SW8970104_Historical File_20110907

AT JI; wql
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
September 7, 2011
W. Christopher Stephens, President
Landmark Developers, Inc.
5022 Wrightsville Avenue, Suite 102
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SW8 970104 Modification
t Magnolia Greens Master Plan:
t#w Density Subdivision Permit
Brunswick County
Dear Mr. Stephens:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Magnolia Greens Master Plan on May 13, 2011. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 970104 Modification, dated
September 7, 2011, for the construction of the subject project.
This permit shall be effective from the date of issuance until October 4, 2013 and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency permit
that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. �Jnless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact Chris
Baker at [phone].
Sinc rely,
For Coleen Sullins, Director
Division of Water Quality
GDS/csb: S:1WQSISTORMWATERIPERMiTS&PROJECTS12011\970104 HD12011 09 permit 970104
cc: Davis Fennell, P. E., Coastline Engineering, PLLC
Brunswick County Building Inspections
Brunswick County Engineering
Wilmington Regional Office
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 �T®��,�llrYa
Phone: [phone] FAX: [phone] Customer Service: 1-877�23�5/48 �6i�llt'al�lJ
Internet: www.ncwaterquality.org

State Stormwater Management Systems
Permit No. SW8 970104 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE 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
W. Christopher Stephens, Landmark Developers, Inc.
Magnolia Greens Master Plan
Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds and a low density subdivision with a
curb outlet system in compliance with the provisions of 15A NCAC 2H A 000 (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 Water Quality and
considered a part of this permit.
This modified permit shall be effective from the date of issuance until October 4, 2013 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data. Stormwater Management measures are 2 wet detention
ponds and a cuurb outlet system for the uncollected low density portions of the project.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The subdivision is permitted for a
total of 940 lots. The built -upon area permitted to date is: 267 single family lots @4,000 ft2 each,
and 7 lots @5,000 ft2 each, for Sections 1-9; 76 lots @3,500 ft2 each for Sections 11 & 12; 55
lots @4,000 ft2 each in Holly Glen; 94 lots @4,000 ftZ each and 6 lots @5,000 ft2 each for Tracts
E and O, under SW8 981008; 57 lots @6,000 ft2 each under SW8 991136; 133 lots @5,000 ft2
each and 68 lots @4,000 ft2 each under SW8 000220; 105 lots @5,000 ft2 each under SW8
020522; 24 lots in Section 19 @5,500 ft2 each under SW8 020527; and 27 lots in Fairway
Village @4,000 ft2 each under SW8 990628; Clubhouse @4.2 acres which drains to the pond
permitted under SW8 990628; the West Commercial Area permitted under SW8 980807 for 3.93
acres of built -upon area; the Fairway Village permitted for 11.69 acres under SW8 990628; and
Lanvale Townhomes permitted for 9.45 acres under SW8 990947. Future development includes
the East Commercial Area @10.57 acres; and Tract P @9.18 acres. Total proposed BUA is
202.40 acres.
DIVISION OF WATER QUALITY

State Stormwater Management Systems
Permit No. SW8 970104 Modification
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
PROJECT DATA SHEET
Magnolia Greens Master Plan
W8 970104 Modification
Brunswick County
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
5022 Wrightsville Avenue, Suite 102
Wilmington, NC 28403
Receiving Stream & Index No.:
Jackey's Creek (CFR 18-77-3)
Sturgeon Creek (CFR18-77-1)
Classification of Water Bodies:
both are "C Sw"
Pond Number:
POND 1
POND 5
Drainage Area, acres:
151.6
26.2
Pond Depth, feet:
7
7.5
Permanent Pool Elevation, FMSL:
18
17
Total Impervious Surfaces, ft2:
Lot BUA, ft2:
1,767,801
366,850
Roads/Parking, ft2:
845,084
453,902
209,299
119,920
Sidewalk, ft2:
121,100
28,919
Patio Homes I, ft2:
268,000
------
Maintenance Building, ft2:
8,712
SW8 991136, ft2:
79,715
------
Offsite Area entering Pond, ft :
none, per Engineer
Required Surface Area, ft :
68,309
9,864
Provided Surface Area, ft2:
82,200
11,137
Required Storage Volume, ft3:
160,046
32,269
Provided Storage Volume, ft3:
183,796
32,334
Temporary Storage Elevation, FMSL:
20.1
19.4
Controlling Orifice:
2 @4" T each
2" cp pipe
3. Approved plans and specifications for this project are incorporated by referencc and are
enforceable parts of the permit. The project must maintain
an overall density of 30% or less.
Currently, the overall density is 21 %.
3

