SW8981008_CURRENT PERMIT_20231003

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SWMicng
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �Ua5 t O 0 3
YYYYMMDD

a SLATE a
ROY COOPER
Governor
ELIZABETH S.BISER
Secretary
WILLIAM E.TOBY VINSON,JR NORTH CAROLINA
Interim Director Environmental Quality
October 3rd, 2023
Magnolia Greens Master Association
Attn: Michael Steenberge, Board President
1022 Grandiflora Drive Suite 100
Leland,NC 28451
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW981008
Magnolia Greens Sections 9& 10
Brunswick County
Dear Mr. Steenberge:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on September 29", 2023. The Division is hereby notifying you that permit S W8981008 has
been renewed, updated, and re-issued on October 3`d, 2023, as attached. 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 September 18'",2031,and does not supersede any other agency permit that
may be required. The project shall be subject to the conditions and limitations as specified therein. This permit
does not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this
program to provide you with a better understanding of your obligations under this permit. Failure to comply with
these requirements will result in future compliance problems. Please note that this permit is not transferable
except after notice to and approval by the Division.
If any parts,requirements, or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty(30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Logan Inman in Wilmington Regional Office, at
[phone] or [e-mail].
Sincerely,
,
CCnn,, NJ)
1
X-F William E. Toby Vinson,Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment C—Permitting History
copy of the Renewal Application Documents
DES/Iwi: \\\Stormwater\Permits&Projects\l998\981008 HD\2023 10 permit 981008
cc: Town Engineer,Town of Leland
Wilmington Regional Office Stonnwater File
®Rm�'� North Carolina Department of Environmental Quality I Division of Energy.Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington,North Carolina 28405
nomHcrmxu
ow�au+®.mro�m 910.796.7215

Post-Construction Stormwater Management
Permit No. SW8 981008
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
Magnolia Greens Master Association, Inc.
Magnolia Greens Sections 9 & 10 (Parcels E and O)
Behind 1108 Willow Pond Lane, Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and as
outlined in the application, approved stormwater management plans, supplement, calculations,
operation and maintenance agreement, recorded documents, specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with and
approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR").
The project shall be constructed, operated, and maintained in accordance with these approved
plans and specifications. The approved plans and specifications are incorporated by reference
and are enforceable part of this permit.
This permit shall be effective from the date of issuance until September 181, 2031, 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.
Page 1 of 7

Post-Construction Stormwater Management
Permit No. SW8 981008
2. The stormwater system has been approved for the management of stormwater runoff as
described on page 2 of this permit. The subdivision is permitted for 100 lots, each
allowed a maximum amount of built-upon area as follows: Lots 8-50, 8-54, 8-55, 9-5, 9-
10, and 9-21 @5,000 ft2; Lots 8-49 , 8-51 through 8-53, 9-1 through 9-4, 9-6 through 9-9,
9-11 through 9-20, 9-22 through 9-27 and 10-1 through 10-66 @4,000 ft2.
3. All runoff from within the designated drainage area must drain to the permitted stormwater
system.
DEPARTMENT OF ENVIRONMENTAL QUALITY
Project Name: Magnolia Greens Sections 9 & 10 (Parcels E and O)
Permit Number: SW8 98100
Location: Brunswick County
Applicant: Michael J. Steenberge, Board President
Mailing Address: Magnolia Greens Master Association.
1022 Grandiflora Drive Suite 100
Leland, NC 2845
Application Date: September 29`h, 2023
Drainage Basin / Receiving Stream / Index #: Cape Fear/ Jackey's Creek / 18-71
Classification of Water Body: "C Sw"
Design Storm: 1.0 inch
Pond Number: 9-1 10
Pond Depth, feet: 7 7
Permanent Pool Elevation, FMSL: 23 19
Drainage Area, acres: 26.9 28
Total Impervious Surfaces, ft2: 380,551 347,253
Lots, ft2: 126,000 214,658
Roads, ft2: 49,032 89,676
Existing, ft2: 192,494 20,455 (from other parts of
Magnolia)
Sidewalk, ft2: 13,025 20,455
Offsite Area entering Pond, ft2: None None
Required Surface Area, ft2: 13,760 13,041
Provided Surface Area, ft2: 16,843 22,558
Required Storage Volume, ft': 33,424 31,124
Provided Storage Volume, ft': 39,432 31,684
Temporary Storage Elevation, FMSL: 25.3 20.3
Controlling Orifice: 2" cp 2 @2"cp pipe
II. SCHEDULE OF COMPLIANCE
1. The permittee is responsible for verifying that the proposed built-upon area for the entire
lot, including driveways and sidewalks, 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. and responsibility for meeting the built-upon area limit is transferred to
the individual property owner.
Page 2 of 7

Post-Construction Stormwater Management
Permit No. SW8 981008
2. If an Architectural Review Committee (ARC) is required to review plans for compliance
with the BUA limit, the plans reviewed must include sidewalks and driveways. Any
approvals given by the ARC do not relieve the homeowner of the responsibility to maintain
compliance with the permitted BUA limit.
3. 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.
4. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
6. Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
c. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from the
shoreline.
f. The maximum horsepower for a fountain in this pond is 1/4 horsepower.
7. 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.
8. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions 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.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
9. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Page 3 of 7

