliance issues identified in the inspection report
2 the current permittee negotiates a resolution with the proposed permittee (in wnting and signed by both
entities The negotiated resolution must identify the necessary actions, the responsible party(ies), and the
timelines to correct the deficiencies The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit), or
3 in the case where a transfer falls under G S 143-214 7(c2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit
Signature requirements for the named signing official (for current and proposed permittee) must meet the following
• Corporation - a principal executive officer of at least the level of vice-president,
• Limited Liability Company (LLC) - the designated manager, (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H 1040) that shows they have legal authority to sign for
the LLC)
• Municipality - a ranking official or duly authorized employee,
• Partnership or limited partnership - the general partner,
• Sole propnetor,
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatons noted in a-e above, as
applicable
A GENERAL INFORMATION
1 State Stormwater Permit Number SW8 060105
2 Project name Brookstone Subdivision
Is this an updated project name from the current permit? ❑ Yes x❑ No
3 Reason for the permit transfer request
All lots in subdivision have been conveyed to homeowners___
GENE
OCT 2 4 2019
BY
Stormwater Permit Transfer Application Form Page 1 of 7 April 27, 2018

B PERSON(S) WHO HAVE SIGNED THIS FORM (select only one response below)
x❑ 1 Both the current and proposed permittees
❑ 2 Only the current permittee of a condominium or planned community (skip Part F & G)
In accordance with G S 143-214 7(c2) (see also SL 2011-256), this type of transfer is allowed only
when all of the following items can be truthfully checked
❑ Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration,
❑ The declarant has conveyed at least fifty percent (50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below),
❑ The stormwater management system is in compliance with the stormwater permit
NOTE If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act (see §47F) have been met by the Declarant for the
subdivision If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form
❑ 3 Only the proposed permittee (skip Part D below)
In accordance with G_S_143-214 7(c5) (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked
❑ a The proposed permittee is either (select one of the following)
❑ The successor -owner who holds title to the property on which the permitted activity is
occurring or will occur,
❑ The successor -owner who 4s the sole claimant of the right to engage in the permitted
activity
❑ b The current permittee is (select at least one of the following, but all that apply)
❑ A natural person who is deceased
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur
❑ A person who has sold the property on which the permitted activity is occurring or will
occur
❑ Other (please explain)
❑ c The proposed permittee agrees to the following requirements (all must be selected)
❑ There will be no substantial change in the permitted activity
❑ The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred
❑ The successor -owner shall comply with all terms and conditions of the permit once the
permit has been transferred
ECEIVEIf
OCT 2 4 2019
By.
Stormwater Permit Transfer Application Form Page 2 of 7 April 27, 2018

C SUBMITTAL REQUIREMENTS
Please mark "Y" to confirm the items are included with this form Please mark "X" if previously provided If not
applicable or not available, please mark NIA
y 1 A processing fee of five hundred and five dollars ($505 00) per G S 143-215 3D(e)(2)
y 2 Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items
y 3 For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina
y 4 If Part B, Items 1 or 3 of this form is selected, the signed and notarized
applicableO&M agreement(s) from the proposed permittee, as required by the permit
y 5 Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity
y 6 If required by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans
y 7 A copy of the recorded covenants and deed restrictions, if required by the permit If the project has
been built, documentation that the maximum allowed per lot built -upon area or the maximum
allowed total built -upon area has not been exceeded If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants
n/a 8 If transferring under G S 143-214 7W) (i e , Part B, Item 2 of this form is selected),
documentation verifying that 50% or more of the lots have been conveyed to individuals (not
builders) Copies of the deeds of conveyance or a chart listing the lot number, lot address,
owner's name, conveyance date and deed book and page number are acceptable
n/a 9 If transferring under G S 143-214 7(c5) (i a, Part B, Item 3 of this form is selected), provide legal
documentation supporting the dissolution of the corporation or documentation supporting the
current permittee was lawfully and finally divested of title of the property
n/a 10 A copy of the lease agreement if the proposed permittee is the lessee
n/a 11 A copy of the pending sales agreement if the proposed permittee is the purchaser
n/a 12 A copy of the development agreement if the proposed permittee is the developer
ECEIVE
OCT 2 4 20i9
BY
Stormwater Permit Transfer Application Form Page 3 of 7 April 27, 2018