State Stormwater Management Systems
Permit No. SW8 970104 Modification
4. The runoff from the curbed streets in the low density portions of this project are proposed to be
treated in curb outlet swales. Each swale as shown on the approved plans denoted with a
AWQ@, must be a minimum of 100, long, with a 5:1 or flatter side slope, a longitudinal slope
not more than 5%, and have a dense vegetated cover, and be able to carry the peak flow from a
10 year storm in a non -erosive manner.
5. The higher density portions of the project, such as multi -family areas, the clubhouse, parking
areas, or where a discrete collection system exists, are proposing to treat runoff in wet detention
ponds. The clubhouse drainage, 221,300 fe, is treated in the Fairway Villas Pond 1, permitted
under SW8 990628.
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales or curb outlet 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 prior to construction.
2. 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 Water Quality, and responsibility for meeting the
built -upon area limit is transferred to the individual property owner.
3. The uncollected portions of the low density subdivision are served by a Curb Outlet System_ The
swales are generally located between lots, and must be maintained with a stable, vegetated 5:1
sideslope, be a minimum of 100' long, have a longitudinal slope of 5% or less, maintain a dense,
vegetated cover, and be able to carry the peak flow from a 10 year storm in a non -erosive
manner.
4. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved plans,
including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b_ Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
5. The Director may determine that other revisions to the project should require a modification to
the permit.
6. 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.
7. The stormwater management system (ponds and curb outlet swale system) shall be constructed
in its entirety, vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
4

State Stormwater Management Systems
Permit No. SW8 970104 Modification
9. 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.
10. Decorative spray fountains will not be allowed in the stormwater treatment system.
11. 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.
12. Prior to transfer of ownership from the permittee to a third party such as an HOA, the stormwater
management systems must be inspected by DWQ personnel, and determined to be in compliance
with all permit conditions. Records of maintenance activities will be required_
13. The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. 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 of the pond and the swales.
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 structures, orifice devices, catch basins and
piping-
g. Access to the outlet structures and swales must be available at all times.
14. Records of maintenance activities must be kept and made available upon request to authorized
personnel of DWQ. The records will indicate the date, activity, name of person performing the
work and what actions were taken.
1.5. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
16. 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.
17. All runoff from the impervious surfaces of the clubhouse / pro shop area, including parking lots,
roads, buildings, and pool decks, must drain into the Golf Pond permitted under SW8 990628.
Pond #3, as shown on the Master Plan, is no longer a stormwater treatment pond.
18. Each curb outlet swale must be located in a recorded access/drainage easement.
19. A copy of the recorded deed restrictions for each section must be submitted to the Division
within 30 days of the date of recording the plat, and prior to selling lots in that section. The
recorded copy must bear the signature of the Permittee, the deed book number and page, and
stamp/signature of the Register of Deeds.
5

State Stormwater Management Systems
Permit No. SW8 970104 Modification
20. 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 the Project Data Sheet, per Section I, Part 2. The recorded
statements must follow the form:
a. The maximum built -upon area per lot in this section is *see below 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.
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, including the curb outlet
swales, may not take place without the concurrence of the State.
d. Each lot shall maintain a minimum of 30' of vegetated buffer between any impervious
surface on the lot and surface waters.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the event
of either a change of ownership, or a change of the name of the Permittee, a "Name/Ownership
Change Form" must be submitted to the Division of Water Quality accompanied by appropriate
documentation from the parties involved, such as a copy of the deed of trust. Other supporting
materials, such as a signed Operation and Maintenance plan in the case of engineered systems,
will also be required. The project must be in good standing with DWQ. The approval of this
request will be considered on its merits and may or may not be approved. The permittee is
responsible for compliance with all conditions until such time as the Director approves the
permit transfer.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
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. 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.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
R