Post-Construction Stormwater Management
Permit No. SW8 981008
10. Prior to the sale of any lot, deed restrictions must be recorded which limit the built-upon
area per lot to the amount as shown on page 2 of this permit. The recorded statements
must follow the form:
a. 'The maximum built-upon area per lot is as follows: Lots 8-50, 8-54, 8-55, 9-5, 9-10,
and 9-21 @5,000 ft2; Lots 8-49 , 8-51 through 8-53, 9-1 through 9-4, 9-6 through 9-9,
9-11 through 9-20, 9-22 through 9-27 and 10-1 through 10-66 @4,000 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."
b. 'The covenants pertaining to stormwater regulations may not be changed or deleted
without concurrence of the State."
c. "Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the State."
d. "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 naturally drain into the system are not required to provide these
measures."
11. 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 bear the
signature of the Permittee, the deed book number and page, and stamp/signature of the
Register of Deeds.
12. 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 4 of 7

Post-Construction Stormwater Management
Permit No. SW8 981008
13. No person or entity, including the permittee, shall alter any component shown in the
approved plans and specifications. Prior to the construction of any modification to the
approved plans, the permittee shall submit to the Director, and shall have received
approval for modified plans, specifications, and calculations including, but not limited to,
those listed below. For changes to the project or SCM that impact the certifications, a
new or updated certification(s), as applicable, will be required and a copy must be
submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use permeable pavement or#57 stone within the lots as a
permeable surface. The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and
recorded.
g. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
h. Other modifications as determined by the Director.
14. 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.
III. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement
on-site stormwater systems. These additional or replacement measures shall receive a
permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate application, documentation and the processing fee as outlined in Title 15A
NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMIT-TEE NAME OR CONTACT
INFORMATION. The permittee shall submit a completed Permit Information Update
Application Form to the Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or
in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate
application, documentation and the processing fee as outlined in 15A NCAC
02H.1045(2). This request must be submitted within 90 days of the permit holder
meeting one or more of the following:
i. A natural person who is deceased,
Page 5 of 7

Post-Construction Stormwater Management
Permit No. SW8 981008
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur, except in the case of an individual
residential lot sale that is made subject to the recorded deed restrictions and
protective covenants,
v. The assignment of declarant rights to another individual or entity,
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2),
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on-site stormwater system complies with
the permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and
conditions of this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved
plans, application, supplement, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee
at all times.
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the
stormwater rules is subject to enforcement procedures as set forth in NCGS 143
Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division
an annual certification completed by either the permittee or their designee confirming
the project's conformance with permit conditions.
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the
permitted site does not meet one or more of the minimum requirements of the permit.
Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The
permittee shall provide copies of modified plans and certification in writing to the
Director that the changes have been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
complying with and obtaining any other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or
ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water
quality violation or undertaken prior to receipt of the necessary permits or approvals
to do so are considered violations of NCGS 143-215.1, and subject to enforcement
procedures pursuant to NCGS 143-215.6.
Page 6 of 7

Post-Construction Stormwater Management
Permit No. SW8 981008
Permit renewed, updated, and reissued this the 3rd day of October 2023.
NORTH CCAQROLINAA ENVIRONMENTAL MANAGEMENT COMMISSION
AA
William Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 981008
Page 7 of 7

Attachment C-Permitting History
Magnolia Greens Sections 9&10
Permit No.SW8 981008
Approval Permit Action BIM an Description of the Changes Modified Plan Sheets
Original High Density Subdivision Stormwater Project-construction,operation and maintenance oft detention
4/12/1999 Approval LO ponds in compliance with the provisions of 15A NCAC 2H.1000..These sections within the Magnolia D3
Greens subdivision are permitted for 99 lots,each allowed 4,000 square feet of built-upon area.
High Density Subdivision Stormwater Project-construction,operation and maintenance of 2 wet
Major detention ponds in compliance with the provisions of 15A NCAC 2H.1000.The subdivision is permitted
9/I8/2001 Modification I for 100 lots,each allowed a maximum amount ofbuilt-upon area as follows:Lots 8-50,8-54,8-55,9-5,9 C-1-2
10,and 9-21 @5,000 ft';Lots 849,8-51 through 8-53,9-1 through 9-4,9-6 through 9-9,9-11 through 9-
20,9.22 through 9-27 and 10-1 through 10-66 @4 000 Q',
7/182011 Minor 12 Approved Plan Revision-The rev&ions include the as built relocation of Pond 9-1. C-1
Modification
Ownership Transfer-High Density Project-construction,operation and maintenance oft wet detention
Minor ponds in compliance with the provisions of 15A NCAC 2H.1000.The subdivision is permitted for 100
424/2013 Modification 13 lots,each allowed a maximum amount ofbuilt-upon area as follows:Lots 8.50,8-54,8-55,9-5,9-10,and
9-21 @5,000 fP;Lots 849,8-51 through 8-53,9-1 through 94,9-6 through 9-9,9-11 through 9-20,9-22
through 9-27 and 10-1 through 10-66 @4,000 R°.
High Density Subdivision Project-construction,operation and maintenance oftwo(2)wet detention
11/19/2015 Renewal 2.0 ponds in compliance with the provisions of 15A NCAC 2H.1000 The original permit conditions
contained in the permit issued on September 18,2001 remain in full force and effect,except as amended
herein.
10/32023 Renewal 3.0 Expires:9/18/2031
Page 1 of 1

