SW8970104_Historical File_20030515

OF WATFR
Michael F. Easley, Governor
7 William G. Ross Jr., Secretary
> North Carolina Department of Environment and Natural Resources
-�.
`C
Alan W. Klimek, P.E.,Director
Division of Water Quality
May 15, 2003
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406-4127
Subject: Stormwater Permit No. SW8 970104 Mod.
Magnolia Greens Master Plan -
High Density Subdivision Project
Brunswick County
Dear Mr. Stephens:
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit Application for Magnolia Greens Master Plan on May 8, 2003. 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 N6. SW8 970104 Modification, dated May 8, 2003, for the construction
of the project, Magnolia Greens Master Plan.
This permit shall be effective from the date of issuance until October 4, 2009, and shall be
subject to the conditions and limitations 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 stormwater 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 request must be in the form of a written petition,
coruorming 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. 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 Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water
RSS/:arl S:1WQSISTORMWATIPERMIT1970 04maQy0 rty Regional Supervisor
cc: Davis Fennell, P.E.
Delaney Aycock, Brunswick- County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
rv. u. Limsion of water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone] Customer Service
[phone] Fax [phone]

S. ,
State Stormwater Management Systems
Permit No. SW8 970104 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream & Index No
Classification of Water Bodies:
Fond Number:
Drainage Area, acres:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Imperhous Surfaces, f�:
Lot BUA, ft2:
Roads/Parking, ft2:
Sidewalk, ft2:
Patio Homes I, ft2:
Maintenance Building, ft2:
SW8 991136, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Magnolia Greens Master Plan
W8 970104 Modification
Brunswick County
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406-4127
January 2, 1997
Modified May 8, 2003
Jackey's Creek (CFR 18-77-3)
Sturgeon Creek (CFR18-77-1)
both are "C Sw"
POND 1 POND 5
151.6 26.2
7 7.5
18 17
1,767,801
366,850
845,084
209,299
453,902
119,920
121,100
28,919
268,000
------
8,712
79,715
------
none, per Engineer
68,309
9,864
82,200
11,137
160,046
32,269
183,796
32,334
20.1
19.4
2 @4" cp each 2" cp pipe
3

State Stormwater Management Systems
Permit No. SW8 970104 Modification
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The project must maintain an overall density of 30% or less.
Currently, the overall density is 21 % .
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 ftz, is treated in the Fairway Villas Pond 1, permitted
under SW8 990628.
H. SCHEDULE OF COMPLIANCE
1. 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 iiuw 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.
4

State Stormwater Management Systems
Permit No. SW8 970104 Modification
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.
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. hn mcdiate 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.
15. 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 fiom 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.

State Stormwater Management Systems
Permit No. SW8 970104 Modification
19. 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 properly
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.
20. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable except of to 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 1.43-215.6C.
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.
C1

State Stormwater Management Systems
Permit No. SW8 970104 Modification
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.
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 15th day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
LIA-
R K A .`�—
U v Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970104 Modification
7

W AT F9QG Michael F. Easley, Governor
y William G. Ross Jr., Secretary
j r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
r Division of Water Quality
May 15, 2003
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406-4127
Subject: Stormwater Permit No. SW8 970104 Mod.
Magnolia Greens Master Plan -
High Density Subdivision Project
Brunswick County
Dear Mr. Stephens:
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit Application for Magnolia Greens Master Plan on May 8, 2003. 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 May 8, 2003, for the construction
of the project, Magnolia Greens Master Plan.
This permit shall be effective from the date of issuance until October 4, 2009, and shall be
subject to the conditions and limitations 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 stormwater 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 request must be in the fore 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. 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 Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:1WQSISTORMWATIPERMIT1970104.may03
cc: Davis Fennell, P.E.
Delaney Aycock, Brunswick County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Offoe Wilmington, NC 28405 [phone] Fax [phone]

State Stormwater Management Sy-',^ms
Permit No. SW8 970104 MQ ficaivn
STATE OF NORTH CAROLINA
DEPARTMEIN'I' 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 .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 modified permit shall be effective from the date of issuance until'October 4, 2009 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 curb 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. Thebuilt-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 ft each in Holly Glen; 94 lots @4,000 fteach and 6 lots @5,000 ft2 each for Tracts
E and O, under SW8 981008; 57 lots @6,000 fF 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.
2

State Stormwater Management Systems
Permit No. SW8 970104 Modification
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream & Index No.:
Classification of Water Bodies:
Pond Number:
Drainage Area, acres:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ft2:
Lot BUA, ft2:
Roads/Parking, ft2:
Sidewalk, ft2
Patio Homes I, ft2:
Maintenance Building, ft2:
SW8 991136, ft2:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Magnolia Greens Master Plan
W8 970104 Modification
Brunswick County
Mr. W. Christopher Stephens, President
Landmark Developers, Inc.
PO Box 4127
Wilmington, NC 28406-4127
January 2, 1997
Modified May 8, 2003
Jackey's Creek (CFR 18-77-3)
Sturgeon Creek (CFR18-77-1)
both are "C Sw"
POND 1 POND 5
151.6 26.2
7 7.5
18 17
1,767,801
366,850
845,084
209,299
453,902
119,920
121,100
28,919
268,000
------
8,712
79,715
------
none, per Engineer
68,309 9,864
82,200 11,137
160,046 32,269
183,796 32,334
20.1 19.4
2 @4" cp each 211cp pipe
3

State Stormwater Management Systems
Permit No. SW8 970104 Modification
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. The project must maintain an overall density of 30% or less.
Currently, the overall density is 21 %.
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 ftZ, is treated in the Fairway Villas Pond 1, permitted
under SW8 990628.
II. SCHEDULE OF COMPLIANCE
1. 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.
4