State Stormwater Management Systems
Permit No. SW8 970104 Modification
7. The approved plan set consists of the September 18, 2001, revised Master Plan, Patio Home I
site plan with Pond 1 details, Pond 5 detail sheet, and the Clubhouse Site Plan. The permittee
will swap out the required plans and replace outdated sheets with the revised ones.
8. The permittee shall notify the Division of any changes in project name, ownership, or mailing
address.
Permit issued this the 7th day of September, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
O'E�
for 4Con . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970104 Modification
7

State Stormwater Management Systems
Permit No. SW8 970104 Modification
Magnolia Greens Master Plan Page 1 of 2
Stormwater Permit No. SW8 970104 Modification
Brunswick County
Designer's Certification
1, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans and
specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
8

State Stormwater Management Systems
Permit No. SW8 970104 Modification
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to
the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. 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.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
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 Inspector
6

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules:
(select all that apply)
19 Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M t Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fiorm may be photocopied far use as an original
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Maenolia Greens
2. Location of Project (street address):
NC HWY 17
City:Leland County:Brunswick Zip:28451
3. Directions to project (from nearest major intersection):
Located alone the north right-of-way on Hwy. 17 approximately 1000 feet northeast of the Hwy 17 and
Lanvale Road intersection.
4. Latitude:34° 1Y 40" N Longitude:780 01' 47" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 970104 , its issue date (if known)May 15, 2003 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offshe Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
Prop,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: Multiple Ex. Permits ac of Disturbed
Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Oriinal vermit issued in 19% number unknown Modification issued
MAY 18 2011
Form SWU-101 Version 07Jun2410 Page 1 of 6Y

11
IIL CONTACT INFORMATION
a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the prM9Ct):
Applicant/Organization:W. Christopher Stephens
Signing Official & Title:President
b. Contact information for person fisted in item 1a above:
Street Address:5022 Wrightsville Avenue, Suite 102
City:Wilmington State:NC Zip:28403
Mailing Address (if applicable):Same
City:
Phone: (910 ) 392 7201
Emafl:[e-mail]
State: Zip:
Fax: (_910 ) 799-1455
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:,
Statae:
Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax- (
MAY 13 2011
Email:
Form SWU-101 Version 07Jun2010 Page 2 of 7

4. Local jurisdiction for building permits: Town of Leland
Point of Contact:Pamela Ball
IV. PROJECT INFORMATION
Phone #: (910 ) 371-3754
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Overall proiect employs low density measures wherever possible Pockets of high density and other areas
unsuitable for low density will utilize engineered solutions like wet detentions ponds
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date-
® Other: Sw Permit SW8 90104 Date:1997
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with-
0 Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cie Fear River basin,
4. Total Property Area: 963.68 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Wafter Area (6) = Total Project
Area+• 963.68 acres
+ Total project area shall be calculated to exclude the followin : the normal pool of im nded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (Nl� line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or = line. The resultant project area :s used to
calculate overall percent built upon area (BLIAA). Non -coastal wetlands landward of the NHW (or MHKq line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 21.34 %
9. How many drainage areas does the project have?3 (For high density, count 1 for each proposed engineered
stormwater BMP. For Iow density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
RECEIVED
MAY 13 2011
BY.
Form SW-101 Version 07dun2010 Page 3 of 7

Basin Information
Drainage Area
LD
Drainage Area 1
Drainage Area 5
Drainage Area _
Receiving Stream Name
Jackeys
Creek/Sturg
eon Creek
Jackeys Creek
Sturgeon Creek
Stream Class *
C;Sw
C;Sw
C;Sw
Stream Index Number *
18-77-3/ 18-77-1
18-77-3
18-77-1
Total Drainage Area. (sf)
41,977,901
6,590,628
1,141,272
On -site Drainage Area (sf)
41,977,901
6,590,628
1,141,272
Off -site Drainage Area (sf)
0
0
0
Proposed Impervious Area** s
8,956,372
1,767,801
366,850
% Impervious Area** total
21.34
26.8
32.14
Impervious'* Surface Area
Drainage Area
LD
Dramage Area 1
Drainage Area 5
Drainage Area _
On -site Buildings/Lots (sf)
5,666,285
845,084
209,299
On -site Streets (sf)
2,032,074
453,902
119,920
On -site Parking (sf)
776,675
0
0
On -site Sidewalks (sf)
Inc. in Parking
121,100
28,919
Other on -site (sf)
481,338
347,715
8,712
Future (sf)
0
0
0
Off -site (sf)
0
0
0
Existing BUA*** (sf)
0
0
0
Total (sf):
8,956,372
1,767,801
366,850
* Stream Class and Index Number can be determined at: ht!g; portal.ncdenr.oM webfivq(ps/csu/clasffications
Imperious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewa lks, gravel areas, etc.
'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union Coanty: Contact DWQ Central Ofce staff to check if the project is located wi in a Three�ne�d & E
Endangered Species watershed that may be subject to more stringent stormwater requirements as 7er NCMRP2f1g06M"
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) form
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from http:/ /12ortaI.ncdenr.org/web/wq/ws/su/bmy-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/]M/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at hgp://portal.ncdenr.org/web/3M/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hft://portal.ncdenr.org/web/M/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants aEP
Form. (if required as per Part VII below) jeE'Lowea A40 04-RUF
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M 14-0 A4AJ
agreement(s) for each BMP.
Form SWU-101 Version 07Am2010 Page 4 of 7