Applican I itials
Kvf a. The temporary pool controls runoff from the 1 inch storm event.
7 [ ✓ b. The basin length to width ratio is greater than 3:1.
c. The basin side slopes above the permanent pool are no steeper than 3:1.
d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
e. Vegetation above the permanent pool elevation is specified.
S" An emergency drain is provided to empty the basin.
g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20% of the total basin volume.
Zd k. Sediment storage is provided in the permanent pool.
NPPL., J 1. A 30-foot vegetative filter is provided at the outlet' (include erosive flow calculations)
m. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
o. A vegetation management/mowing schedule is provided in the O&M plan.
p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storm event is specified in the O&M plan.
r. Specific clean-out benchmarks are specified in the O&M plan (elevation or depth).
s: A legally responsible party is designated in the O&M plan' (include name and title).
t. If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified to be performed prior to use as a wet detention basin.
Footnotes:
l 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.
'The requirement for a vegetative filer may be waived if the wet detention basin is designed to meet 90%TSS removal.
'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.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay, non-integrated pretreatment systems
(pretreatment other than forebays), and
the vegetated filter if one is provided.
This system (check one) ❑does (does not incorporate a vegetated filter.
This system (check one) ❑does Qdoes not incorporate non-integrated pretreatment.
Maintenance activities shall be performs as follows:
1. After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev UAugust 1998 Page 2 of 3

a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
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.
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, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth is: 7'
The sediment removal benchmark depth is : 5.25'
5. Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
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.
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 above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: W. Christopher SipphensA
Address : P. O. Box 41 7, it pn' ton, NC 28406
Phone: (910) 2-7 0
Title : Presi
Signature
Date : p _
I, 7►� a Notary Public for the State of 410 Ctlroli._`
County of' A/0202 roYgK qo hereby certify that W, Chnsfaphgr
personally appeared before me thiday of (�[ , 19 , and acknowledge the
due execution of the forgoing infiltration system maintenance requirspwC '%%,ess my hand and official seal,
.•�'G POD�'�.
o". Pam, SEAL ? NOTARY
My commission expires OJ,9, zeal I r
V. PUBUC 2
Form SWU-102 Rev I/Au ust 1998 Page 3 of 3 �� lega ����°�
8 8

t
If. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW8 981008
2. Project Name: Magnolia Greens Sections 9 & 10
3. Current Permitee's Company Name/Organization: Landmark Developers, Inc.
4. Signing Official's Name: W. Christopher Stephens Title: President
5. Mailing Address: 5022 Wrightsville Avenue, Suite 102
City: Wilmington -State:-NC Zip: 28403
6. Phone: 9( 10 ) 392-7201 Fax: ( 910 ) 350-0610
III. PROPOSED PERMITTEE / OWNER / PROJECT/ ADDRESS INFORMATION
The proposed permittee identified in the condominium or planned community's declaration is the
following (check one):
❑ Unit Owners Association
❑X Owners Association
❑ Other Management Entity
Proposed Permittee's:
1. Company Name/Organization: Magnolia Greens Master Association, Inc.
2. Contact Name & Title (Please provide name of company/organization's authorized representative or agent
and her/his official title such as President):
Dennis Michaliga, President
3. Mailing Address: 2502 South 17th Street
City: Wilmington State: NC Zip: 28401
4. Phone: ( 910 ) 395-1500 Fax: ( ) N/A
ECEIVE
IV. CURRENT PERMITTEE'S CERTIFICATION MAR 2 2 201
3
I, W. Christopher Stephens the current permittee, am bmitting this requ for
a transfer of stormwater permit # swg g8i on . I hereby attest that RKaure met the
requirements of N.C.G.S. 143-214.7(c2)/Session Law 2011-256, and propose to transfer the permit
to a unit owners association, owners association, or other management entity identified in the
condominium or planned community's declaration. The 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. I have provided a copy** of the
most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as-built plans, the approved
operation and maintenance agreement, past maintenance records, and the DWQ stormwater
inspection report evidencing compliance to the proposed permittee named in Section III of this form.
I further attest that this request for a permit transfer is accurate and complete to the best of my
knowledge. 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
Page 2 of 3