State Stormwater Management Systems
Permit No. SW8 970104 Modification
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.
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. 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 outict 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.
15. 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 Pennittee 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 43, 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.
5

State Stormwater Management Systems
Permit No. SW8 970104 Modification
19. 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.
lot in
BUA limits as listed in
approved Master Plan.
20. 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.
III. GENERAL CONDITIONS
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 Maintenancc 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.
0

State Stormwater Management Systems
Permit No. SW8 970104 Modification
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.
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 15th day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
'% )—. C' iJ-
U v Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 970104 Modification
7

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
— O
Z.o. `% U
�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:
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: (910 ) 392-7201
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Magnolia Greens
5. Location of Project (street address):
NC HYW. 17
City: Leland
6. Directions to project (from nearest major intersection):
County: Brunswick
Located along the north right-of-way on hyw. 17 approx. 1000 ft northeast of the Hyw. 17 and Lanvale Road
intersection.
7. Latitude: 34-12-40
Longitude: 78-01-47
8. Contact person who can answer questions about the project:
Name: Chris Stephens
II. PERMIT INFORMATION:
Telephone Number:
1. Specify whether project is (check one): New Renewal
of project
[phone]
X Modification
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 970104 And its issue date (if known) IN REVIEW
Form: SWU-101 Version 3.99 Page 1 of 4

3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Overall project employs low density stormwater measures wherever possible. Pockets of high
density and other areas unsuitable for low density measures will be provided enhanced treatment
via. wet detention ponds.
2. Stormwater runoff from this project drains to the
3. Total Project Area:
Cape Fear
River basin.
acres 4. Project Built Upon Area: 21.00 %
5. How many drainage basins does the project have? 3
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.
963.68
Basin Information
Drainage Area 1
Drake Area 2
Receiving Stream Name
See attached sheet
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious* Area
Impervious* Area (total)
ImperviousSurface Area
Drainage Area I
Drainage Area
On -site Buildings
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off site
Total:
Total:
i..c{ici V6Vwu u, ou w .cJir&uu cw mu uttttl "purl u.eu incluutag, uue nut 4cmaea au, outiaangs, roaas, parnng areas,
sidewalks, gravel areas, etc.
Form: SWU-101 Version 3.99 Page 2 of 4

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
Pond# I
Clubhouse -To SW8 9DOG28
Receiving Stream Name
Receiving Stream Class
Jackey5 Creek
C-SW
Jackey5 Creek
C-5W
Drainage Basin Area
109 AC
13.32 AC
Existing impervious* Area
0 5F
0 5F
Proposed Impervious* Area
34.74 AC
2 1 2,914 5F
% Impervious* Area (total)
31.87
3G.7
Impervious Surf= Area
Pond#I
Clubhouse -To 5W8 99OG28
On -site Buildings
93G500 SF
25780 5F
On -site Streets
45GO73 5F
G5979 5F
On -site Parking
0 SF
79375 5F
On -site Sidewalks
1 2000 15F
11964 5F
Other on -site
0 5F
35202 5F
Off site
0 5F
0 SF
Total:
�= 1 5 13234 5F
E= 221300 5F
Basin Information
Receiving Stream Name
Receiving Stream Class
Pond#5
5turcjeon Creek
C-5W
0veraU Low Density
5turcjeorV Jackey5 Creek
C-5W
Drainage Basin Area
2G.2 AC
9G3.68 AC
Existing Impervious* Area
0 5F
0 5F
Proposed Impervious* Area
366,850 5F
202.4 AC
% Impervious* Area (total)
32.1
21.00
lmpervious* Surface Arcs
pon4#5
Oyerall Low Dens ity
On -site Buildings
218,01 1 5F
1 15.40 AC
On -site Streets
119,9205F
45.82 AC
On -site Parking
0 5F
29.G7 AC
On -site Sidewalks
Other on -site
28,919 5F
0 5F
{included in parkin }
1 1.5 1 AC
Off site
0 5 F
O AC
E= 202.40 AC
Total:
�= 3GG,850 5F
Basin In ormabon
Holly Glen -to 5W8 000220
Receiving Stream Name
Jackeys Creek
Receiving Stream Class
C_SW
Drainage Basin Area
7.G7 AC
Existing Impervious* Area
0 SF
Proposed Impervious* Area
1.94 AC
% Impervious* Area (total)
25.29%
Impervious* Surface Area
Holly Glen -to SWS 000220
On -site Buildings
1.35 AC
On -site Streets
OAG AC
On -site Parking
0 AC
On -site Sidewalks
O. 13 AC
Other on -site
0 AC
Off site
0 AC
Total:
1 .94 AC
E_
Page 2A of 4

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
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
SW8 970104 as issued by the Division of Water QualiV. 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 runoff from 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 ac nermittad
**288 lots @ 4000 SF, 7 lots @ 5000 SF, 76 lots @ 3500 SF in Sections 11&12, 55 lots @ 4000 SF in Holly Glen;
57 lots @ 6000 sf in Phases 3&4; 95 lots @ 4000 SF, 5 lots @ 5000 SF in Sections E&O; 133 lots @ 5000 SF, 68 lots @
4000 sf in The Lakes/Phase V; 104 lots @ 5000 SF in Glendale; 24 lots @ 5500 SF in Section 19; 27 lots @ 4000 SF
in Fairway Village
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 concimence 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 SWLJ-109
Innovative Best Management Practice Supplement
Form: SWU-101 Version 3.99 Page 3 of 4

