SW8000220_Historical File_20041012

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 12, 2004
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
5622 Wrightsville Avenue, Suite 102
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8 000220 Modification
The Lakes @ Magnolia Greens
High Density Subdivision Project
Brunswick County
Dear Mr. Stephens:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
The Lakes @ Magnolia Greens on October 7, 2004. 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 000220 Modification, dated October 12,
2004, for the construction of the project, The Lakes @ Magnolia Greens.
This permit shall be effective from the date of issuance until October 12, 2014, and shall be subject to
the conditions and lit=rtitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the Mormwater management system will result in future compliance problems.
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 requestt,must be in the form of a written petition, conforming to Chapter 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. ^Drawer 27447,
Raleigh, NC 27611-7447. Unless 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
Rhonda Hall, or me at [phone].
Sincerely,
C�Zt✓
Rick Shiver
Regional Supervisor.'
Surface Water Proteetion Section
RSS/rbh: S:\WQS\STORMWAT\PERMIT\000220_Mod.oct04
cc: Comet- Lyons, Cape Fear Engineering, Inc.
Brunswick County Inspections
Rhonda Hall
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] ' Internet. h2o.enr.state.nc.us re,
Caroha
i+Torth
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110%Post Consumer Paper Aattrra!!r�

State Stormwater Management Systems
Permit No. SW8 000220 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.
The Lakes @ Magnolia Greens
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (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 permit shall) be effective from the date of issuance until October 12, 2014 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for 232 lots, each allowed a maximum amount of built -upon area. Lots
1A, 1 through 72 and 5-69 through 5-110 are limited to 5,000 square feet of built -
upon area. Lots 5-1 through 5-68, 6-1 through 6-25 and 73 through 96 are
limited td!4,000 square feet of built -upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The detention pond is designed to store up to 8" of runoff without discharging.
Offsite subdivisions permitted under SW8 020522, SW8 970104, and SW8
990628 are included in the drainange area of this pond.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 000220 Modification
6. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
n
Drainage Arga, acres:
170.15
Onsite, ft :
6,471,274
Offsite — SW8 020522, ft2:
118,483
Offsite — SW8 970104ft2:
6ffsite — SW8 990628: ft2:
334,105
487,872
b.
Total Impervious Surfaces, ft2:
2,027,527
232Lots, ft2:
1,043,000
Roads/Parking, ft2:
497,335
Sidewalk, ft2:
103,741
Offsite — SW8 020522, ft2:
58,560
Offsite — SW8 970104, ft2:
84,735
Offsite — SW8 990628, ft2:
240,156
c.
Pond Depth, feet:
4
d.
TS:� removal efficiency:
90%
e.
Desfign Storm:
8"
f.
Permanent Pool Elevation, FMSL:
21.0
g.
PerHtted Surface Area @PP, ft2:
599,882 n► Permanent Pool
h.
Permitted 8" Storage Volume, ft3:
1,619,578
i.
Storage Elevation, FMSL:
23.5
j.
Controlling Orifice:
n/a (non -discharging system)
k.
Perf'nanent Pool Volume, ft3:
2,182,873
I.
Forebay Volume, ft3:
n/a (non -discharging system)
m.
Maximum Fountain Horsepower:
3
n.
Receiving Stream / River Basin:
Jackeys Creek/Cape Fear
o.
Streram Index Number:
18-77-3
p.
Classification of Water Body:
"C;Sw"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval'from the Division.
r.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entirelot, including driveways and sidewalks, does not exceed the allowable
built-uport 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 000220 Modification
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modificaf4on 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, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
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
specifiedjn 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 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.
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. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning'and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 000220 Modification,
as .issued by the Division of Water Quality under NCAC 2H.1000.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 000220 Modification
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
pl,tice without the concurrence of the Division of Water Quality.
Lots 1A, 1 through 72 and 5-69 through 5-110 are limited to a maximum of
5,000 square feet of built -upon area. Lots 5-1 through 5-68, 6-1 through
6-25 and 73 through 96 are limited to 4,000 square feet of built -upon area.
This allotted amount includes any built -upon area constructed within the
loft property boundaries, and that portion of the right-of-way between the
frdnt lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
st►bet, grading the lot to drain toward the street, or grading perimeter
sWales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to. the following criteria:
a. Thedountain must draw its water from less than 2' below the permanent
pool- surface.
b. 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.
c. Th0failing water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 3 horsepower.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 000220 Modification
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not: in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
J
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
pipipg.
g. Accoss to all components of the system must be available at all times.
f:
17. 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.
18. 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.
19. 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.
i
III. GENERAL GGNDITI®NS
1. This permit is not transferable to any person or entity except after notice to and
approval ..by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change 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.
This may -include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. 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.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. 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.
4. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 000220 Modification
5. 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.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of of request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The perm ittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 12th day of October, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan w. KlimeK, F'.t., Director
Division. -of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000220 Modification
Page 7 of 9