.f
,returned as incomplete. I assign II rights and obligations as permittee to the proposed permittee
named in Section II of this for . I under and that this permit transfer cannot be approved by the
DWQ unless and until e a ity ompliance with the permit.
Signature: Date:
I, Jenni4cr a Notary Public for the State of
tNL , County of do hereby certify that
W- CV\eS4op Vic,- Sk?herys personally appeared before me this the
IA- day of March 20 13 , and acknowledge the due execution of the
ptt0 f
forgoing instrument. Witnes my hand and official seal, ° 1),,
N t ry Sigilaturebn
G�
M,{ ccrArn t-S
9 7�i 4— r10TA
°�' AVBLIG vg
" It is recommended that all documents that are required for the transfer of this permit be
sent by a traceable delivery method to the proposed permittee.
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and the processing fee(if required), should be sent to the
appropriate Regional Office of the North Carolina Department of Environment and Natural Resources, Division of Water
Quality, as shown on the attached map.
.�
Win to Sale 1^
\I 9
in o t
1 •z 'Ile r le \ll
DWQ Regional Office Contact Information: ,F e" 'Ile
Asheville Office ...... [phone]
Fayetteville Office ... [phone] WTI n9wn
Mooresville Office ... [phone]
Raleigh Office ........ [phone]
Washington Office ...[phone]
Wilmington Office ... [phone]
Winston-Salem ...... [phone]
Central Office .........[phone]
Page 3 of 3

UtMLK UJt UNLY
Date Re eive Fee Paid Permit Number
a9 a� s°= Sw8 YKioa
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section (30.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: 1 — -
2. Projectname: m0.kriw%a care-4-nS SPCktth-Nc
3. Project street address: U;= aAPd \xW,A 1\CT) Wt liDWRm(J La YAP Qr\A bek!orl I19J0wiI�Ul� P�
City: aYJ County: 'L)rIAViGA- i�ZIP .4
4. What, if any, changes have been made to the project as permitted? \ .
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https//deg.nc.gov/abouUdivisions/energy-
mineral-land-resources/energy-mineral-land-rules/stormwater-program/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at. littps://deg.nc.gov/abouUdivisions/energy-mineral-land-
resou rces/e n erg y-m in era I-la nd-ru les/stormwate r-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: C to oir B r 11- W' ;4,�oo
2. Signing Official's Name: h/ el 157 c���� P1S�s 't��� _
3. Signing Official's Title:
4. Mailing Address: V() ��lYaYA[ArF`�Gl �(\ 2 C54r c \no
City: 1_cACay�,a _ State: ZIP : S�
5. Street Address: 1 C-� 2'aL G(-r oti PI(,YG- 0r-Kx- tY-Q
City: \-c\ar\A State: 0( ZIP : &E`fsl
6. Phone: (�)')c 51SW Email: (?ay\)< EC & Ce on_ nC. C_L
F CEOVE
EP 2 9 2023
Stormwater Permit Renewal Form Page t of 3 May 1 t. 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non-Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of$505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation —a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC)—a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity— a principal executive officer, ranking official, or other duly authorized employee,
d. Partnership or limited partnership—the general partner,
e. Sole proprietor, or
f. Letter of authorization signed by one of the signatories noted in a —e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
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.
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
SEP 19 2023
av:
Stonnwater Permit Renewal Application Form Page 2 of 3 May 11, 20,18

D. PEER� �'�MITTEE'S CERTIFICATION
I,/p/, ,4J /J7e,,70' WY G the person legally responsible for the permit, certify that I have
a copy of the F16rmit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built-upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and com lete. / p
Signature: Date:
NOTARIZATIO ` (
a Notary Public for the State of
County of do hereby certify
that e �— personally appeared before me
this the day of 2022S-, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
=sonh
NoCarolinetyNotary SignatuMy Coct 16.202a
Mycommissi pires d0 - Jl '-2_025�
ECEO Vu E
{ � SEP 2 9 2023
t3k•--
Stonnwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No. 5W8 961008
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can
be found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name : Magnolia Greens 5er-bon5 9 4 10
Contact Person : Davi5 Fennell, Cape Fear Eng. Phone Number: (9 1 0 ) 790-6564
Number of Lots: 100 Allowable Built Upon Area Per Lot*: 'see attached
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase,page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculations in the space provided below where:
• SA Site Area- the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area dived by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Tome SWU-104 Rev 3.99 Page t of 2

(SA x DF) - RA - OA = BUA
T No. Lots Lots
Calculation:
(2, 1 23, 1 14 sf x 0,30) — 138,708 sf — 37,489 sf = 460,737 sf
100 100 Lots
4,607 sf/lot "' see attached sheet
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Ap 1' t I itials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
MY b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided by DWQ within 30 days of
platting and prior to sale of any lots.
we. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Ferro: SWU-104 Rev 3.99 Page 2 of 2