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 —S-02
• One copy of the applicable Supplement Form(s) for each BUT -Sop
• Permit application processing fee of $420 (payable to NCDENR) �S_
• Detailed narrative description of stormwater treatment /management S$Q
• Two copies ofplans and specifications, including: Smr?
-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)
VH. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on yo
behalf, please complete this section:
Designated agent (individual or firm): Cape Fear Engineering, Inc.
Mailing Address: 151 Poole Road, Suite 100
City: Belville u State: N.C. Zip: 28451
Phone: [phone] Fax: [phone]
VIH. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in Gener I Information, item 2) W. Christopher Stephens
certify that the information included 96 this ermit app is tion form is, to the best of my knowledge, correct and that the
project will be constru in co the o d plans, that the required deed restrictions
and protective coven s ill b re d d th osed project complies with the requirements of 15A
NCAC 2H .1000. A)
Signature: f Date: Z
Form: SWU-101 Version 3.99 Page 4 of 4

Permit No. __)6✓ d? 12U1d
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMANATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Magnolia Greens
Contact Chris Stephens
Phone Number: (910 ) 392-7201
Is all drainage from the project directed to the off -site system? (circle one): Yes No
H. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No. SW8 000220
Project Name: The Lakes c@i Magnolia Greens
Type of System (wet pond, infiltration basin, etc.): Non -discharge wet pond
Lot No. (if part of a subdivision): N/A
How much built upon area draining to the permitted treatment system has been allocated to this project? 1.94 A
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following 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.
Form SWU-106 Ver 3.99 Page 1 of 2

Applicants Initials
a. Deed restrictions limiting the built -upon area on the site have been recorded.
b. Engineers certification for the existing off -site system has been submitted to DWQ.
c. There are no outstanding Notices of Violation for the off -site system.
d. Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on the monthly inspections.
4. The collection system, including catch basins, curbs cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the above maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: W. Christopher Stephens, President Landmark Developers
Address: 5022 Wrightsville Avenue
Phone: [phone] Date: f'
Signature: r ,4.1—
Note: The legally respons,*Ieparly sho ld 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.
A Notary Public for the State of 1V0 f k arob VL ,County of
Uo hereby certify that 1&� Gk r i5ibmho r , v,�,o n C personally appeared before me this IS"a
day of am -d� ,and acknowledge a due execution of the foregoing infiltration basin maintenance
requirements. ituess my hand and official seal, -----
SEAL
My commision expires
AO'N`j�.•T•.••` STYSf i
.s A�o
s
@ o
_
•
:.,, C Cy
Form SWU-106 Ver 3.99 Page 2 of 2

CAPE FEAR
Engineering, Inc.
161 Poole Road, Suite 10o
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
To: NCDENR — Div. Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Linda Lewis
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
Quantity Drawing No.
2
REMARKS Linda,
MAY 0 8 2003
I
Y:
�U�
�1U
Transmittal
Magnolia Greens
Stormwater Masterplan
❑ For Distribution ® For your Review / Action / Approval
Sets of Revised Plans
�d
Description
Attached are the revised drawings that are in response to your email. If you have any questions or
Need any additional information, give me a call.
CC: Cape Fear Engineering, Inc.
File
Signed
B. Petreff,

Magnolia Greens Master Plan 970104
Subject: Magnolia Greens Master Plan 970104
Date: Thu, 01 May 2003 17:08:11 -0400
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Jeff Petroff <[e-mail]>
Dear Jeff:
One minor error to correct on the Master Plan. In the column under Phase
1 single family, the building total is listed as 23.52 acres, when it
should be 25.32 acres. Fortunately, the 52.48 total acres is correct.
Also, the Glendale permit number is SW8 020522 and is no longer pending.
Please label Pond #1 on the plans.
Linda
1 of 1 5/2/2003 11:43 AM

CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearen_q.com
To: NCDENR — Div. Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
MAR 0 6 2003
BY:
Transmittal
File:
Magnolia Greens
Stormwater Masterplan
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
2
Original + 1 Copy of Application and Supplements
1
$420.00 Application Fee
2
Project Narrative and Supporting Calculations
2
Sets of Plans
REMARKS
CC: Cape Fear Engineering, Inc.
File

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: February, 2003
Y.
Prepared by
Cape Fear Engineering, Inc.
1.51 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]

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 master plan for a revision to the existing
project. This master plan modification is accompanied by a modified permit for the project
within Magnolia Greens that affects the master plan. The following is a description of the
modification proposed to the master plan:
1. The Lakes/Phase V at Magnolia Greens (SW8 000220)
This project is being modified to show a revised land plan that includes Phase V. The
Lakes/Phase V drains to the existing non -discharge pond which not only treats collected
stormwater from this project, but also serves as an off -site treatment facility for
stormwater collected in Holly Glen, Glendale, and The Fairway Village.
A complete stormwater permit application, including engineer's certification for the
existing non -discharge pond, accompanies this master plan modification.

CAPE FEAR
Engineering, Inc.
January 29, 2003
Linda Lewis
NCDENR
Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re: Magnolia Greens
Stormwater Project No. SW8 970104
Dear Ms. Lewis:
I am in receipt of your request for additional information dated July 25, 2002 for the
above described project and offer the following response:
1. The Master Plan has been revised to reflect what is currently being permitted for
Glendale. All associated documents have been revised accordingly.
2. The column in the table for SW8 981008 was revised in may to reflect the lot
count you provided me in correspondence dated January 23, 2002. Upon further
review, I realize that the lot count was correct as originally permitted. The
column in the chart has been revised to reflect what is permitted under SW8
981008 and the revision note has been removed from the plan.
3. I believe that you included some projected future BUA on your summation of the
chart. To make the chart easier to read, I have changed the color on the future
BUA columns. The chart has been revised, but the totals (permitted or permit
pending, future, and build out) are correct.
4. I will accept your lot count for the calculations. The wet pond data sheet has been
revised and is attached.
I trust this information to be sufficient for your review. Attached please find 2 copies of
revised plans, pages 2 and 2A of the application, low density supplement, and wet pond
data sheet for Pond #1.
Thank y ,
�!
K. Davis Fe _ 11, PE
Cc: Chris Stephens JA 2003
file (230-06 "30") BY•
151 Poole Road, Suite 100 • Belville, NC 26451 TEL: [phone] • FAX: [phone]
www.capefL-areng.com