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
Landmark Developers, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
W. Christopher Stephens, President
3. Mailing Address for person listed in item 2 above:
5022 Wrightsville Ave. Suite 102
City: Wilmington State: NC Zip: 28403
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Phase VI /The Lakes at Magnolia Greens
5. Location of Project (street address):
NC Highway 17
City: Leland County:
6. Directions to project (from nearest major intersection):
Brunswick
Located along the north right-of-way on Highway 17 approximately 1000 ft Northeast of the Highway 17
and Lanvale Road intersection.
7. Latitude: 34-12-40
Longitude: 78-01-47 of project
8. Contact person who can answer questions about the project:
Name: Chris Stephens Telephone Number:
H. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal
[phone]
X Modification
Form: SWU-101 Version 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 000220 Mod. And its issue date (if known) May 16, 2003
3. Specify the type of project (check one):
Low Density X 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.
Stormwater will be collected via curb and gutter collection systems and will be piped to an existing non -
discharge pond. The non -discharge also accepts runoff from adjoining projects within Magnolia Greens as an off -site
treatment facility.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 148.56 Acres 4. Project Built Upon Area: 26-6"/o %
5. How many drainage basins does the project have? 1
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.
Bassin Information
Svc Sheet 2A
Receiving Stream Name
Receiving Stream Class
Drainage Area
Existing hn ervious* Area
Proposed Impervious* Area
% Impervious* Area total
Impervious* Surface Area
See Sheet 2A
On -site Buildings
On -site Streets
On -site Parkin
On -site Sidewalks
Other on -site
Off site
Total:
Total:
llrtpuf VLVUJ ureu rw ueytrim as wte outtt upon area inctuatng, out not tamtted to, buildings, roads, 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 an
additional sheet with the information for each basin provided in the same format as below.
Basin Information
On 5it:e (The takes)
Glendale (Permit Fe -Min) 61a
Receiving Stream Name
Jackey5 Creek
Jackey5 Creek
Receiving Stream Class
C-5W
C-5W
Drainage Basin Area
145. 5G AC
2.72 AC
Existing Impervious* Area
0 AC
0 AC
Proposed Impervious* Area
37.74 AC
1.34 AC
% Impervious* Area (total)
25.41 %
49.27 %
S�
Impenzous* Surface Aaeea
On-5te Fhe Lakes)
Glendale (Permit Pendin .) c�
On -site Buildings
1,043,000 5F (23.94 AC)
15,000 5F (0.34 AC)
On -site Streets
497,335 SF (1 1.42 AC)
3G,155 5F (0.83 AC)
On -site Parking
0 5F
0 5F
On -site Sidewalks
103,74 1 5F (2.38 AC)
7,405 5F (0. 17 AC)
Other on -site
0 5F
0 5F
Off site
0 5F
0 5F
Total:
1 ,G44,07G 5F (37.74 AC)
E= 585GO 5F (1.34 AC)
Basin Information
Holy Glen (5W8 970 f 04)
Fairway Village (50$ 990628)
Receiving Stream Name
Jackey5 Creek
Jackey5 Creek
Receiving Stream Class
C-5W
C-5W
Drainage Basin Area
7.G7 AC
1 1.20 AC
Existing Impervious* Area
0 AC
0 AC
Proposed Impervious* Area
1.94 AC
5.5 1 AC
% Impervious* Area (total)
25. 29 %
49.20
Impervious* Surface Area
Holly Glen (5W8 970104)
Fairway Village (5W8 99OG28)
On -site Buildings
59,000 5F (1.35 AC)
183,354 5F (4.21 AC)
On -site Streets
20,05G 5F (0.4G AC)
50,547 5F (I. I G AC)
On -site Parking
0 5F
0 5F
On -site Sidewalks
5,679 5F (0. 13 AC)
6,255 5F (0. 14 AC)
Other on -site
0 5F
0 5F
Off site
0 5F
0 5F
Total:
84,735 5F (1.94 AC)
E= 240, 15G 5F (5.51 AC)
Basin Information
Non-Q6cha a Pond -Total
Receiving Stream Name
Jackey5 Creek
Receiving Stream Class
C-5W
Drainage Basin Area
170.15 AC
Existing Impervious* Area
0 AC
Proposed Impervious* Area
4G.53 AC
% Impervious* Area (total)
27.35 %
Impervious* Surface Area
Mon-Dt5char Pond -Total
On -site Buildings
1,043,000 5F (23.94 AC)
On -site Streets
497,335 5F (1 1.42 AC)
On -site Parking
0 5F
On -site Sidewalks
103,74; 5F (2.3$ AC)
Other on -site
0 5F
Off site
383,451 5F (8.50 AC)
Total:
E= 2,027,527 5F (4G.54 AC)
E_
Page 2A of 4 RECEIVED
OCT MN
BY-
�S_�
5 '2�

7. How was the off -site impervious area listed above derived? From design plans for adjoining projects -
See sheet 2A for impervious breakdown.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for aii
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than *** square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess area of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runojffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
*** 5,000sffor Lots IA, I through 72 and 5-69 through 5-110
4,000sffor Lots 5-1 through 5-68, 6-I through 6-25 and 73 through 96
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, 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 State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form: SWU-101 Version 3.99 Page 3 of