Magnolia Greens 5ection5 9 $ 10
Proposed BUA Per Lot
Lot Proposed Lot Proposed Lot Proposed
Lot# Area (5F) BUA (5F) Lot# Area (5F) BUA (5F) Lot# Area (5F) BUA (5F)
8-49 1 7, 1 22 4,000 10- 1 18,G5 1 4,000 1 0-34 15,037 4,000
8-50 14,640 5,000 10-2 1 G,920 4,000 1 0-35 1 7,898 4,000
8-5 1 1 G,225 4,000 10-3 21 ,732 4,000 10-3G 20,55G 4,000
8-52 I G, 130 4,000 1 0-4 1 G. 105 4,000 10-37 24,234 4,000
8-53 18,88G 4,000 10-5 22,24G 4,000 10-38 20,015 4,000
8-54 14G80 '' 5.000 1 O-6 I 2G,008 4,000 1 10-391 31 ,774 4,000
8-55 1'5,7G9 5,000 10-7 15.075 4,000 10-40 2G,023 4,000
9- 1 14,870 4,000 1 0-8 13.207 4,000 1 0-4 1 2G,803 4,000
9-2 24,413 4,000 10-9 13,479 4,000 10-42 17.510 4,000
9-3 1 5,03 1 4,000 1 0- 1 0 14,416 4,000 1 0-43 19,504 4,000
9-4 18,894 4,000 1 0- 1 1 13,607 4,000 1 0-44 25,987 4,000
9-5 1.4,525 .5,000 10- 12 13,25G 4,000 10-45 19,523 4,000
9-G 1 5,8GO 4,000 1 0- 1 3 14,3G3 4,000 1 0-4G I G.81 0 4,000
9-7 14,01 1 4,000 10- 141 14, 1 G3 4,000 1 0-47 1 4,47G 4,000
9-8 15, 1 G5 4,000 1 0- 1 5 14,745 4,000 1 0-48 13,925 4,000
9-9 ) 4, 185 4,000 1 0- I G 13,722 4,000 10-49 22, 104 4,000
9=1 O 143 1 2 5,000 10- 171 13363 4,000 1 0-50 21 ,582 4,000
9- 1 1 14,445 4,000 1 0- 18 14,797 4,000 10-5 1 14.OG3 4,000
9- 1 2 14,925 4,000 1 0- 1 9 20.470 4,000 10-52 19,729 4,000
9- 1 3 13,9G4 4,000 1 0-20 32345 4,000 10-53 1 4, 1 18 4,000
9- 1 4 12,953 4,000 1 0-2 1 18,275 4,000 1 0-54 14,05G 4,000
9- 1 5 12,394 4,000 10-22 24, 132 4,000 I 0-55 16,473 4,000
9- 1 G 12,910 4,000 10-23 27,050 4,000 10-5G 2 1 ,G55 4,000
9- 1 7 13,403 4,000 1 0-24 2 1 ,G48 4,000 1 0-57 17,202 4,000
9- 18 13,4GG 4,000 10-25 1 8,3G5 4,000 10-58 2 I ,940 4,000
9- 1 9 13,954 4,000 10-2G 18,023 4,000 10-59 17,425 4,000
9-20 4,G80 4,000 10-27 18, 1 G 1 4,000 10-GO 1 5,81 3 4,000
9-2J 14985 5,000 10-28 17,043 4,000 1 O-G I R 18,578 4,000
9-22 1 G,G82 4,000 1 0-29 22, 177 4,000 1 0-G2 18,313 4,000
9-23 2 1 ,43G 4,000 1 0-30 1 5,8G9 4,000 1 O-G3R 1 7,2GO 4,000
9-24 15,052 4,000 10-31 20,249 4,000 10-G4 15,G94 4,000
9-25 1 G,939 4,000 1 0-32 1 G,737 4,000 10-G5 I G, 152 4,000
9-2G 18,4471 4,000 0-33 1 1 8.75 1 4,000 10-GG I G,G 17 4,000
9-27 15,901 1 4.000
TOTALS: 40G.000 5F IMPERVIOUS OVER 100 LOTS.

Permit No. SW8 981008
(to be provider!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 for use as an original
DWQ Stormwater Management Plan Review:
A complete stonnwater 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: Magnolia Greens Sections 9 $ 10
Contact Person: Dav15 Fennell, Cape Fear Engmeernng Phone Number: (910 ) 790-8584
For project with multiple basins, specify which basin this worksheet applies to: Pond#9- 1
elevations
Basin Bottom Elevation I G.0 ft. (floor of the basin)
Permanent Pool Elevation 23.0 ft. (elevation of the orifice)
Temporary Pool Elevation 25.3 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area I G,843 sq. ft. (water surface area at the orifice elevation)
Drainage Area 2G.90 ac. (on-site and off-site drainage to the basin)
Impervious Area 8.74 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 72,5G8 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 40,9G5 cu. ft. (volume detained above the permanent pool)
Forebay Volume 10,G 15 cu. ft. (approximately 20% of total volume)
Other parameters
SAIDA' 1 . 1 747 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall I in.
Design TSS Removal 2 90 % (minimum 85% required)
Form: SWU-102 Rev 3.99 Page 1 of 4

Fc;)mot&
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.
z 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.
Appli a Initials:
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.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
" k. A recorded drainage easement is provided for each basin including access to nearest right-
of—way.
1. 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. 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.
Form: SWU-102 Rev 3.99 Page 2 of 4