EXISTING WET POND DATA SHEET
PATIO I AT MAGNOLIA GREENS
POND#I
PERMIT NO. 5W8 970104
ORAINAGEAREA (Ad) = 99.3 ACRES
IMPERVIOUS AREA (A/):
BUILDINGS: 20.30 ACRES
ROADS: 9.9G ACRES
PARKING: 0.00 ACRES
SIDEWALKS: 2.G5 ACRES
TOTAL: 32.91 ACRES
�CAI?(
PHASE 3 BASIN 3 �Ess a
DRAINAGE AREA (Ad) = 9.7 AC RES @@,
IMPERVIOUS AREA (Ai): SEAL
BUILDINGS: 1.20 ACRES 0240-08
ROADS: 0.51 ACRES
PARKING: 0.00 ACRES ,�8d Vjs FEt�
SIDEWALKS: 0. 12 ACRES
TOTAL: 1.83 ACRES
TOTAL DRAINAGE AREA (Ad) = 109 ACRES
TOTAL IMPERVIOUS 34.74 ACRES
PERCENT IMPERVIOUS (1):
I = Ad/Ai = 3 1 .87%
POND# I SHALL BE 7DEEP AND DESIGNED TO REMOVE 90% TSS.
SA/DA= 1. 15G I %
REQUIRED SURFACE Al�'L,"; A. �c;� F ;:;L:
SA,EQ.= I .2GO149 AC. = 54892.09 SF
IJAW63
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 18)= 82200 SF
...........................................................................................................
SA PROV'D= 82200 > 54892.09 =SA REQ'D OK
............................................................................................................................:
POND# I DATA SHEET
PAGE I OF 3
JANUAKY, 2003

MINIMUM REQUIRED VOLUME (51MPLE METHOD BY TOM 5CHUELER):
Rv=0.05+0.009*(I)
Rv= 0.330844
VOLUME= I "*RV*Ad = 3.059G7 AC -FT
133279 FT" 3
VOLUME PROVIDED AT TEMPORARY POOL:
J.
5A 5F
18
82200
19
87223
20
92299
21
97754
SET TEMP. POOL ELEVATION:
INCREM.
TOTAL
L. CFVOL.
CF
0
0
84712
84712
897G1
174473
95027
2G9499
REQ'D EL.= 19.541077 .4-5AY 20.1 (A5-5UILT RIM EL.)
VOL. PROV'D = 183975. 15 CF
:..................................... ........................... ....................................................
:
VOL. PROV'D= 183975. 15 > 133279.1 =VOL. REQ'D OK
............................................................................................................................:
FOREBAY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
A 51f
VOL. (Cfl
VOL. (CM
II
37079
0
0
12
39751
38415
3f715
13
42481
4111G
79531
14
55384
50432.5
1299G3.5
15
G2953
GOGG8.5
19OG32
MIN. 5URFACE AREA
I G
G7G44
G5298.5
255930.5
USE THIS VOLUME
17
72444
70044
325974.5
TO 51ZE FOREBAY,
18
82200
77322
40329G.5
REQ'D VOLUME = 20% TOTAL =
381 2G
CF - —
(20% TOTAL = 8000O CF)
POND# I DATA SHEET
PAGE 2 OF 3
JANUARY, 2003

CHECK FOREBAY VOLUME:
INCREM.
TOTAL
EL.
SA (SP)
VOL. (CP)
VOL. (CF)
14
1311G
0
0
15
14(537
13977
13977
IG
IGG24
15731
29707
17
184GO
17542
47249
18
22200
20330
G7579
PROV'D VOLUME =
G7579
CF (4' DEEP
FOREBAY)
............................................................................. ;
MAX. VOL, (80000) > PROV'D VOL. (G7579) > MIN. VOL. (381 2G)
............................................................................................................................:
*FOREBAY MEETS DESIGN CRITERIA
ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0.771 291 CF5 (FOR 2 DAY DRAWDOWN)
Q5= 0.3065 1 G4 CF5 (FOR 5 DAY DRAWDOWN)
SELECT 2 x 4" CIRCULAR ORIFICE, EL. 18' (PERM. POOL EL.)
Q PROV'D= 2*(Cd*A*(2gh) ^ 1 /2)
Q PROV'D= 0.82G385 1
WHERr: Cd= 0. Cl
A= 0.08727 SP
g= 32.2 FPS/5
h= AVE. HEAD =(2. P-27 1 2)/2
0.9G7
:.......................................................................
Q2> 0.82G3851 >Q5 OK
.......................................... ...........................
:
DRAWDOWN TIME:
TIME = VOLUME = I .8000G DAYS
Q PROV'D
POND# I DATA 5HEET
PAGE 3 OF 3
JANUAKY, 2003