D CURRENT PERMITTEE INFORMATION AND CERTIFICATION Please be sums to provide Email
1 Current Permit Holder's Com any Name/Organization REO Funding Solutions 111, LC
2 Signing Official's Name G
3 Signing Official's Title to
4 Mailing Address 4600 Wells Fargo Center, 90 South Th Street
City Minneapolis State MN ZIP 55402
5 Street Address
City State ZIP
6 Phone () Email
1, , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit I have provided a copy of the following documents to
the proposed permittee named in this application form (select all that apply)
x❑ the most recent permit,
x❑ the designer's certification for each SCM,
x❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats,
x❑ the approved plans and/or approved as -built plans,
x❑ the approved operation and maintenance agreement,
x❑ past maintenance records from the previous permittee (where required),
x❑ a copy of the most recent inspection report,
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge I attest that I have provided all of the required items per the law to transfer this permit I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete I assign all rights and
obligations as permittee to the proposed permittee named below I understand that this request to transfer the
permit may not be appr etl by MLR unless and until a facility is in compliance with the permit
Signature Rudy Newell Date
�i (•112�oka
that .O
this the
County off
a Notary Public for the State of
do hereby certify
personally appeared before me
day of 20J_f _, and acknowledge the due
execution of the forgoing instrument Witness my hand and official seal,
(Notary seal) Maria T Brennan
Notary Pubhe
Minnesota
9mvCp mica ylE*r aM3i =4
Notary Signature
d�M 6.16:2,Z My commission expires AL22
ECEDVE
OCT 2 4 200
BY
Stormwater Permit Transfer Application Form Page 4 of 7 April 27, 2018

E PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the.
❑ Property owner (Also complete Part F)
x❑ Horne Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA) (Also complete Part F)
❑ Lessee - Attach a copy of the lease agreement Both the lessee and the property owner will appear on
the permit as co-permittees If the lease is terminated, responsibility for the permit reverts to the property
owner (Also complete Parts F & G )
❑ Purchaser - Attach a copy of the pending sales agreement The permit will require submission of a copy
of the recorded deed after the purchase has taken place If the purchase agreement is cancelled the
permit reverts to the property owner (Also complete Parts F & G )
❑ Developer - Attach a copy of the development agreement Both the developer and the property owner
will appear on the permit as co-permittees If the development agreement is terminated, responsibility for
the permit reverts to the property owner (Also complete Parts F & G )
2 Proposed permittee name (check one of the following and provide the name)-
❑ Corporation, LLC, Partnership, Municipality name
❑ HOA 1 POA 1 UOA name Brookstone Homeowners Association. Inc
❑ Sole Proprietor ^
3. Proposed permittee contact Information.
Please be sure to provide Email
a Signing Official's Name !'Re s i�5_N e d)
b Signing Official's Title HOA Preside nt-Brookstone HOA
c Mailing Address PO BOX 12051
City Wilmington State NC ZIP 28405
d Street Addr ss S
city / jr vv,
e Phone �fi_J ) - B73n Email
� JLV__ZIP �.
4 If there Is a Management Entity that manages the property for an HOA, POA or UOA, please provide,
Please be sure to provide Email
a Management Company or Business name Premiere Management
b Contact Name Hg00ah Mauldin Title Property Manager
c Mailing Address PO BOX 12051
d City Wilmington_ _ _State NC ZIP 28405
e Phone (910-) 679-3102 Ext 713 Email hannah(cD,,,premieremanagementn_c a
ECEIVE
OCT 2 4 28A
BY
Stormwater Permit Transfer Application Form Page 5 of 7 April 27, 2018