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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment /management
• Two copies of plans and specifications, including:
-Development/Project name
-Engineer and firm
-Legend
-North Arrow
-Scale
-Revision number & date
-Mean high water line
-Dimensioned property / project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on you
behalf, please complete this section:
Designated agent (individual or firm): Cape Fear Engineering, Inc.
Mailing Address: 151 Poole Road, Suite 100
City: Belville State: NC
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
Zip: 28451
I, (print or type name ofperson listed in General Information, item 2) W. Christopher Stephens
certify that the information included on this permit application form is, to the best of my imowledge, correct and
that the project will be cons ct d in confiymance with the approved plans, that the required deed restrictions
AT
and protective co�''enants Y111ie a and that the proposed project complies with the requirements of 15A
NCAC 211.10001'� f /�
Signature:
Date: P / 0 1
Form: SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
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 : The Lakes/Phase VI at Macinoba Greens
Contact Person : Chris Stephens Phone Number: [phone]
Number of Lots: 232 " Allowable Built Upon Area Per Lot*: **
** Lots 1A, 1 thru 72 and 5-6�t�hru �5-10@ 5,000 sf; 5�1�m5-6�8,6-1�duu6-25 and 73- 6 @ 4,000 sf
*If lot sizes arc 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.
e 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.
Form: SWU-104 Rev 3.99 Page 1 of 2

Calculation:
(SA x DF) - RA - OA = BUA
No. Lots Lots
0 45.5G ac. x 0.30) — 1 141 ac — 2.35 = 0. 133 ac. per lot
232
5,775 5F/LOT
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 anagent on the Stormwater
Management Permit Application Form, the agent may initial below.
Lls
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided by DWQ within 30 days of
platting and prior to sale of any lots.
C. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[I 5A NCAC 2H .1007(2)(b))
Form: SWU-104 Rev 3.99 Page 2 of 2

Permit No. �`-�q C. wv"-
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural -lieseu"ees
Division of Water Quality
STORMWATER IN4ANAGEMEN 1 PE'RMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement
for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: The. Lakes at Magnolia Greens
Contact Person: Chris Stephens Phone Number: [phone]
For project with multiple basins, specify which basin this worksheet applies to: Non -Discharge Pond
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAJDA'
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
17.0
ft.
(floor of the basin)
21.0
ft.
(elevation of the orifice)
23.5
ft.
(elevation of the discharge structure overflow)
599,882
sq. ft.
(water surface area at the orifice elevation)
170. 15
ac.
(on -site and off -site drainage to the basin)
4G.53
ac.
(on -site and off -site drainage to the basin)
2,152,573
cu. ft.
(combined volume of main basin and forebay)
1,G 19,578
cu. ft.
(volume detained above the permanent pool)
N/A
cu. ft.
(approximately 20% of total volume)
2.4G
(surface area to drainage area ratio from DWQ table)
N/A
in.
(2 to .i day temporary pool draw -down required)
8
in.
90
%
(minimum 85% required)
Form: SVM-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SAIDA tables, the correct SA/DA ratio for permanent pool sizing should be comtiuted based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In. the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section:
15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
_ a.
* b.
C.
* d.
e.
.The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event. .
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
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.
A mechanism is specified which will drain the basin for maintenance or an emergency.
* Non -discharge pond -these items are not required. -p )p rVerA13Lz poM
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does does jn�� incorporate a vegetated filter at the outlet.
This system (check one) 0does does incorporate pretreatment other than a forebay.
Form: SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
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 3.00 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads N/A feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Permanent Pool Elevation = 2 1.0
Sediment Removal Ele tion = N/A 75% L,30tt-i-n
ent Removal Elevation = 18.0 75%
---------------------------------_--------- -Bottom Elevation = N/A25% Elevation = 17.0 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
Form: SWU-102 Rev 3.99 Page 3 of 4

1. 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 jnhlems Smith the sVst
changes to the system or responsible party.
Print name: W. Christopher Stephens
Title: President
Address: 5022 Wrightsville
Phone: [phone]
Signature:
Date: `7— ! — -zeoz
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, V- "S---Po,a Notary Public for the State of I�
County of Ntt.,O Y- ,do hereby certify that Uj
personally appeared before me this 1 `= day of �— _ ,and acknowledge the due
execution of the foregoing wet detention basin maintenance rdquirements. Witness my hand and official seal,
e�`aova rr�0oo
�-V f y S. 'P sso
• rn
S� �VjJC
••
P♦SI�� �0 ;Si��,�
SEAL
My commission expires � dQ- 9, 26o(O
Form: SWU-102 Rev 3.99 Page 4 of 4