* * * COMMUNICATION RESULT REPORT ( JAN.27.2003 5:40PM )
P. 1
FILE MODE
149 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
� r
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
----------------------------------------------- - -
e-9103e31045 OK P. 2/2
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Ea51ey, Governor
North Carolina DeAerlment of Environmient�and NRatur'alrA&; u�g
Alan W. Klimek, P.E., D!rS&nr
Division of Water Qwity
Wilmington Reglanal fr.
ce
July 25, 2002
Mr, Chris Stephens; President
Lmftark Developon, Inc.
5022 "Wrightsville venue, Suite 102
Wilmington, NC 2MO3
Dear'1*, Stephens:
The Wilmv
Pe t ►Pplicanon
information has de
needed to continue
Subject: REQUESTFORADDrnGNALINMRMATION
Stormwater Project No. SW9 9701041VMocUf cation
M19nolia Greens Master Plan.
Brunswick County
"n Regional Mce received a inodi& ation to the Starmvvater Management
Magnolia CrreeM MasterPIm on M y i 7, 2002. A re '
nined that the application is not complete. The ollo� mew ofthat
slnrmvMter review; g motion is
1. The I laster Plan shows a different lot count and additional macs area, in Glendale.
ho Lot 22A was shown on the plans I reviewed for Glendale, a road is now
sho Please correct and revise either the Master Plan or Glendale.
2• The ble on the master plan indicates that a revision to 991009 was Pubrriitted in
May, 002, but I have no record of it. Tb,e subdivision was 1W „P. itt A
CI -...t_ .7 a n w.. ... _

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
Wilmington Regional Office
July 25, 2002
Mr. Chris Stephens, President
Landmark Developers, Inc.
5022 Wrightsville Avenue, Suite 102
Wilmington, NC 28403
Subject: REQUEST FORADDITIONAL INFORMATION
Stormwater Project No. SW8 970104 Modification
Magnolia Greens Master Plan
Brunswick County
Dear Mr. Stephens:
The Wilmington Regional Office received a modification to the Stormwater Management
Permit Application for Magnolia Greens Master Plan on May 17, 2002. A prehminaryreview of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. The Master Plan shows a different lot count and additional road area in Glendale.
Where Lot 22A was shown on the plans I reviewed for Glendale, a road is now
shown. Please correct and revise either the Master Plan or Glendale.
2. The table on the master plan indicates that a revision to 981008 was submitted in
May, 2002, but I have no record of it. The subdivision was last permitted on
September 18, 2001, for 94 lots at 4,000 ft2 and 6 lots @5,000 ft2. It appears that a
minor change to 95 lots @4,000 ft2 and 5 lots @5,000 ft2 is proposed. Which lot has
been changed? I will need to rewrite the 981008 permit to reflect the change, so
please submit a modification.
C. Based on adding the total BUA's shown in the table for each project, I come up with
a sub -total built -upon area of 183.93 acres. When you add in the 19.75 acres for
future development, the estimated total BUA is 203.68 acres, or 2 1. 1 % impervious.
Please check and revise the plan and application as needed. Please also check the
subtotals for sidewalks and buildings. The subtotal I get for the sidewalk is the same
as the estimated total, and I get a building subtotal of 102.33 acres. Each of these
numbers is based on adding up the numbers reported in each box across the table
beginning with Phase 1-Single Family and ending with East Commercial Site.
d. The 24.2 acres of buildings accounted for as part of the drainage area to Pond 1
seems high. I calculate only 20.3 acres, based on the previously permitted lot count
for Pond 41. To make it easier to permit future development to this pond, please split
out whatever is considered as future development separately in the calculations. My
lot breakdown:
112.5 lots x 4000 = 450,000 ft2 (no change from previous approval)
76 lots x 3500 = 266,000 ft2 (no change from previous approval)
42 lots x 4000= 168,000 ft2 (Holly Glen modification)
Total= 884,000 ft2 = 20.3 acres
APNRL
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Stephens
July 25, 2002
Stormwater Project No. SW8 970104 Modification
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to August 24, 2002, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of all
required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The request
must indicate the date by which you expect to submit the required information. The Division is
allowed 90 days from tLe receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents
must be returned or new originals must be provided. Copies are not acceptable. If you have any
questions concerning this matter please feel free to call me at [phone].
Sincerely,
e.,C ,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\2002\970104.JUL
cc: Linda Lewis
Davis Fennell, P.E.

Drainage
Design Narrative and Calculations
For
Magnolia Greens
Brunswick County, North Carolina
SW8970104 RECEIVED
MAY 17 2002
Prepared for nwQ
PROD # 5U)(Yq%U/U" _lpli
Landmark Developers
5022 Wrightsville Ave. Suite 102
Wilmington, North Carolina 28403
[phone]
Date: MAY, 2002
SEAL
024908
Prepared by
Cape near Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]
5MAy2oaz

DESIGN NARRATIVE
1. GENEIRAL:
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 master plan for revisions to existing
projects and the addition of new projects within the area of the master plan. This master plan
modification is accompanied by permit submittals for new or modified permits for each project
within Magnolia Greens that affects the master plan. The following is a site specific description
of the modifications proposed to the master plan:
1. Glendale at Magnolia Greens
Glendale is a new, low density subdivision at Magnolia Greens.' Glendale is located on
property that is being added to the project boundary of the Master Plan, bringing the
total project area at Magnolia Greens to 963.68 acres. Although low density, stormwater
in this project will be collected in curb and gutter streets, discharged to a subsurface pipe
network, and conveyed to a wet detention basin for treatment prior to ultimate discharge.
A small portion of the drainage at Glendale is collected and conveyed to a non -discharge
stormwater pond located within The Lakes at Magnolia Greens for treatment.
A complete stormwater permit application for Glendale accompanies this master plan
modification.