F. PROPOSED PERMITTEE CERTIFICATION
I�f"4?0 . 01? -s2 hereby notify the DEMLR that I have acquired through sale, lease,
development agreement, or other legal transfer, the project/property covered by the stormwater management
permit and/or the responsibility for constructing and/or operating and maintaining the permitted stormwater
management system I acknowledge and attest that I have received a copy of (select all that apply)
x❑ the most recent permit,
x❑ the designer's certification for each SCM,
x❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats,
x❑the approved plans and/or approved as -built plans,
x❑ the approved operation and maintenance agreement,
x❑ past maintenance records from the previous permrttee (where required),
x❑ a copy of the most recent inspection report,
❑ Check here if the proposed permrttee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report If checked, the proposed permrttee must provide a
written document statement, with a 'plan of action and schedule" addressed to this office stating that they will
bang the project into compliance upon receipt of the transferred permit This written "plan of action and
schedule" must be received by the Division before the Division will transfer the permit
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit I will construct the project's built -upon area as shown on the
approved plans, and I will (construct), operate and maintain the approved stormwater management system
pursuaPt-t requirements listed in the pprTit and in the erlation and maintenance agreement
9
Si nature , ✓ 1 Date i' o� Q a O 1
a Notary Public for the State of /V ,
County of do hereby certify thatd'/l&& &
personally appeared before me this the day of,20/!F and
acknowledge the due execution of the forgoing instrument Witness my hand and official seal,
KAREN M MILLER
(Notary seal) NOTARY PUBLIC
BRUNSMCK COUNTY, NC
Notary Signature
My commission expires Qf /9 03
ECE9VE"
OCT z 4 zU'9
BY
Stormwater Permit Transfer Application Form Page 6 of 7 April 27, 2018

i13 IM M 143fiA)1
aum yRgom
Oti YMM NOMB14URB
tff,v-86rwn*dmmao%"

"Wi
'S
r �
Permit No ls
(to be provided by DIVQ)
State of North Carolina
Depai tment oT Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form nzay be photocopied for use as an original
DWO Stgtinwatei Management Plan Review,
A complete storinwater management plan submittal includes an application for in, a wet detention basin supplement foi
each basin, design calculations, and plans and specifications showing all basin and outlet structure details
1. PROJII;CT INFORMATION
Project Name Brookstone Subdivision
Contact Person Garry S _Pape Phone Number 910-256-9277
For projects with multiple basins, specify which basin tors worksheet applies to Pond I
elevations
Basin Bottom Elevation 2450 R (floor of the basin)
Permanent Pool Elevation 30.50Lti (elevation ofihe orifice)
Temporary Pool Elevation 31 90 i} (elevation of the discharge sti ttcture overfl")
areas
Permanent Pool Surface Area
Drainage Area
Impei vious Area
volumes
Pei nmanent Pool Volume
Tempoiary Pool Volume
Forebay Volume
other parameters
SAIDA 1
Diameter of Orifice
Design RainfalE
Design TSS Removal
Foottnotes
14'595 sq ft (water surface area at the ortfice elevation)
---14.40-- - ac (on -site and off -site drainage to the basin)
5 64 ac (on -site and off -site drainage to the 6astiz)
44,404 cu it (coinbmed volume of tnain basin and forebal)
22,146 cu ft (volume detained above the pen mainent pool)
----9.244_�. _ cu ft (approvanaiely 20% of total volume)
206 (surface at ea to drainage area rattofroin, DTVQ table)
20 in (2 to S day tentpoi ai y pool drain -down regiureco
1 0 in
90 % (mininnum SS% requited)
When using the Division SAIDA tables, the coiiect SAIDA ratio for peiniainent pool sizing should be computed based
upon the actual impervious % and permanent pool depth Linear interpolation should be employed to deterinune the
correct value for nonstandard table entries
Z In the 20 coastal counties, the requirement for a vegetative filter may be nvaived if the wet detention basin is designed to
provide 90% TSS reinoval The NCDENR BMP manual provides design tables for both 85% TSS ieinoval and 90%
1 SS i emoval
Forni SWU-102 Rev 3 99 Page I of4