10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 21H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ft://www.ggget4a.state.nc.us/CpMorations/­CSearch.Mx
4.
Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.mKheIR.orglvages/ gmftmRress-htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5.
A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6.
A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within Y2 mile of the site boundary, include the 1h
mile radius on the map.
7.
Sealed, signed and dated calculations.
8.
Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including.
Ira
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 14 1A.
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"41" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BNFs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRa. Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
1JA-*M'1VF 1T
RECEIVED
MAY 13 2011
BY
Form SWU-101 Version 07Jun2010
Page 5 of 7

VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
hft://portal.ncdenr.org/web/wA/ws/su/statesw/forms� docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
Protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VUL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:K Davis Fennell, PE
Consulting Firm: Coast Line BR&qgjp& PLLC
Mailing Address:2107 Laurel Oak Way
City:Leland
Phone: (910 ) 338-5006
Email:[e-mail]
State:NC Zip:28451
Fax: (910 ) 338-5202
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 24) . certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
I R]EC�;IV:l�
MAY 13 2011
BY:
Form SWU-101 Version 07Jun2010 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My conun ssion expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person Iisted in Contact
certify that the information included on this
that the project will be constructed in
and protective covenants - be d , a
applicable stormwA'
Sianature: oC
, item la) W. Christopher Stephens
lication form is, to the best of my knowledge, correct and
L the approved plans, that the required deed restrictions
proposed project complies with the requirements of the
I, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Dater
I. Vdov, E. u�I h e!tiJ �a Notary Public for the Statre_o_f'.� d I' CGN'D l� I1 �. . County of
BY jAnS W t ck , do hereby certify that W,_ChId s-69bgr ��,PrIe4n :!�_ personally appeared
before me this a day of 11 cknowledge the due cecution of the application for
a stormwater permit. Witness my hand and official seal,
E. GF� ••,�
Be: G., y!•i� SEAL
NOTARY I =
�' PUBLIC �
`�� My commission expires' PC�.etst�a ?i 2A ( 5
;�
cov•
ti,,�•cK �,• _
DECEIVED
MAY 13 2011
L.. -
Form SWU-101 Version 07Jun2010 Page 7 of 7

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 15, 2011
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
P. O. Box 4127
Wilmington, NC 28406-4127
Subject: Permit Extension, Session Laws 2009-406 and 2010-177
Stormwater Permit #SW8 970104
High Density — Magnolia Greens blaster Plan
Brunswick County
Dear Mr. Stephens:
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 143 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to three (3) years from its
current expiration date. On August 2, 2010, the Governor signed Session Law 2010-
177 which grants an extra year for a total of four (4) years extension.
Accordingly, Stormwater Permit # SW8 970104 which has already expired on October
4, 2009, is now in effect until October 4, 2013. Please resubmit the renewal application
and fee at least 180 days prior to October 4, 2013, which would be April 4, 2013. A
copy of the Renewal Application'can be obtained from the following website:
http://portal.ncdenr.org/web/Wq/Ws/su/statesw/f`orms—docs.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
\ �% -;
Georgette Scott
Stormwater Supervisor
Division of Water Quality
S:IWQSISTORMWATERIRENEWAL1SL2009-406 2010-1771970104.marl 1
cc: Wilmington Regional Office
Wilminotnn Reninnal Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One.1.
Phone: [phone] FAX: 910-350-M0 Customer Service: 1-877-623-6748 Nor u1Caraolina
Internet www.ncwaterquality.org Naturally
atura ly
An Equal Opportunity 1 Affinnalive Action Employer �

C plete
e�
Project Name: 5
Project Location:
Checklist
Rule(s) 02008 Coastal 01995 Coastal ®Phase II (WiRO )
Received Date:
Accepted Date:
®Universal
s/1
El1988 Coastal
Type of Permit: New or Mod or PR Existing Permit #.(Mod or PR): a-101®y �PE Cert on File?
D� ity: or LD Type: C mrnercia Xor esidential ®NCG:
%: OR?)� Stream Class: ,�SA Map®-1Offsite to SW8
Subdivided?: Subdivision or Sine Lot I�pORW Map t IExempt
Paperwork
F—]Supplement(s) (1 original per BMP) BMP Type(s):
FiO&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
.� ®Application with correct/original signatures X 6im% LV— J&^Q"'f �A E �d"DrgKK i e(
®Corp or LLC: Sig. Auth. per SoS or letter Dote to Reviewer:
505 (within 6mo) E57C� 5zertdl~ s/19/0.
®Soils Report with SHWT 2 r� rqF6-fee /������ �E ON �'( P�
❑Calculations (signed/sealed) 15W-7. N� V- N %S 4k--.,, B 07
[]No obvious errors I'�--
QK'
]`
Density includes common areas, etc 5U111+N1A'Rao
Deed Restrictions, if subdivided: W M-1
Signed & Notarized LowmS Tv ,
Plans
1�2 Sets F1Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
11 Grading 17Wetlands: Delineated or No Wetlands
Vicinity Map ®Layout (proposed BUA dimensions)
11 Legend ®DA Maps ®Project Boundaries
Infiltration
Soils Re
SHWT:
Additional Information:
Permitted
BUA (sf)
OA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Wet Pond
Offsite
Soils Report ®PE Cert for Master
SHWT: ®Deed Rest fo aster
PP' BUA Permit (Master):
BUA P osed (Offsite):
P
S
54SZ',-Tc-)
♦ O.
ip av le}
Lot #:
Lot # Matches Master
sf
sf

0 COAST LINE,
E N G I N E E R I N Gn
2107 Laurel Oak Way Leland, NC 28451
office: (910).338-5006 fax: [phone]
Transmittal
To:
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
I Division of Water Quality
WCD MAY 13 2011
Date: May 13, 2011
File: 3000-303 "36"
Subject: Magnolia Greens
Stormwater Master Plan
SW8 970104 MOD
❑ As Requested ❑ For Your Files ❑ For Distribution ❑ For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
2
Original + Copy - Application
2
Original + Copy — Low Density Supplement
1
Application Fee - $505.00
2
Project Design Narrative
2
Portion of USGS Quad Map identifying site location
2
Storm Water Master Plan
2
Corporate Documentation for Applicant
REMARKS Submitted for review and approval. Please contact this office should you require any additional
information.
CC:
7RECEI D
MAY 18 2011
Y:
Coast
Signed: /711-V 4 z
K. Davis Fennell, PE
Received By:
Date:
PLLC
trans-ncdenr-13may11.doc

Drainage Design Narrative
For
Magnolia Greens
Brunswick County, North Carolina.
SW8 970104
Prepared for
Landmark Developers
5022 Wrightsville Ave. Suite 102
Wilmington, North Carolina 28403
[phone]
Date: May, 2011
i31V
F ( SEAL
024908
�- ��'�nuufi
l S F� .
'''�ia. Prepared by
'
Coast Line Engineering, PLLC
2107 Laurel Oak Way
Leland, North Carolina 28451 -
[phone]
MA`S 13 za