2. The Lakes at Magnolia Greens (SW8 000220)
Formerly known as "Patio Homes II," this project is being modified to show a revised
land plan and expanded non -discharge stormwater treatment pond. The expanded non -
discharge pond not only treats collected stormwater from The Lakes, but also serves as
an off -site treatment facility for stormwater collected in Holly Glen (see item 3, below)
Glendale (see item 1, above), and The Fairway Village (see item 5, below).
A complete stormwater permit application, including engineer's certification for the
expanded non -discharge pond, accompanies this master plan modification.
3. Holly Glen
Formerly known as "Patio Homes I," Holly Glen is a phase of the overall project
Magnolia Greens and is covered under SW8 970104. This section of the overall project
has been modified in land plan.
The storm drainage has also been modified to convey a portion of the project to the non -
discharge stormwater treatment pond located within the Lakes (see item 2, above). The
balance of Holly Glen still drains to Pond#1 (SW8 970104).
Included with the modification to SW8 970104 is a site specific plan for Holly Glen, an
off -site system supplement to cover the drainage conveyed to The Lakes, and revised
wet detention basin calculations and supplement for Pond #1 (SW8 970104).
4. Section 19
Section 19 is a new, low density stormwater project located within Magnolia Greens.
Stormwater shall be collected in curb and gutter streets and discharged to water quality
swales via. curb outlets at low points.
A complete stormwater permit application for Section 19 accompanies this master plan
modification.
5. The Fairway Village (SW8 990628)
Formerly known as "Fairway Villas," this project is being modified to show a revised
land plan and mix of product (condominiums, townhomes, and patio homes).
The storm drainage has also been modified to convey a portion of the project to the non -
discharge stormwater treatment pond located within the Lakes (see item 2, above). The
balance of the Fairway Village still drains to existing, permitted treatment ponds.
A complete stormwater pe,--mit modification for the Fairway Village accompanies this
master plan modification.

EXISTING WET POND DATA SHEET
PATIO I AT MAGNOLIA GREENS
POND#I
PERMIT NO. 5W8 970104
DRAINAGE AREA (Ad) =
99.3 ACRES
IMPERI/IOU,5 AREA (A/):
BUILDINGS:
24.20 ACRES
ROADS:
9.9G ACRES
PARKING:
0.00 ACRES
SIDEWALKS:
2.G5 ACRES
TOTAL:
3G.81 ACRES
PHASE 3 BASIN 3
DRAINAGE AREA (Ad) =
9.7 ACRES
IMPERV10U.5 AREA (A/):
BUILDINGS: 1.20 ACRES
ROADS: 0.51 ACRES
PARKING: 0.00 ACRES
SIDEWALKS: 0. 12 ACKE5
TOTAL: 1.53 ACRES
TOTAL DRAINAGE AREA (Ad) = 109 ACRES
TOTAL IMPERVIOUS 38.G4 ACRES
PERCENT IMPERVIOUS (1):
I = Ad/Ai = 35.45%
POND# I SHALL BE 7DEEP AND DESIGNED TO REMOVE 90% T55.
SA/DA= 1.2G35%
REQUIRED SURFACE AREA AT PERMANENT POOL:
SA,EQ.= 1.377215 AC. = 59991 .49 SF
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 18)= 82200 5F
..........................................................................................................................._
SA PROV'D= 82200 > 59991 .49 =SA REQ'D OK
............................................................................................................................:
POND# I DATA SHEET
PAGE I OF 3
OCTOBER, 2001

MINIMUM REQURED VOLUME (SIMPLE METHOD BY TOM 5CHUELER):
Rv=0.05+0.009'(I)
Rv= 0.3090459
VOLUME= I "*Rv'Aci = 3.352 17 AC -FT
14GO20 FT ^ 3
VOLUME PROVIDED AT TEMPORARY POOL:
ZL
SA (S F)
18
82200
19
87223
20
92299
21
97754
SET TEMP. POOL ELEVATION:
INCREM. TOTAL
VOL. (CF) VOL. F
0 0
84712
84712
897G1
174473
95027
2G9499
REQ'D EL. = 19. G83024 -4-- 5AY 20.1 (A5-5UILT RIM LL.)
VOL. PROV'D = 183975.15 CF
............................................................................................................................
VOL. PROV'D= 1,53975. 1 5 > 14GO20.4 =VOL. REQ'D OK
•.....................................................................1......................................................
FOREBAY SIZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
EL.
SF
VOL. (CF)
VOL. (CF)
II
37079
0
0
12
39751
38415
35415
13
42481
4111G
79531
14
58384
50432.5
1299G3.5
15
G2953
GOGG8.5
19OG32
MIN. SURFACE AREA
I G
G7G44
G5298.5
255930.5
USE TH15 VOLUME
17
72444
70044
325974.5
TO SIZE FOREBAY,
18
82200
77322
40329G.5
REQ'D VOLUME =
20% TOTAL
381 2G
CF *--
(20% TOTAL = 80000 CF)
POND# I DATA 5HEET
PAGE 2 OF 3
OCTO5ER, 2001

A
CHECK FOREBAY VOLUME:
INCREM.
TOTAL
€I -
5A (5F)
VOL. (CF)
VOL. (CF)
14
1311E
0
0
15
14837
13977
13977
IG
IGG24
15731
29707
17
184GO
17542
47249
18
22200
20330
G7579
PROV'D VOLUME =
G7579 CF (4' DEEP
FOREBAY)
............................................................................................................................
MAX. VOL. (80GGO) > PROV'D VOL. (G7579) > MIN. VOL. (381 2G)
.............................................................................................................................
*FOREBAY MEET5 DE51GN CRITERIA
ORIFICE 51ZING: REQ'D DRAWDOWN TIME 2-5 DAYS
Q2= 0.8450253 CF5 (FOR 2 DAY DRAWDOWN)
Q5= 0.3380101 C175 (FOR 5 DAY DRAWDOWN)
SELECT 2 x 4" CIRCULAR ORIFICE, EL. 18' (PERM. POOL EL.)
Q PROV'D= 2*(Cd*A*(26jh) ^ 1 /2)
Q PROV'D= 0.82G385 1
WHERE: Cd= O.G
A= 0.05727 51'
g= 32.2 FP5/5
h= AVE. HEAD =(2. I'-2"/ 1 2)/2
0.9G7
......................................................................
Q2> 0.82G3851 >Q5 OK
.......................................................................
DRAWDOWN TIME•
TIME = VOLUME = 2.0451 1 DAYS
Q PROV'D
POND# I DATA SHEET
PAGE 3 OF 3
OCTOBER, 2001