VWF
Il. REQUIRED ITEMS CHECICLIST
The tollowing checklist outlines design requirements pei the Stormwatei Best Management Practices Manual (114 C
Department of Envnonment, Health and Natural Resouices, 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 Stonmvater Management Permit Application Form, the agent may
initial below If a requirement has not been inet, Attach justification.
Applicant rtials
a The permanent pool depth is between 3 and 6 feet (ioquiied minimum of 3 feet)
b The forebay voltiine is approximately equal to 20% of the basin volume
c The temporary pool controls runofffiom the design storm event
d The temporary pool draws down in 2 to 5 days
Ne If required, a 30-foot vegetative filter is provided at tine outlet (include non -erosive flow calculations)
5 f The basin length to width *ratio is greater than 3 1
g The basin side slopes above (lie permanent pool are no steepet t ran 3 1 --- - - _w -
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show cletail)
Vegetative cover above the permanent pool elevation is specified
I A trash rack or similar device is provided for both the overflow and orifice
lc A recorded di ainage easement is pi ovided for each basin including access to nearest right-of-way
I If the basin is used for sediment and erosion control during constriction, clean out of the basin is
specified pi for to use as a wet detention basin
in A mechanism is specified which will drain the basin for maintenance of as emergency
00R� wt k� 6c- 1 C dt'4iv+ 9 04eCIOLVI3 Cr� j M ?-OLn� spy Ceti
M WE, DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pietreatment including forebays and tine vegetated
filter ifone is provided
This system (check one) 4 does does not incorporate a vegetated 6ltet at the outlet.
This system (check one) O does does not incorporate pi etreatnient other than a foi ebay.
Foim SWU-102 Rev 3 99 Page 2 of

7 How was the off -site impervious at ea listed above derived? On site streets. 2,750 sf of impervious surface
per Lot, 1,375 sf of impervious sut face for half lots & 2,000 sf for Pump Station
N DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out pai cels, and future development prior to the sale of any lot. If lot sizes vary sigiiiBcantly, a
table listing each lot nunibei, size, and the allowable built -upon area for each lot must be provided as an
attachment
1 The following covenants at a intended to ensure ongoing compliance with state storinwater management
permit number as issued by the Division of Water Quality These covenants may not
be changed or deleted without the consent of the State
2 No more than 2 7550 square feet of airy lot shall be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick stone, slate of sundar material but not include
wood decking or the water surface of swininung pools
3 Sivales shall not be filled in, piped or altei ed except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state storimvater management permit
modification prior to construction
5 Allted rtrnofffroin ilie oiulzarcels.arfut de-v-elopigen.LsbalLhe &recLa&Lnt"hepermiaed------ --
�stot mwater control system These connections to the storriiwater control system shall be perfor coed in a
manner that maintains the integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items requieed above, that the covenants will be binding on all parties and persons
claiming under them, that they will nm with the Iand, that the required covenants cannot be changed or deleted
without concurrence from the State, and that tliey will be recorded pi for to the sale of any lot
V. SUPPLEMENT FORMS
The applicable state storinwater management permit supplement form(s) listed below must be submitted foi
each BMP specified for this project Contact the Stotmwatet and Geneial Permits Unit at (9191) 733-5083 foi
the status and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Foim SW-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Foi in SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Forin SWU-107
Underground Infiltration Trench Supplement
Form SWU 108
Neuse Rivet Basin Supplement
Foiin SWU-109
Innovative Best Management Practice Supplement
Fonn SWU-101 Version 3 99 Page 3 of

'i'I. SUBMITTAL REQUiREIWENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ) A
complete package includes all of the items Iisted below The complete application package should be submitted to
the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Stormwatei Management Permit Application Fonn
• One copy of the applicable Supplement Form(s) foi each BMP 51U L
• P-ei-rust-spplts
• Detailed narrative description of stotmwater treatment/management
• Two copies of plans and specifications, including
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/pi oject boundary
- Location map with named stieets of NCSR numbers
- Original contours, proposed contouis, spot elevations, finished flooi elevations
dra-irra�feiitm�s;-c�ll�ttt>tirsys#eras;-aYtd-stcsrinwatei-ca�mroi�ii»sm�--
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authoi ity to another individual or firm so that they may provide infoimation on your
behalf, please complete this section
Designated agent (individual or firm) Withers & Ravenel. Inc
Mailing Address �7040_WrightsviIle Avenue, Suite 101 T
City Wilmington State NC Zip 24803
Phone [phone] Fax, f910) 256-2584
VXXII. APPLIC T'S CERTITICATION
1, (print or type narn ofpei son listed in Gener Information, Ilene 2) Jon T Vincent
certify that the infort ation included on thr�- rinnt application form is, to the best of my knowledge, correct and
that the proECO
will b constructed in c rfformance with the approved plans, that the required deed restrictions and
protective cnants ill be recoi d�ed�nd that the proposed pioject complies with the requirements of 15A
NCAC 2H /
Date 1 - G . Z
Form SWLi 101 \ Veision 3 99 Page 4 of