CAPE FEAR
'SV' Engineering, Inc.
151 Poole Road, sots 10o O C T 0 7 2004
BeNBle, NC 28451
TEL [phone]
FAX [phone]
www.capefearen_qineerin_q.com
To:
NCDENR —Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Ms. Rhonda Hall
Transmittal
Date: 10-07-04
File: 230-45
Subject: j Magnolia Greens
The Lakes / Phase VI —
Stormwater Submittal
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
REMARKS Ms. Hall:
To complete this application for permit, I have attached the enclosed document and copy revised for
date. Thank you for your time in this matter and, as always, let me know if you require anything further.
Comer
P:V30Q3045XAdminkSTORMWTR\Trans_DENR_StormW 10-07-04.doc

CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Bek9le, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
NCDENR —Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Ms. Rhonda Hall
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
RECEIVED
OCT 0 " ?04
BY:
Transmittal
Date: 10-05-04
File: 230-45
Subject: Magnolia Greens
The Lakes / Phase VI —
Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
2
Stormwater permit app Page 2A of 4 revised accordingly
2
Stormwater permit app Page 3 of 4 revised to show Max. BUA for given lots
2
Wet Pond Data Sheet 1 of 2 revised accordingly
2
Wet Pond Data Sheet 2 of 2 revised accordingly
2
Wet Detention Basin Supplement Page 1 of 4 revised accordingly
REMARKS Ms. Hall: after making the necessary corrections to impervious areas on the pages we discussed,
I found it necessary to show corresponding changes on the Wet Det. Basin Supplement page 1, also. For
this reason, I have enclosed this page as well. Please let me know if you require any further info to
permit The Lakes / Phase VI at Magnolia Greens (SW8 000220 MOD). Thank you for your time,
Comer
CC: file
Cape Fear Engineering, .
Signed ��
Comer
P:12301230-451AdminISTORMWTRITrans DENR StormW 10-05-04.doc

Stormwater
Design Narrative and Calculations
For
Phase VI / The Lakes
at
Magnolia Greens Plantation
Brunswick County, North Carolina
Prepared for:
Landmark Developers
5022 Wrightsville Ave. Suite 102
Wilmington, North Carolina 28403
[phone]
Date: October, 2004
Prepared by:
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]

DESIGN NARRATIVE
1. GENERAL:
The project site is located within the Magnolia Greens Plantation which is situated along the
northeast right-of-way on NC Hwy 17 approximately 1000 feet northeast from the intersection of
Hwy 17 and Lanvale Road, within Brunswick County, North Carolina. The site is located on the
east side of Grandiflora Drive between Pine Harvest Drive, Cornerstone Drive and golf holes 1
and 2 on the new golf course. The project area consists of approximately 170 acres within the
Magnolia Greens Plantation subdivision, all of which will be disturbed. Drainage considerations
are to be in accordance with DEM stormwater requirements.
The intent of this project is to develop single family housing. This project will also include the
installation of utilities and a stormwater drainage system to a proposed non -discharge pond.
This permit modification reflects the increase in project area resulting from proposed
development of Phase VI. Lying to the west of Glendale at Magnolia Greens (and shown on the
accompanying plan), the additional 10.3 Acres of yards, single-family home sites, streets and
sidewalks will drain via curb, gutter and storm -drain to the existing non -discharge pond and be
adequately treated therein.
In addition to the Phase VI acreage, a slight revision to the 18 lot parcel on the northern end of
The Lakes at Magnolia Greens, immediately west and adjacent to the 200' double transmission
easement is included with this modification. Although no additional land is considered with this
change, another 6 lots (for a total of 24) within this area have been added. This reconfiguration
has resulted in a slight increase in the amount of streets and sidewalks and all additional
impervious areas are accounted for in this application.
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 sands, silty sands and organics.
3. PROPOSED IMTROVEMENTS:
Improvements proposed include the construction of roads, utilities, and drainage considerations,
(see plans). Drainage considerations include the construction of a twelve acre non -discharge
pond. These improvements will support the proposed residential development.
4. DRAINAGE CONSIDERATIONS:

Drainage on the site will sheet flow to curb inlets within roadway areas. Proposed roads are to be
cut 1 to 1.5 feet below existing grade to insure that all lots will drain to the street. Stormwater
will there be collected in separate curb and gutter collection systems. From there, the drainage
will be piped to the proposed non -discharge pond at multiple locations, each ending in a flared
end section with rip rap. The proposed non -discharge pond will have a depth of approximately
four feet and is designed to retain a twenty-five year storm event with no discharge.
In addition to the non -discharge pond being able to contain a twenty-five year event, a
stormwater pump station will also drain down the pond to provide golf course irrigation needs.
Irrigation water pumped from this pond will be aggressively filtered to prevent suspended solids
from clogging the tiny nozzles of the irrigation spray heads.
The pond surface elevation was determined to be twenty-one feet during the wet season.
Attached pond routing demonstrates that the twenty-five year storage elevation to be 21.55 which
is below the emergency overflow outlet elevation of 23.5. Therefore no discharge will be
released during a twenty-five year storm event. Additional calculations are provided to
substantiate that the pond will not discharge even in the 100 year storm event. The maximum
flood stage in the 100 year event is calculated to be 21.62, yielding over l .75 feet of freeboard in
the pond in the 100 year storm. Pond storage can be increased in the future by means of raising
the elevation of the opening emergency spillway.
Calculations are also attached showing the containment of an 8-in storm event with no discharge.
These calculations were done using the Simple Method by Schueler.
5. EROSION CONTROL CONSIDERATIONS:
The proposed non -discharge pond will provide adequate sediment storage for the installation of
the proposed collection system. Inlet protection is to be installed once the inlets of the drainage
piping system have been constructed to reduce the amount of sediment released into the non -
discharge pond.
Erosion Control Measures and Sequence:
a. Temporary construction entrance.
b. Temporary sediment basins (non -discharge pond).
c. Energy dissipaters at the pipes into the non -discharge pond.
d. Temporary inlet sediment protection at storm drain inlets.
e. Temporary seeding should construction be halted for the specified time limit (refer to
specifications)
f. Remove all temporary erosion control measures once installation of utilities and paving
have been completed and a good vegetative ground cover has been established.