This system (check one) 0 does does no incorporate a vegetated filter at the outlet.
This system (check one) 0 does does no incorporate pretreatment other than a forebay.
Maintenance activities shall be performed as follows:
L 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, riprap, etc.) quarterly to maintain
proper functioning .
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate 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 as such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permancnt Pool Elevation= 23.0
Sediment Remov I El.. 20.0 75%
Sediment Removal Elevation= 1 7.75 75%
Bottom Elevation 19.0 5%
Bottom Elevation I 6.00 2511.
1 1 7
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.
Form: SWU-102 Rev 3.99 Page 3 of 4

M
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.
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: W. Chn5to her 5te hens
Title: President
Address: PO Box 4 1 2,71YVi1, 1n1NV-,-y1"11
Phone: (910) 392-
Signature:
Date: /y
I IV
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, JR. a Notary Public for the State of Nprt , C OS Ina
County of n y do hereby certify that W. Chri shpher 54zhens
personally appeared before me this 14-t� day of rnCLq 4001 and Acknowledge the due
execution of the foregoing wet detention basin maintenancec re uirements. Witness my hand and official seal,
\````\`��Nll
Y
tigNOVEP
ff ON
/ySEAL
My commission expires 1 � 1 Arctl A06;z
Form: SWU-102 Rev 3.99 Page 4 of 4

Pennit No. 5W8 981008
(to be provider!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 forvr may be photocopier)for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Magnolia Greens 5ecticn5 9 # 10
Contact Person: Davis Fennell, Cape Fear Engineering Phone Number: (9 1 O ) 790-8584
For project with multiple basins, specify which basin this worksheet applies to: Pond#9- 1
elevations
Basin Bottom Elevation I G.0 ft. (floor of the basin)
Permanent Pool Elevation 23.0 ft. (elevation of the orifice)
Temporary Pool Elevation 25.3 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area I G,843 sq. ft. (water surface area at the orifice elevation)
Drainage Area 2G.90 ac. (on-site and off-site drainage to the basin)
Impervious Area 8.80 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 72,5G8 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 40,9G5 cu. ft. (volume detained above the permanent pool)
Forebay Volume I O,G 15 cu. ft. (approximately 20%of total volume)
Other parameters
SA/DA' 1 . 1 8 1 3 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw-clown required)
Design Rainfall I in.
Design TSS Removal 2 90 % (minimum 85% required)
Form: SWU-102 Rev 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 98 1 005 And its issue date (if known) April 12, 1999
3. Specify the type of project(check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Curb and gutter collection system with enhanced treatment via. wet detention ponds.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 48.74 acres 4. Project Built Upon Area: 27.41 %
5. How many drainage basins does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Overall See sheet 2A for Pond Data
Receiving Stream Name Jacket's Creek
Receiving Stream Class C-SW
Drainage Area 48.74 AC (project area)
Existing Impervious* Area 0 SF
Proposed Impervious* Area 582, 197 5F ( 13.36 AC)
%Impervious* Area (total) 27.4 1 %
Impervious* Surface Area Overall
On-site Buildings 406,000 SF
On-site Streets 138,708 SF (3. 16 AC)
On-site Parking 0 SF
On-site Sidewalks 35.489 5F (0.8 1 AC)
Other on-site 197,258 SF (4.53) '4.48 AC from 5W8 970104
Off site 0 SF
Total: 582, 197 SF ( 13.36 AC) Total:
*Impervious area is defined as the built upon area including, but not limiter(to, buildings, roars,parking areas,
sidewalks, gravel areas, etc.
Form: SWU-101 Version 3.99 Page 2 of 4

6. Complete the following information for each drainage basin. If there are more than two drainage basins in the project,attach all
additional sheet with the information for each basin provided in the same format as below.
Basin Information.. . . Pond#1'0 Pond#9-I
Receiving Stream Name Jackey5 Creek Jackey5 Creek
Receiving Stream Class C-SW C-5W
Drainage Basin Area 1 ,219,220 5F (28.0 AC) I ,1 71 ,764 SF (26.9 AC)
Existing Impervious*Area 1 8,455 SF (0.42 AC) 195,258 5F (4.48 AC)
Proposed Impervious*Area 325,798 SF (7.55 AC) 251 ,057 5F (6.45 AC)
% Impervious* Area(total) 28.45% 39. 1 3%
:Impervious*Surface Area Pond#10 - Pond#9-1
On-site Buildings 2 14,658 5F (4.93 AC) 126,000 5F (2.89 AC)
On-site Streets 89,676 5F (2.06 AC) 49,032 5F (I . 13 AC)
On-site Parking 0 5F 0 51'
On-site Sidewalks 22,464 5F (0.52 AC) 13,025 5F (0.30 AC)
Other on-site 20,455 5F(O.47 AC) 195,258 5F (4.48 AC)
Off site 0 SF 0 5F
Total: E= 347,253 SF (7.97 AC) E= 383,3 15 SF (8.80 AC)
Basin Information
Receiving Stream Name
Receiving Stream Class
Drainage Basin Area
Existing Impervious* Area
Proposed Impervious* Area
% Impervious*Area(total)
Impervious*Surface Area
On-site Buildings
On-site Streets
On-site Parking
On-site Sidewalks
Other on-site
Off site
Total:
Basin..Information
Receiving Stream Name
Receiving Stream Class
Drainage Basin Area
Existing Impervious*Area
Proposed Impervious*Area
%Impervious* Area(total)
Impervious*Surface'Area
On-site Buildings
On-site Streets
On-site Parking
On-site Sidewalks
Other on-site
Off site
Total:
Page 2A of 4