WATF�P
�O v
=' r
>
Mr. Davis Fennell, P.E.
Cape Fear Engineering
5040 New Centre Drive, Suite D
Wilmington, NC 28403
Dear Mr. Fennell:
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
January 23, 2002
Subject: Revised Master Plan Lots
Magnolia Plantation
Stormwater Project No. SW8 970104
Brunswick County
On December 1.8, 2001, I compiled my numbers for the lots at Magnolia Plantation and emailed thereto you.
I have not heard from you regarding their accuracy or your agreement with them. In case you did not get the email,
I have reproduced the numbers below:
Master Plan Lots
1-1 to 1-54 54 @4000
2-1 to 2-30 30 @4000
3-1, 3-2, 3-3, 3-5, 3-6, 3-7 6 @4000
4-1 to 4-40 40 @4000
At this point, I need to say that Section 5 has four duplicate lot numbers for 5-31, 5-32, 5-33, and 5-34. The
four interior lot numbers between Greymoss Lane and Grandiflora are duplicates of four lot numbers between
Linkwood Circle and Alba Lane.
5-1 to 5-61 plus 4
6-1 to 6-25
8-1 to 8-13, 8-35 to 8-43, 8-46 to 8-48, 8-56 to 8-58
9-28 to 9-49
9D 1 to 9D4
Patio I
Total. Master Plan Lots - 341
65 @4000
25 @4000
26 @4000, 2 @5000
21 @4000, 1 @5000
4 @5000
67 @4000
(334 @4000, 7 @5000)
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Fennell
January 23, 2002
Stormwater Permit No. SW8 970104
Additional projects permitted separately:
Section E
9-1 to 9-27
25 @4000, 2 @5000
10A-1 to 10A-65 plus 10-65
66 @4000
Section O
8-49 to 8-55
4 @4000, 3@5000
Section N
8-14 to 8-34
21 @4000
Section A
11-1 to 11-37, 12-1 to 12-39
76 @3500
Phases 3 & 4
PH3-1 to PH3-30 plus PH4-1 to PH4-27 57 @6000 subtotal: 254 lots
Total single family lots and patio home lots permitted - 341 + 254 = 595
I am willing to accept these numbers for use on the application and in the permit. Please let me know if you
concur with these numbers so that the modification process can begin. A revised application and Master Plan which
reflect these numbers will need to be submitted. If you have any questions, please call me at (910) 3 95-3900 or email
me at [e-mail].
Sincerely,
a�d'c�v
Linda Lewis
Environmental Engineer
RSS\arl: S:\WQS\STORMWAT\LETTERS\970104.JAN
cc: Chris Stephens
Linda Lewis

Magnolia
Subject: Magnolia
Date: Tue, 18 Dec 2001 10:11:00 -0500
From: Linda Lewis <[e-mail]>
Organization: NC DENR
To: Davis Fennell <[e-mail]>
Dear Davis:
I spent all yesterday and this morning on figuring out the lots at
Magnolia. Since I don't have a copy of the original Master Plan, it is
difficult to know for sure, but I have come up with the following.
Please review and comment.
Master Plan Lots:
1-1 to 1-54 54 04nnn
2-1 to 2-30 30 @4000
3-1,3-2,3-3,3-5,3-6,3-7 6 @4000
4-1 to 4-40 40 @4000
At this point, I need to say that Section 5 has four duplicate lot
numbers for 5-31, 5-32, 5-33 and 5-34. The four interior lot numbers
between Greymoss Lane and Grandiflora are duplicates of four lot numbers
between Linkwood Circle and Alba Lane.
5-1 to 5-61 plus 4 65 @4000
6-1 to 6-25 25 @4000
8-1 to 8-13, 8-35 to 8-43, 8-46 to 8-48, 8-56 to 8-58 26 @4000, 2
@5000
9-•28 to 9-49 21 @4000, 1@5000
9G1 to 9D4 4 @5000
Patio I 67 @4000
Total Master Plan Lots 341- 334 @4000, 7 @5000
Additional projects permitted separately:
Section E 9-1 to 9-27 25 @4000, 2
@5000
10A-1 to 10A-65 plus 10-65 66 @4000
Section 0 8-49 to 8-55 4 @4000, 3 @5000
Section N 8-14 to 8-34 21 @4000
Sectino A 11-1 to 11-37 & 12-1 to 12-39 76 @3500
Phases 3&4 PH3-1 to PH3-30 plus PH4-1 to PH4-27 57 @6000
Total single family and patio home lots permitted: 595
I am willing to accept these numbers for use on the application.
Linda
1 of 1 1/23/2002 11:48 AM