6. MAINTENANCE CONSIDERATIONS:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant rain event. Any measure found not performing its intended
function should be repaired immediately. Upon completion of construction and establishment of
permanent ground cover, the Owner shall be responsible for maintenance on the project site.

Storrnwater Calculations

WET POND DATA SHEET
THE LAKES AT MAGNOLIA GREENS
NON -DISCHARGE POND
Drainage Area (Ad) On -Site= 148.5G ACRES
Impervious Area (At) On -site:
BUILDINGS: 23.94 ACRES
ROADS: 1 1.42 ACRES
SIDEWALKS: 2.35 ACRES
TOTAL: 37.74 ACRES
Drainage Area (Ad) Glendale= 2.72 ACRES
Impervious Area (At) Glendale:
BUILDINGS: 0.34 ACRES
ROADS: 0.53 ACRES
SIDEWALKS: 0. 17 ACRES
TOTAL: 1.34 ACRES
Drainage Area (Ad) Holly Glen= 7.G7 ACRES
Impervious Area (Ai) Holly Glen:
BUILDINGS: 1.35 ACRES
ROADS: 0.4G ACRES
SIDEWALKS: 0. 13 ACRES
TOTAL: 1.94 ACRES
Drainage Area (Ad) Fairway= 1 1.2 ACRES
Impervious Area (Ai) Fairway:
BUILDINGS: 4.21 ACRES
ROAD5: I. I G ACRES
SIDEWALKS: 0. 14 ACRES
TOTAL: 5.51 ACRES
Drainage Area (Ad) TOTAL=
Impervious Area (Ai) TOTAL:
BUILDINGS:
ROADS:
SIDEWALKS:
T OTAL:
I = Ai/Ad = 27.35%
170.15 ACRES
29.84 ACRES
13.87 ACRES
2.82 ACRES
4G.53 ACRES
POND# I SHALL BE 4' DEEP AND DESIGNED TO REMOVE 90% T55.
5A/DA= 2.4000%
NON-015CHARGE DATA 5HEET
PAGE I OF 2
RFVI5ED: OCTOHER 2004

REQUIRED SURFACE AREA AT PERMANENT POOL:
5AUQ.= 4. 185G9 AC. = 152329 5F
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 21)= G98;579 5P
5A PROV'D= G98579 > 182328.GG =5A REQ'D OK
.................................................................................................................................
MINIMUM REQUIRED VOLUME (51MPLE METHOD BY TOM 5CHUELER):
Rv=0.05+0.009*(I)
Rv= 0.29G 118
VOLUME= 8"*Rv*Ad = 33.589G7 AC -FT
1 ,4G3, I GG FT ^ 3
VOLUME PROVIDED AT TEMPORARY POOL:
INCREM. TOTAL
5A (SF)
VOL. (CF) VOL. (CF)
21.00
599,882
0 0
22.00
G37,925
G 18,904 G 18,904
23.00
G7G,089
G57,007 1 ,275,91 1
23.50
G98,579
343,GG71 I ,G 19,578
**5TORAGE VOLUME MORE THAN ADEQUATE"
PERMANENT POOL VOLUME:
INCREM.
TOTAL
Ej—
SA (5F)
VOL, (CF
VOL. (CF)
17.00
493,245
0
0
18.00
519,391
50G,320
50G,320
19.00
545,421
532,40G
1 ,038,72G
20.00
571 ,49G
558,459
1,597,184
21.00
599,882
585,G89
2,152,573
NON -DISCHARGE DATA SHEET
PAGE 2Of2
REVISED: OCTOBER 2004

Project: non -discharge 7-1-04.ORBF: Brco ver8.IDF 12 hyd°s 1 07-05-2004

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cis)
Time
Interval
(min)
I Time to
peak
(min)
Volume
(cult)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cult)
Hydrograph
description
1
Rational
381.73
1
15
343,560
25
—
i
Drainage Area
I
2
Reservoir
0.00
1
0
0
25
1
21.56
343,560
Pond Routing
Proj. file: non-discharge_7-1-04.
PIUF file: Brco ver8.IDF
Run date: 07-05-2004