Pet to i t No .t � '3 c` 3 ! ('s
(to be pt ovrded by DIVA)
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 pholocoptedfor use as an original
DWQ Stounwater Management Plan Review
A complete stormwatei management plan submittal includes an appltcation form, a wet detention basin supplement foc
each basin, design calculations, and plans and specifications showing all basin and outlet sti uctute details
1. PROJECT INFORMATION
Ptoject Name Brookstone Subdivision
Contact Person Garr+ S Pape Phone Number 910-256-9277
�-Fir-Irae�ee{�rurtli-rntrlt rple-basir�speeif�+-wH reI't-basurtlrts-w�oy Icsfree�xpp-hes-t�---Pu�-�---- -- — ---�-- -"_
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Tempoiary Pool Elevation
areas
Peimanent Pool Surface Area
Diainage Area
Impervious Area
volumes
Permanent Pool Volume
Ternpoi ary Pool Volume
Forebay Volume
other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal`
Footftotes.
2000 ft (1loor of the basin)
26 00_ ft (elevatton of the of ifice)
2730 ft (elevation of the discharge structure overflow)
5,422 sq ft (water surface ai ea at the or f ce elevation)
520 ac (ori-site and off -site drainage to the hasni)
204 ac (on -site and off -site drainage to the basin)
10,438 _ cu ft (coinbuied vohune of main basin andforehay)
_7,979 cu ft (volume detained above the perinaneiit pool)
2,127 cu ft (appro ainately 20% of total volumc)
206 (sut face area to drainage area ratio fi om, DWQ table)
10 to (2 to 5 day temporary pool dimv-down rerluir ed)
1 0 in
90 % (mintmutrt 85% requa ed)
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 nonstandard table enti res
2 In the 20 coastal counties, the lequiremejrt foi 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
Foi m S W U-102 Rev 3 99 Pagel oft!

w
IL REQUIRED ITEMS CHECKLIST
The following checklist outlines design iequirements per the Stormwater Best Nlanagenient PiacticGs Manual (NC
Department of Environment, 14ealth and Natural Resources, Febivaty 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 to the Stoimwater Management Permit Application Form, the agent [nay
initial below If requirement has not been met, attach. justification
N<0
The permanent pool depth is between 3 and 6 feet (requited minimum of 3 feet)
The foi ebay volume is approximately equal to 20% of the basin volume
The temporary pool conti ols i unoff from the design storm event
The temporary pool draws down in 2 to 5 days
'iequued, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
lie basin length to width *ratio is greater than 3 1
he basin side slopes above the peniianent pool are no steeper than 3 1
submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
egetative cover above the permanent pool elevation is specified
ti ash tack of stint lar device is pi ovided for both the over flow and of nice
recorded drainage easement is provided for each basin including access to neatest right-of-way
It the basin is used for sediment and erosion contiol during construction, clean out of the basin is
specified prior to use as a wet detention basin
in A inechan ism is specified which will diain 1the basin for maintenance or an emergency j
1?an L 1u►k1 bC {PUf.]'L Ir,W, WV ftt��nawicc.l Mp-cLnS s � COILLifp�+,
HI WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including foiebays and the vegetated
filter if one is provided
This system (check one) O does (Adoes not incorporate a vegetated filter at the ontlet.
This system (check one) O does a does not incorporate pi eft eatment other than a forebay
Forni SWU-102 Rev 3 99 Page 2 of

Maintenance activities shall be pei formed as follows
I After every significant nninoffproducing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, ti ash accumulation,
vegetated cover, and general condition
b Check and cleat the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repau eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maxiinum height of six inches, and remove trash as needed
3 Inspect and iepatr the collection system (i a catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper fiinetioning
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 duality (i e
stockpiling near a wet detention basin or stream, etc )
TTie measuring device use to —determine the sec invent a evation s is a such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool d_ epth reads 4.5 feet in the main pond, the sediment shall be rernoved
When the permanent pool depth reads 5,75 feet in the forebay, the sediment shal I be removed
BASIN DIAGRAM
6,7I1 in the blanks)
Permanent Pool Elevation
Sediment Re\oval CI 75 _4'�t
--. ------ -_ / Sediment Removal Elevation �0 v 75%
p125%.
I3ottoiti eon -
Bottom Elevation � �
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encoutaged to grow along the vegetated shelf and forepbay berm
6 if the basin must be drained for an eruergency of to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form S WU-102 Rev 3 99 Page 3 of 4