� +t
State Stormwater Management Systems
Permit No. SW8981008 Modification
Magnolia Greens Sections 9 & 10 (Parcels E and 0) Page 1 of 2
Stormwater Permit No. SW8 981008 Modification
Brunswick County
Designer's 'C/ertification rr
1. h DAytS 1-E.h ELL, asaduly registered ?fL0FE6?tQ0AL &6trtEEiZ in
the State of North Carolina, having been authorized to observe (periodically/` 3/fie)the construction of
the project,q
PdN� l �AC,rlol�lA�2ce�s7ELTtouS E1e7 (Project)
for LAW t1A?V n E�ELOPfaZS, IN G (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 are a part of this Certification.
Noted deviations from approved plans and specifications:
— 6E6 AINAOFe_0 isorEs roCNEc�ts�1
SEA1 o"CANo",0,, 2d1
Signature
7. 0FESS/0
Registration Number o 24 908 ? z 9�
SEAL -
Date 081'5 /ZOJ/ 024908/y
VV
S fE
RECEIVED 1
AUG 19 2011
BY:

State Stormwater Management Systems
Permit No. SW8 981008 Modification
Certification Requirements: Page 2 of 2
19 1. The drainage area to the system contains approximately the permitted acreage.
/tom' 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.
14 4. The outlet/bypass structure elevations are per the approved plan.
&—/ 5. The outlet structure is located per the approved plans.
4-6. Trash rack is provided on the outlet/bypass structure.
_4J-7. All slopes are grassed with permanent vegetation.
A-8. Vegetated slopes are no steeper than 3:1.
79. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
(A l 1. Required drawdown devices are correctly sized per the approved plans.
/ 12. All required design depths are provided.
�j 13. All required parts of the system are provided,such as a vegetated shelf, a forebay, and the vegetated
filter.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
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Brunswick County--Reaister of Deeds
^.abert J. Robinson
Prepared by: Murchison, Taylor, Kendrick & Gibson LLP Iy t #9313 Book 1293Paae toe
16 North Fifth Avenue, Wilmington, NC 28401 0911999 09;49am Rec# 10OQ 3
S 01j8 98 (ove
STATE OF NORTH CAROLINA AMENDMENT TO MASTER
DECLARATION OF PROTECTIVE
COUNTY OF BRUNSWICK COVENANTS FOR MAGNOLIA
GREENS ANNEXING SECTION 10-A
,�� I -z> 37
LANDMARK DEVELOPERS, INC., a North Carolina corporation (herein
"DECLARANT"), heretofore executed the Master Declaration of Protective Covenants for
Magnolia Greens, and caused the same to be recorded in Book 1191, Page 991, et seq., in the
Brunswick County Registry (herein the "Protective Covenants"); and
WHEREAS, in accordance with paragraph 15.3 and paragraph 17.2 of the
Protective Covenants, the DECLARANT has the right to amend the Protective Covenants; and
WHEREAS, the DECLARANT has developed additional lots designated as
Section 10-A Magnolia Greens which the DECLARANT desires to be made subject to the
Protective Covenants.
NOW, THEREFORE, the DECLARANT does hereby amend the Protective
Covenants as follows:
Paragraph 11.10(c) is hereby amended to change the minimum square footage for
lots in Section 10-A as follows:
"All single-family detached dwelling houses constructed on a Unit in Section 10-
A Magnolia Greens shall contain no less than 1,800 square feet for a one-story dwelling and
2,100 square feet for a two-story dwelling, of fully enclosed and heated floor space devoted to
living purposes (exclusive of roofed or unroofed porches, breezeways, terraces, porches, steps,
works, garages and any outbuildings)."
Paragraph 12.6 is hereby amended as follows:
"Each Unit in Section 10-A Magnolia Greens will be restricted to 4,000 square
feet of built upon area including impervious surfaces."
By making subject to said Protective Covenants and annexing thereto, the
following described properties:
BEING ALL of SECTION 10-A, MAGNOLIA GREENS, as the
same is shown on map thereof which has been duly recorded in
Map Cabinet 21 page 73 _of the Brunswick County n p
Registry, reference to which map is hereby made for a more ��®�I1/�'n'®j .
particular description. ' t tl v tl' 1
Except as amended herein, the aforesaid Protective Covenants shall be and remain
in full force and effect.
��s�uu��' This the2AA da of b�� E C E 1 V E D
DEVPQw • MAY
s t .
O y M
t �ORAIE
i SPATpa t X r LA V L P g FR0i n E_ M
4ti[CORPORA' EAL]
N.C.� " By:
win
ATTEST:
Pr sident
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Secretary `f I
TOW 00 REV TC
REC# CKAM&'0 CK / 1
12712 CASH REF BY