Erosion Control Calculations

Magnolia Greens
The Lakes / Phase V
d Area = 449,976 sf
Required: 449,976 sf 0.5 0.0833 = 18742 cf
(Pond Area
`Pond Depth (min.during constr.)
Provided
= 599,882 sf
4ft
2,399,528 cf
Provided Required
2,399,528 > 18,742 1 OK

SAMPLE STORMWATER DEED RESTRICTIONS
THE LAKES / PHASE VI Cad, MAGNOLIA GREENS
S. Stormwater Runoff Regulations: All Lots are subject to the State of North Carolina
rules and regulations concerning stormwater runoff as these rules and regulations are amended
from time to time. These regulations currently provide that the land area of lots IA, 1 through 72
and 5-69 through 5-110 be restricted to 5,000 SF of built upon area and lots 5-1 through 5-68, 6-
1 through 6-25 and 73 through 96 be restricted to 4,000 SF of built upon area. Built upon area
shall include impervious surfaces such as foundation; structures; pavement; concrete; driveways,
including that portion of the driveway located within a street right-of-way, which runs from the
property line to the road pavement; and walkways or patios of brick, stone or slate, and gravel,
marl or stone covered areas, not including wood decking.
The DEVELOPER reserves the right to recalculate the maximum allowable built upon area in
accordance with the stormwater runoff rules and regulations of the State of North Carolina. All
drainage swales or drainage patterns used to treat stormwater runoff as required by the State of
North Carolina may not be filled in, piped or changed without the consent of the DEVELOPER,
its designee, the Association, or the State of North Carolina and shall be maintained as set forth
in Section V below. The State of North Carolina is hereby made a beneficiary of these
PROTECTIVE COVENANTS to the extent necessary to enforce its stormwater runoff
regulations as the same may be amended from time to time. This paragraph cannot be changed
or deleted without the consent of the State of North Carolina. These covenants are to run with
the land and be binding on all persons and parties claiming under them.

05 04 06:08p CAPE FEAR ENGINEERING 9103831045
CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belvilla. NC 28451
TEL [phone]
FAX [phone]
www. cape fearengineeri ng. corn
To:
Rhonda Hall
From:
Comer Lyons
Re:
Lakes / Phase VI (SW8 000220 mod)
Date:
10-5-04
Fax Transmittal
Fax: [phone]
CC: File
Pages: 6 (including cover)
Job #: 230-45
IF YOU DO NOT RECEIVE THIS DOCUMENT CLEARLY, PLEASE CALL [phone].
❑ This is your original. ® Original to be mailed.
Ms. Hall:
p.1
As we discussed, I have revised the appropriate pages of The Lakes I Phase VI at Magnolia Greens stormwater permit
application and supporting documents.
Please note that after making the changes we discussed, I made corresponding changes to the project's Wet Detention
Basin Supplement to reflect the corrected numbers (specifically the impervious area total and corresponding SAIDA
number; all on page 1 of 4 of the supplement). No other revisions were required.
All revised sheets are included with this fax and I am mailing two copies of each sheet first thing in the morning.
I trust that this information will be sufficient for your review and approval of this application, but if you have any further
questions or require additional information, please give me a call.
Thank you,
Comer
383-1044 ext. 112
P:%230r230-4.5%Admin%STORMWTR1Fax-DENR RHall 10.5-04.doc

CAPE FEAR
'RV' Engineering, Inc.
151 __ Road Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
NCDENR —Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Ms. Rhonda Hall
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: 10-01-04
File: 230-45
Subject: Magnolia Greens
The Lakes / Phase VI —
Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
2
Original & Copy: Low Density Supplement (Revised per phone conversation)
2
Sample Deed Restrictions (Revised per phone conversation)
REMARKS Ms. Hall: as we discussed, I have revised the referenced documents to include all lots within
the entire Lakes development of Magnolia Greens (a total of 232 lots).
` Please let me know if you require any further information in regards to our permit application for
SW8 000220 MOD.
Comer
CC: �._ Ie_
Signed
Comer
P:1230X230-45\Admi n\STORM W TRkTran s_DEN R_StormW_10-01-04.doc