i y
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 1 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
Title
Addr
Phon
Sign€
Date
.)NO3
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
�lQOj , a Notary Public for the State of t� 106h;0.11
CqH _of a12?1 1�' do hereby certify that U Pe# Ad atf JVit 4
personally appeared before me this -day of t-(0 bee , 20 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and oflicial seal,
1 V,attlQitrgl!l�j�
GP.,,,,......•.4. <
ti &L10
✓r✓✓O`FR COv�\\`��
My commission expires end
Form SWU-102 Rev 3 99 Page 4 of

Project Name,
Protect Location
Brookstone Subdivision
Brunswick County
Maintenance records shall be kept on the following BMP(s) This maintenance record shall be kept In a log in a known set location
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s)
The BMP(s) on this project Include (check all that apply & a
Bioretention Cell
Quantity
Dry Detention Basin
Quantity
Grassed Swale
Quantity
Green Roof
Quantity
Infiltration Basin
Quantity
Infiltration Trench
Quantity
Level SpreaderNFS
Quantity
Permeable Pavement
Quantity
Proprietary System
Quantity
Rainwater Harvesting
Quantity
Sand Filter
Quantity
Stormwater Wetland
Quantity
Wet Detention Basin
Quantity
Disconnected Impervious Area
Present
User Defined BMP
Present
No
No
O&M tables will
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
oe aaaea automatics
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached OEM tables I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party
i Responsible Party
Title & Organization
Street address
City, state, zip
Phone number(s)
Email
Signature
Bernard Griffin
President! Brookstone Property owner's Association
P 0 Box 12051
Wilmington, NC 28405
0-V it 9 - ji `r S is
b b ►yt
' V
f t
Date � 8 / hu'r
I, MAX i L LJW). to—, , -Vyny f a _ ary Public for the State of
County of do Nearby certify that &
personally appeared before me this day of nCID &E _Slot _ and
acknowledge the due execution of the p ration and aintenance Agreement
Witness my hand and official seal,
MARIE WHINER-MUIR
Notary Public North Carole:a
Wale County
My Gdttlrrtiasinn Expires
y° ipk�iuory p,2f7�
rw��CE-7FE.
OCT 2 4 2099
8Y
Version 14
OEM Manual
i
y
81E12010
Page 1 of 5

Sea/ My commission expires
,4EC zPVE
OCT 2 4 20,9
ay
S l ORM-l=z 802019
Verlwon 1 4 O&M Manual Page 2 of 5

3 ,,Wet elfon e��re en
DettlPond Maintenance Rits; 3n,
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided
Important maintenance procedures
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
- basin should be watered twice weekly if needed, until the plants become established (commonly six weeks)
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
W establish the plants on the vegetated shelf
_ Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
- emergency drain should be minimized to the maximum extent practical
- Once a year, a dam safety expert should inspect the embankment
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 10 inches (or 1 6 inches if in a Coastal County) Records of operation and maintenance should be kept in a
known set location and must be available upon request
Inspection activities shall be performed as follows Any problems that are found shall be repaired immediately
BMP element
Potential problem
How I will remedlate the problem
The entire BMP
Trash/debris is present
Remove the trashldebris
The perimeter of the BMP
Areas of bare soil anti/or —
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed
ground cover and water until it is established Provide lime and a one-
time fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches
long
The inlet device
The pipe is clogged
Unclog the pipe Dispose of the sediment off -site
The pipe is cracked or
Replace the pipe
otherwise damaged
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion
—
_ _
Stone verge is clogged or
Remove sediment and replace with clean stone~ -
covered in sediment (if
applicable)
The forebay
Sediment has accumulated to
_
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP
sediment storage
Erosion has occurred
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems
Weeds are present
Remove the weeds, preferably by hand If pesticide is used, wipe it on
the plants rather than spraying
Prune according to best professional practices
The vegetated shelf
Rest professional practices
show that pruning is needed
to maintain optimal plant
health
Plants are dead, diseased or
Determine the source of the problem soils, hydrology, disease, etc
dying
Remedy the problem and replace plants Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary
Weeds are present
Remove the weeds, preferably by
the plants rather than spraying
hand If pesticide is used, wipe it on
r� C FLIF IVY
STORM-EZ
Version 1 4 O&M Manual
OCT 2 4 2079
8187?019
BY - rage 3 of 5