DESIGN NARRATIVE
L GENERAL:
Stormwater project SW8 970104 is the master plan and permit that covers all of Magnolia
Greens. The project has been ongoing since 1997 and is, for the most part, built. The project site
is located along the northeast right-of-way on NC Hwy 17, within Brunswick County, North
Carolina. Magnolia Greens is a low density stormwater project overall, but includes several
engineered stormwater treatment measures to treat the runoff from pockets of higher density and
to treat runoff collected in piped collection systems. Many of the engineered systems have
separate permits, but are included in the master plan to demonstrate that, as a whole, the project
remains in accordance with low density requirements.
2. EXISTING SITE:
Site topography in the area is relatively flat with slopes typically less than one (1) percent.
Vegetation consists primarily of grasses and minor ground cover within the area of the
improvements. Subsurface soils are typically a mixture of sand with a few clayey areas. Because
of the in -situ soils, a runoff coefficient of 0.20 has been used for unimproved areas in calculating
runoff.
3. PROPOSED IMPROVEMENTS:
The intent of this permit modification is to update the tracking chart on the master plan to ensure
consistency with the individual permits incorporated therein. The changes to the tracking chart
for sections holding individual permits is noted on the face of the plan.
It is also the intent of this modification to add 3,215 SF of impervious to the master plan to cover
improvements to the golf course driving range. The applicant proposes to construct a 30'x50'
(1,500 SF) building for instruction during inclement weather. The applicant also proposes to
install an 8 foot wide concrete tee pad along the width of the driving range, or about 1,715 SF.
These improvements lie on the driving range in the center of the golf course. No runoff from
these areas is collected, and no runoff drains to a collection system for an engineered BMP. As a
low density project, the collection and treatment of runoff from these improvements is not
required.

North Carolina Secretary of State
Page 1 of 2
North Carolina
Elaine F Marshall DEPARTMENTOF THE
Secretary SECRETARY OF STATE
9
�► � ; ::
RC Box 29622 Raleigh, NC 27626 22 019007 2=
Date: 5/11/2011
Click here to:
View Document Filings I Sign Up for E-Notifications I
J Print apre-populated Annual Report Form I File an Annual Report I
Corporation Name:
Name Name Type
NC LANDMARK LEGAL
DEVELOPERS, INC.
NC GPS, INC. PREV LEGAL
Business Corporation Information
SOSID:
0297295
Status:
Current -Active
Effective Date:
12/6/1991
Dissolution Date:
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
STEPHENS, B REX
Office Address:
5022 WRIGHTSVILLE AVE
WILMINGTON NC 28403
Mailing Address:
5022 WRIGHTSVILLE AVE
WILMINGTON NC 28403
Principal Office
Office Address:
5022 WRIGHTSVILLE AVE
WILMINGTON NC 28403-7044
Mailing Address: P O BOX 4127
WILMINGTON NC 28406
Title: PRESIDENT
Name: W STEPHENS
Business Address: P O BOX 4127
WILMINGTON NC 28406
Titre: SECRETARY
Name: B STEPHENS
Business Address: P O BOX 4127
WILMINGTON NC 28406
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4951848 5/11 /2011

F
North CaroUm Secretary of State
Page 2 of 2
Title:
Name:
Business Address:
Stock
VICE PRESIDENT
KEVIN MCCARTHY
P O BOX 4127
WILMINGTON NC 28406
Class Shares No Par Value Par Value
COMMON 1000000 1
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3411
http://www.secretary.state.nc.us/corpora.lions/Corp.aspx?PitemId=4951848 5/11/2011

kma
.. .• I �- ,ter
r 4 14,4

Apr
12 04 10:05a LANDMARK
9103500610
LANDMARK DEVELOPERS INC.
5022 WRIGHTSVILLE AVE.
'O SOX 4127
■•��
GTON, NC 28406
?10-39
310-392-72Q1
D �
)10-350-0610 FAX
APR 13
To:
Gary Beecher, DWQ
From:
Chris Stephens
Fam
350-2004
Pages:
1
Phone:
Date:
411212004
Re:
Magnolia Greens
CC:
❑ Urgent ❑ For Review ❑ Please Comment ❑ F.Y.I. ❑ Please Recycle
Gary: MAGNOLIA GREENS MARCH 26, 2004 INSPECTION
We received your 3126/04 inspection report for pond #1 @ Magnolia Greens. I waited a week
or so to respond to be able to give you more a more definite schedule on the noted items.
We are 99% complete on a new trash rack we are constructing. We have developed a new
trash rack design that works much better than a flat rack and it is so much more visible to
maintenance crews.
This should be installed this week.
Since last year the homeowners association has had a pond contractor' maintaining
common area storm ponds for the association. This trade seems to be an emerging
business but to be quite honest, I have yet to see anything that impresses me. I personally
think better landscape maintenance companies are more qualified. Case in point, the
contractor on pond #1 late last fall cut the grass on the pond to the root! As it is spring, some
of it is coming back, but I expect there will need to be some re -grassing to make it fully
vegetated like it was. We are watching this close as the association gets experience with
this. We won't let them get into any stability issues.
We had the pond contractor unclog the orifice. I was told it must of just happened because it
had just been checked.
Thanks... if you have questions feel free to call me.
Chris Stephens
�4