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Brox—
Robert J Robinso moister of Deeds
Inst #233626 Book 2026Page 499
10/14/2W4 01:03:16pn Re,#
10/14/2004
$174.00 26
Baal Fstare
� Excho Tax
RET
TOTAL ail p TC#
REC# OK AMT .� CK
LASH rAkry BY
WARRANTY DEED
NO TITLE SEARCH HAS BEEN REQUESTED AND NO SEARCH HAS BEEN
PERFORMED.
RETURNED TO:
JEFFREY W. PORTER
Prepared by: MURCHISON, TAYLOR & GIBSON, PLLC
16 North Fifth Avenue, W.Armington;, NG-:..2UW—.. n.
_ 031 K� ,
STATE OF NORTH CAROLINA 'Pardel Nuniber = A
COUNTY OF BRUNSWICK COUNTY
THIS DEED, made and entered into this day of 2004,
by and between Landmark Developers, Inc., a North Carolina corporation, with its principal
office in Wilmington, New IIanover County, North Carolina, herein called GRANTOR, and
Dennis J. Walsh and wife, Karin Walsh, whose mailing address is 6620 Pierpont Drive, Lake
Worth, FL 33467 herein, whether one or more, called GRANTEES;
WITNESSETH:
The GRANTOR, for and in consideration of the sum of Ten dollars ($10.00) and
other valuable considerations to it in hand paid by the GRANTEES, the receipt whereof is
hereby acknowledged, has bargained and sold, and by these presents does hereby bargain, sell
and convey unto GRANTEES, their heirs and assigns forever, all that certain real property
located in Brunswick County, North Carolina, and more particularly described as follows:
BEING ALL of Lot 58R, Section 28, MAGNOLIA GREENS,
as shown on that revised map recorded in Map Book 31, Page 106
Brunswick County Registry, reforencc to which map is hcrcby
made for a more particular description.
SUBJECT TO the Master Declaration of Protective Covenants for
Magnolia Greens, recorded in Book 1191, Page 0991, that
Amendment to Master Declaration of Protective Covenants for
Magnolia Greens Annexing Section 28 recorded in Book 1945,
Page 480, and rerecorded in Book 1954, Page 949, all of the
Brunswick County Registry, and all amendments thereto; and all
easements, rights of way and restrictions of record, all
governmental land use statutes, ordinances and regulations,
including zorung, subdivision and building regulations and ad
valorem taxes for the current and subsequent years.
TO HAVE AND TO HOLD the above granted and described property, together
with all and singular, the rights, privileges, easements, tenements and appurtenances thereunto
belonging, or in anywise appertaining unto the said GRANTEES, their heirs and assigns, in fee
simple, forever.
51008v2

Inst # 233626 Book 2026Page: 500
And the GRANTOR, for itself, its successors and assigns, does covenant to and
with the said GRANTEES, their heirs and assigns, that it is seized in fee of the above granted
and described property; that it has good right to sell and convey the same in fee simple; that the
same is free and clear from any and all restrictions, easements or encumbrances except those set
forth above; and that it will and its successors and assigns shall warrant and defend the title to the
same against the lawful claims and demands of any and all persons whomsoever.
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument to
be executed the day and year first above written.
LANDMARK DEVELOPERS, INC.
s
$y. Presl t
A.
NORTH CAROLINA 188r""'tt��'
NEW HANOVER COUNTY
I, � . 1 ur Ib,-A- , a Notary Public of the State and County
aforesaid, certify that 3 tZtV Sitr7hM$ personally came before me
this day and acknowledged that he is \ 4 President of Landmark Developers, Inc., a 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 V �Ce President.
WITNESS my hand and official seal this Z° day of rn►�, 2004.
My commission expires:
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK JENNIFER H HURLBUT
The Foregoing (or annexed) Certificate(s) of
tary Public
NOTARY
'. PUBLIC r`
Notary(ies) Public is (are) Certified to be Correct. 14th October 2004
This Instrument was filed for Registration on this Day of j
in the Book and page shown on the First Page hereof.
RO E J. RO SON, Register of Deeds
5I008v2

CAPE FEAR
Engineering, Inc.
September 22, 2004
Rhonda Hall
NC DENR
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Plan
Phase VI / The Lakes
SW8 000220 MOD
Dear Ms. Hall:
Thank you for taking the time to discuss the Stormwater plan regarding Phase VI / The Lakes at Magnolia
Greens. Per our telephone conversation, I am forwarding for your use:
• 2 Copley of sheet SWEC- I revised to show con5ecutive lot numbers from G- I to G-25
• 2 Copies of the Low Density Supplement for Phase VI / The Lakes (I original)
• 2 Copies of the overall Magnolia Greens Low Density Supplement (I original)
• 2 Copies of the Sample Stormwater Deed Restrictions for this application
• 2 Copies of sheet SWEC-2 as revised per 5*E comments (for reference)
Please understand that the overall Low Density Supplement applies to the master Stormwater permit for
Magnolia Greens (SW8 970104). That permit will be modified after all other pending permits (Phase VI /
The Lakes) have been approved.
At this time, the overall Low Density Supplement is submitted to Illustrate the fact that Magnolia Greens
continues to meet low density requirements with the current Phase VI / The Lakes permit application
considered. Again, the overall permit will be submitted when all other pending permit applications are
approved.
In addition, the revisions noted as "per NCDENR S*E comments" are as follows:
I . "Limits of Disturbed Area" has been added to sheet SWEC-1 (8/5/04)
2. The detail for "Inlet Protection" has been added to sheet 5WEC-2 and general note # 1 0 has been
added to sheet SWEC- I requiring the use of inlet protection at all Stormwater inlets. (8/5/04)
3. The detail for "Construction Entrance" has been added to sheet 5WEC-2 and "Construction
Entrance" locations have been added to sheet SWEC- I
With the revisions stated and the additional information enclosed, I believe that your concerns have been
addressed. Please let me know if you require any further information in regards to this Stormwater permit
application.
Sincerely,
F. Comer Lyons R.FCF-,,T- %FD
cc : File (230-45) SEP 2 3 2004
U._-
151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: [phone] • FAX [phone]
www.Gape&aretiolneerino.com
P'1230\230-45\Adnvn\STORMWTR\lttr Rhonda_Hall_9-22-04.doc