+,l— - �- --- ��liOlo4;Nr(i��; �� et etenttonPon MantenanceRe ulrements,
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP
storage depth
Algal growth covers over 50%
_
Consult a professional to remove and control the algal growth
of the area
Cattails, phraginites or other
Remove the plants by wiping them with pesticide (do not spray)
invasive plants cover 50% of
the basin surface
The embankment
Shrubs have started to grow
Remove shrubs immediately
on the embankment
Use traps to remove muskrats and consult a professional to remove
Evidence of muskrat or
beaver activity is present
beavers
A tree has started to grow on
Consult a dam safety specialist to remove the tree
the embankment
An annual inspection by an
Make all needed repairs
appropriate professional
shows that the embankment
needs repair (if applicable)
The outlet device
Clogging has occurred
Clean out the outlet device Dispose of the sediment off -site
The outlet device is damaged
Repair or replace the outlet device
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office
outlet
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments
CCT 2 if 200
BY
S I ORM-Li 8/612019
Version 14 O&M Manual Page 4 of 5

11 {j a € f qy y & 5 5 h e� /yy�s /y�y �y y� yy W�r{y+
i"Op" i11 �E 3;i6ll � 3� };f 1���i3�s� iit 31 ' il'3 i`e 1� � ild �' u3�i i!. ki i4iflu cs e! fbeton 6n Vona, bei� n, S �tmma
Wet Pond Dtapram
WET POND ID FOREBAY _ WAIN POND
Permanent Pool El Permanent Pool El
Temporary Pool El Temporary Pool El
Pretreatment other No Clean Out Depth 0 Clean Out Depth 0
than forebay? Sediment Removal El Sediment Removal El
Has Vag Filter? Yes Bottom Elevation Bottom Elevation
WET POND ID FOREBAY MAIN POND
Permanent Pool El Permanent Pool El
Temporary Pool El Temporary Pool El
Pretreatment other No Clean Out Depth 0 Clean Out Depth 0
then forebay? Sediment Removal El Sediment Removal El
Has Veg Filter? Yes Bottom Elevation Bottom Elevation
G%j 2 y 2G'9 II
STORM-EZ 8/6/2019
Version 1 4 O&M Manual Page 5 of 5

4tr �- 19v3el
J (�t State Stormwater Management Systems
Permit No SW8 060105
Page 1 of 2
Designer's Certification Form
Brookstone Subdivision
Stormwater Permit Number SW8 060105
Brunswick County
Designer's Certification
1, John Phillip Norris_, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically) the construction of the project,
Brookstone Subdivision (Project)
for Gulf Stream Foods of North Carolina, Inc _ (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 project and the stormwater system has been built in accordance with the approved plans and
specifications
The checklist of items on page 2 of this form are a part of this Certification
Noted deviations from approved plans and specifications
This certification is for the retention ponds only and does not reflect verification of lot BUA
Sign
Regi,,
Date
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State Stormwater Management Systems
Permit No SW8 060105
Page 2 of 2
Certification Requirements
The drainage area to the system contains approximately the permitted acreage
The drainage area to the system contains no more than the permitted�t of b ilt-
upon area ��� C?.c.L
All the built -upon area associated with the project is graded such that the runoff drains
to the system
All roof drains are located such that the runoff is directed into the system
The outlet/bypass structure elevations are per the approved plan
The outlet structure is located per the approved plans
Trash rack is provided on the outlet/bypass structure
All slopes are grassed with permanent vegetation
Vegetated slopes are no steeper than 3 1
The inlets are located per the approved plans and do not cause short-circuiting of the
system
Required drawdown devices are correctly sized per the approved plans
All required design depths are provided
All required parts of the system are provided, such as vegetated shelf, a forebay, and
vegetated filter
5 The required dimensions of the system are provided, per the approved plan
Brigit Flora, Brunswick County Engineering
Scott Varn MECEOVE
OCT 2 4 2010
BY
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