Magnolia
Subject: Magnolia
Date: Tue, 18 Dec 2001 10:11:00 -0500
From: Linda Lewis <[e-mail]>
Organization: ITC DENR
To: Davis Fennell <[e-mail]>
Dear Davis:
I spent all yesterday and this morning on figuring out the lots at
Magnolia. Since I don't have a copy of the original Master Plan, it is
difficult to know for sure, but I have come up with the following.
Please review and comment.
Master Plan Lots:
1-1 to 1-54 54 @4000
2-1 to 2-30 30 @4000
3-1,3-2,3-3,3-5,3-6,3-7 6 @4000
4-1 to 4-40 40 @4000
At this point, I need to say that Section 5 has four duplicate lot
numbers for 5-31, 5-32, 5-33 and 5-34. The four interior lot numbers
between Greymoss Lane and Grandiflora are duplicates of four lot numbers
between Linkwood Circle and Alba Lane.
5-1 to
5-61 plus 4
65 @4000
6-1 to
6-25
25
@4000
8-1 to
8-13, 8-35 to 8-43,
8-46 to 8-48,
8-56 to 8-58
@5000
9-28 to
9-49
21
@4000, 1@5000
9D1 to
9D4
4
@5000
Patio I
67 @4000
Total Master Plan Lots 341- 334 @4000, 7 @5000
Additional projects permitted separately:
Section E 9-1 to 9-27
@5000
26 @4000, 2
25 @4000, 2
1OA-1 to 1OA-65 plus 10-65 66 @4000
Section O 8-49 to 8-55 4 @4000, 3 @5000
Section N 8-14 to 8-34 21 @4000
Sectino A 11-1 to 11-37 & 12-1 to 12-39 76 @3500
Phases 3&4 PH3-1 to PH3-30 plus PH4-1 to PH4-27 57 @6000
Total single family and patio home lots permitted: 595
I am willing to accept these numbers for use on the application.
Linda
1 of 1 12/18/2001 10:11 A'

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I
k: Magnolia Greens SW Master Plan
Subject: Re: Magnolia Greens SW Master Plan
Date: Fri, 14 Dec 2001 1.1:17:44 -0500
From: "Davis Fennell" <[e-mail]>
To: "Linda Lewis" <[e-mail]>
I don't disagree, I can count the lots. However, as we discussed, with something as subjective as what is a half lot, third lot,
etc. within the drainage area, it is very easy to find a discrepancy in a 100 acre plus drainage area. We agreed that the only
way to resolve the count would be for us to sit down and count the lots together. Instead, we decided the best solution would
be for you to count the lots one time and I would accept your count.
The pond is oversized for the drainage area and meets all design criteria. I will recount the lots, submit a drainage area map
enumerating all lots (whole, half, etc.) and appropriate calc's and supplements. I will submit with as much detail as possible
in hopes that you will accept my numbers. In this way I can incorporate the impervious count into the next project and
submit it as well.
---- Original Message -----
From: Undsl Leay
To: Davis Fennell
Sent: Friday, December 14, 2001 9:37 AM
Subject: Re: Magnolia Greens SW Master Plan
Davis:
Please submit your current proposal with what you think the resolution to the original
permit should be, based on what we discussed. It is just as easy for you to count lots
within a delineated drainage area as it is for me.
Linda.
Davis Fennell wrote:
I really hate do to do this, but I have no choice but to prepare the current modification I have been
holding and submit for approval. If you are that backed up, I really need to get the clock ticking on the
next modification. This means more work for both of us, becasue the current modification will contain
the same discrepancy that we are now trying to resolve. I hope that you will reconsider your schedule.
We agreed that the only discrepancy is the lot count for Pond# 1 from Phase I (Grandiflora Drive and
Cher ywood). I would think you complete this review in short order and fax me the numbers. I, in turn,
could submit to you the corrected paperwork and resolve this issue once and for all. Unless I hear from
you, I will submit the current modification next week, regardless of the status of the Pond# 1 issue.
---- Original Message ----
From: Lire L"ll
To: Davis Fennell
Sent: Thursday, December 13, 2001 8:22 AM
Subject: Re: Magnolia Greens SW Master Plan
Dear Davis:
I haven't had a chance to look at this yet. I know you're anxious, but
there's too much going on here to work this one in right now. I'll get to it
as quickly as I can.
Linda
Davis Fennell wrote:
Per our meeting on November 9, 2000 I am anxiously awaiting information from you
so that we may resolve the discrepancy in the permit and plans. As we discussed in the
meeting, there is a question concerning the lot count (and impervious off the lots)
1 of 2 12/14/2001 12:19 PM

Re: Magnolia Greens SW Master Plan
draining to Pond# 1. We agreed in that meeting that the best way to resolve the
difference would be for me to accept your lot count and revise the calculations,
supplements, etc. accordingly. I have another modification for this project that I
desperately need to submit. The next modification will impact Pond#1, so it is
imperative that we resolve this discrepancy now, before any further modifications are
submitted. This current project has been on hold for nearly 8 weeks while the master
plan and permit issues are resolved. Please call me at your earliest convenience to
discuss this matter further. Davis Fennell
tel [phone], ext. 113
fax [phone]
2 of 12/14/2001 12:19 PM

CAPE FEAR
Engineering, Inc.
151 Poole Road, Smte 100
Belvft, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
To: NCDENR
Division of Water Quality
Attn: Linda Lewis
Transmittal
e:
❑ As Requested ❑ For Your Files ❑ For Distribution ❑ For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
3
Copies
Magnolia Greens SW Master Plan
3
Copies
Drainage Area Map — Pond #1 at Magnolia Greens
REMARKS Attached please find three copies of the Magnolia Greens Master SW plan, revised to more clearly show
the offsite area from Phase III that drains to Pond #1. Also attached are three copies of a drainage plan
for Pond#1 that clearly shoes the Phase I lots draining to Pond#1 (Grandiflora Dr., Greymoss Lane,
and Cherrywood Court). Lots in /`zalea Gardens (the 3500 SF BJA lots), Patio Homes!, and Phase III
are shown, but not counted in the summary chart. Please call if I can provide any additional information.
I am holding the next permit application (and Master update) while this issue is resolved, so anything
you can do to expedite review i
CC: OCT 2 3 2001 Cape F r ngin ring, Inc.
BY: Signed Qom,
K. Davis Fe ell, PE
trans-Linda-22october01.doc