Michael F. Easley, Governor
William G. Ross Jr. Secretary
North Carolina Department of Environment and Natural 14esources
Alan W. Klimek P.E.,Director
Division of�VVater Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 26, 2004
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
Wilmington, NC 28406-4127
NOTICE OF INSPECTION:
Magnolia Greens Master Plan
Stormwater Project No. SW8 970104
Brunswick County
Dear Mr. Stephens:
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report". The report summarizes the findings of a recent inspection of the
project's stormwater controls conducted on March 24, 2004 to determine compliance
with Stormwater Permit Number SW8 970104 "Mod" issued on May 8, 2003.
A summary of the findings and comments are noted under Section 4 of the report.
Please inform this Office in writing before April 26, 2004 of the specific actions that will
be undertaken and the time frame required to correct the deficiencies. Failure to provide
the requested information, when required, may initiate enforcement action. If you have
any questions please contact me at the Wilmington Regional Office, telephone number
[phone].
Sincerely,
Gary Beecher
Environmental Technician
RSS/ghb: S:1WQSISTORMWATIINSPECT1970104
cc: Wilmington Regional Office
Gary Beecher
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]

STORMWATER COMPLIANCE INSPECTION REPORT
1.
9
Project Name: Magnolia greens
Project Number: 970104 Control Measure: Wet Ponds
Water Body: Jackeys Creek Classification: "C SW19
Directions to site: Hwy 17 South of Wilmington
Inspection Date:
Weather Conditions
3. Compliance Issues:
March 24, 2004
Warm and Dry
Y N
❑ ❑ The drainage area (including offsite) and built -upon area to the permitted
system are per the approved plan. No unpermitted offsite drainage enters
the system.
❑ ❑ All the built -upon area associated with the project is graded such that the
runoff drains to the system.
❑ ❑ For ponds/infiltration, the outlet/bypass structure relative elevations are
per the approved plan. (Must be verified via as -built survey if in question).
❑ ❑ The inlets and outlet structure are located per the approved plans and do
not cause short-circuiting.
❑ X A trash rack is provided over the outlet weir and orifice.
❑ ® All slopes are grassed with permanent vegetation and are not eroding.
❑ ❑ Vegetated slopes are no steeper than 3:1.
❑ ❑ The approximate amount of permitted surface area has been provided.
(Must be verified via as -built survey or designer's certification.)
❑ ❑ 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 a vegetated shelf,
and a forebay.
❑ ❑ The designer's certification has been submitted.
❑ ❑ The required deed restrictions are correctly recorded and submitted.
❑ ❑ The number of lots or outparcels is per the permitted amount.
❑ ❑ The built -upon area on the lots or outparcels does not appear to exceed
the maximum amount (must be verified via as -built survey if in question)
❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and
have dense vegetated cover.
❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the
approved plan.
❑ X Required maintenance is being performed.
❑ ❑ Outparcels have their own offsite permit.
❑ ❑ For low density projects, roadside swales are 3:1, vegetated and stable.
❑ 0 For low density projects, there are no unpermitted pipes on the project.

4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) Pond #1 is missing a trash rack. The trash racks are vital in keeping debris and
trash from entering the outlet structure. More grass must also be added to the
pond slopes in pond #1.
{b1 It appears that the orifice in Pond #1 is clogged. The pond orifice must be
checked periodically to reassurethat it is not clogged. A clogged orifice can
lead to a slope blow-out. Please clear debris and trash from the orifice.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office/[phone] Ext 222
RSS/ghb: S:IWQSISTORMWATIINSPECT1970104.Mar04