STATE OF NORTH CAROLINA Inst 4 9313 Book. 1293Page: 109
COUNTY OF 2)kj„n.•;•� <<L
a Notary Public of the State and
County aforesaid, certify that r<rrea� , n { personally came before me this day
and acknowledged that he/she is of _L'JO1a. i I-vallorth
Carolina corporation, and that by authority duly given and as the act of the corporation, the
foregoing instrument was signed in its name by its President, sealed with its corporate
seal, and attested by himself/herself as its 4S,-�T Secretary.
1999. WITNESS my hand and official seal this grid day of C!�A—J
cr,�c lG, p,L�Lc_�r
Q ••••.�• Notary Iblic
My Commission Expires: • 11►OU#)P,
0800
.•••
ray �.
STATE OF NORTH CAROLINA
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing(or annexed)Certificate(s)of MaRY PINCKNEY HICKMAN
Notary(ies)Public is(are) Certified to be Correct.
This Instrument was filed for Registration on this or ti Day of'__ n
in the Book and Page shown on the First Page hereof. 1999
°{' 6Vv�ooti.
ROBER I J. KUH14SONI Registe of ds
12712

t '
Prepared by: Murchison, Taylor, Kendrick & Gibson, LLP ".
16 North Fifth Avenue, Wilmington, NC 28401kD
o
STATE OF NORTH CAROLINA AMENDMENT TO MASTER
DECLARATION OF PROTECTIVE g 7
COUNTY OF BRUNSWICK COVENANTS FOR MAGNOLIA 0
X.
GREENS ANNEXING SECTION 10-B D in
"'
LANDMARK DEVELOPERS, INC., a North Carolina corporation (herein I o ~
"DECLARANT"), heretofore executed the Master Declaration of Protective Covenants for 3 A "
Magnolia Greens, and caused the same to be recorded in Book 1191, Page 991, et seq., in the "i D
Brunswick County Registry (herein the"Protective Covenants"); and o N
WHEREAS, in accordance with paragraph 15.3 and paragraph 17.2 of the
Protective Covenants, the DECLARANT has the right to amend the Protective Covenants; and
WHEREAS, the DECLARANT has developed additional lots designated as
Section 10-B Magnolia Greens which the DECLARANT desires to be made subject to the
Protective Covenants.
NOW, THEREFORE, the DECLARANT does hereby amend the Protective
Covenants as follows:
Paragraph 11.10(c) is hereby amended to change the minimum square footage for
lots in Section 10-B as follows:
"All single-family detached dwelling houses constructed on a Unit in Section 10-
B Magnolia Greens shall contain no less than 1,800 square feet for a one-story dwelling and
2,100 square feet for a two-story dwelling, of fully enclosed and heated floor space devoted to
living purposes (exclusive of roofed or unroofed porches, breezeways, terraces, porches, steps,
works, garages and any outbuildings)."
Paragraph 12.6 is hereby amended as follows:
"Each Unit in Section 10-B Magnolia Greens will be restricted to 4,000 square
feet of built upon area including impervious surfaces."
By making subject to said Protective Covenants and annexing thereto, the
following described properties:
BEING ALL of SECTION 10-B, MAGNOLIA GREENS, as the
same is shown on map thereof which has been duly recorded in
Map Cabinet 21 , Page ;�O 6 of the Brunswick County
Registry, reference to which map is hereby made for a more
particular description.
Except as amended herein, the aforesaid Protective Covenants shall be and remain
in full force and effect. ST®R M tl U AT E R
+++++9EVE i,th �Qt&/Jay of 1999. I
D
E C E I V E
f�-t= A CORPORATE ''• 's_ MAY 2 6 1999
L�-v2CYU1(A� }� L D D E M
N.C. reside
ATTEST:
Lr
J Secretary RET
REV..., _
TOTAL CKd t _
14191 CASH —REF -BY '
I

N
rt
STATE OF NORTH CAROLINA *d
N
w
COUNTY OF kru n L"J tLL m
co
I✓ 'I' ate�+« a �i� .n— , a Notary Public of the State and
County aforesaid, certify t t �lv k_� ,J'a�f:h personally came before me this day w
and acknowledged that he/she is Secretary of d.._s..(L North
Carolina corporation, and that by authority duly given and as the act of the corporation, the
foregoing instrument was signed in its name by its President, sealed with its corporate
seal, and attested by himself/herself as its A��-r Secretary.
I H
WITNESS my hand and official seal this f.fti't day of i la�
1999. `
\` �QNCKNEIg lh Not Public
My Commission Expires: r' X%pTAgy
'.
$�d '*01300 ;V.
0
y7'CK C��0�
munanm
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing(or annexed)Certificate(s)of KMAN
Notary(ies) Public is (are)Certified to be Correct. 11999
This Instrument was filed for Registration on this�� Day of
in the Book and Page shown on the First Page hereof. e` er
ROBERT J.ROBI1jSON Register of eeds
Deputy
14191