CAPE FEAR
'SV' Engineering, Inc.
151 Poole Road, Suite 100
Bey;(9 NCze�1 RECEIVE
TEL [phone]
FAX [phone]
www. cape fearengineering. com
�o(tZ�(20
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
JUL 0 5 ZU04
Y:
smittal
Date: 7-2-04
File: 230-45
Subject: Magnolia Greens
The Lakes / Phase VI —
Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
2
Original + 1 Copy of Application and Supplements
1
Check in the amount of $420.00 (permit fee)
2
Project Narrative and Supporting Calculations
2
Sets of Plans
REMARKS To Whom It May Concern:, I believe this application for stormwater permitting to be complete. The
addition of Phase VI to The Lakes at Magnolia Greens is requested under modification to
Permit SW8 000220 MOD. Please let me know if you require any further information. Thank you,
Comer
CC:
Signed
Fear Engineering, Inc.
Comer
Trans DENR StormW 7-2-04.doc

y BUSINESS CORPORATION
= ' 4 ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Landmark Developers, Inc.
FISCAL YEAR ENDING: 1213112003
SECRETARY OF STATE CORPORATE ID NUMBER: 0297295
NATURE OF BUSINESS: Read Estate Development
REGISTERED AGENT: Stephens, B Rex
REGISTERED OFFICE MAILING ADDRESS: PO Box 4127
Wilmington, NC 28406
SOSID: 0297295
Date Filed: 3/11/20041:45 PM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF INCORPORATION: NC
FEDERAL EMPLOYER ID NUMBER: 561760081
REGISTERED OFFICE STREET ADDRESS: 5022 Wrightsville Ave
Wilmington, NC 28403 County: New Hanover
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 5022 Wrightsville Ave
Wilmington, NC 28403-7044
PRINCIPAL OFFICE STREET ADDRESS: 5022 Wrightsville Ave
Wilmington, NC 28403
PRINCIPAL OFFICERS:
W Christopher Stephens
Title: President
P O Box 4127
Wilmington, NC 28406
B Rex Stephens
Title: Secretary
P O Box 4127
Wilmington, NC 28406
Stephen Davenport
Title: Vice President
P O Box 4127
Wilmington, NC 28406
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
W Christopher Stephens `
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
W Christopher Stephens
Kevin McCarthy
Title: Vice President
P O Box 4127
Wilmington, NC 28406
3/11/2004
DATE
President
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
September 24, 2003
To: Alan Klimek
From: Todd St. John
Re: Fountains in Stormwater Extended Wet Detention Ponds
After doing some research and consulting with Bill Hunt of NCSU, I am ready to make the following recommendation in
regards to allowing the use of decorative fountains in stormwater ponds. I am basing my recommendations on the fact
that certain benefits may be realized by the addition of such devices. First, surface disturbance of the pond can increase
dissolved oxygen levels in the pond and enhance biological activity that can be beneficial in removing some pollutants of
concern. Second, gentle mixing of the water column may aid in flocculation of certain pollutants as well as allow for
contact with the anoxic zone of the pond's bottom encouraging de -nitrification. Third, disturbing the surface of the pond
can discourage mosquito breeding.
After researching different products designed for use in ponds, I discovered a variety of aeration and fountain type
systems. I do not recommend the use of the aeration systems that work like fish tank bubble stone as they would create
too much disturbance. I do recommend surface fountains that draw water from less than 2 feet. Some of the surface
fountains simply float on top of the water and have the intake, pump and fountain nozzle all in one unit. These clearly
draw water at the surface. Others make use of a separated nozzle, pump, and/or intake connected by tubing. If these are
to be used they must draw their water from the surface in the deepest part of the pond. Also, I recommend that the falling
water from the fountain be centered in the pond and away from the shore line.
In regards to sizing the pump, it seemed appropriate to compare the energy input to the pond volume using a velocity
gradient that would encourage flocculation in water treatment applications. The assumption is that if small enough amount
of energy input was used that re -suspension would not be an issue. Further, if the amount of energy added by the
fountain was comparable to that needed to encourage flocculation of fecal coliform, for instance, then it may even prove to
be a benefit. As a final check, I also determined the detention time based on pumping rates to further show that too much
mixing would not occur. The shortest detention times were in the order of two days.
Based on the above, here is the proposed schedule of maximum pump power (hp) vs. minimum pond volume (cubic feet).
Proposed Schedule of Maximum Allowable Fountain Pump Power (hp) vs
Minimum Permanent Pool Pond Volume
Max Pump
Minimum
HP
Pond Volume (ft3)
3
675000
2
450000
1
250000
3/4
175000
1 /2
125000
1 /3
80000
1 /4
60000
1 /6
40000
1 /8
30000
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733.6893 (fax), http://h2a.enr.state.nc.us/ncwetiands/