SW8020510_Historical File_20080703

STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
WIRO Regional Office
FILE ACCESS RECORD
SECTION SWP DATE/TIME NAME �� A� �r0 L n� REPRESENTING .5 EL
9 -74780
Guidelines for Access: The staff of the Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility
to the public to safeguard these records and to cant' out our day -today program obligations.
Please read carefully the following before signing the form.
Due to ,the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment for file review so you can be accommodated.
Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45
L.m. Anyone arriving without an appointment may view the files to the extent that time and
staff supervision are available.
You must specify files you want to review by facility name or incident number, as
appropriate. The number of files that you may review at one appointment will be limited to
five.
You may make copies of a file when the copier is not in use by the staff and if time permits.
There is no charge for 25 or less copies.: cost per copy after the initial 25 is 2.5 per copy.
Payment is to be made by check, money order, or cash in the administrative offices.
Files must be kept in the order you received them. Files may not be taken from the office.
No briefcases, large totes. etc. are permitted in the file review area To remove, alter,
deface, mutilate, or destroy material in public files is a misdemeanor for which you can be
fined up to $500.00.
In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for
checks on which payment has been refused.
The customer must present a photo ID, sign -in, and receive a visitor sticker prior to
reviewing files.
FACILITY NAME COUNTY
2. _ _c:;w3ZO 2.,0Sin
4.
��
Signature/Name of Firm or Business.Date
(Please attach business card to form if a 'able)
# Copes: Amt. Pd:
Time In, Time Out

W A-r
QC
r
0.�'C
July 3, 2008
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Bert Exum, President
WDV, Inc
PO Box 1967
Wilmington, NC 28402
Subject: Stormwater Permit No. SW8 020510 Modification
Waterford
High Density Subdivision Project
Brunswick County
Dear Mr. Exum:
Coleen H. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Waterford on June 30, 2008. 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 020510 Modification, dated
July 3, 2008, for the construction of the project, Waterford. Please replace the previously
approved plan sheets with the corresponding plan sheets approved with this permit
modification.
This permit shall be effective from the date of issuance until February 15, 2017, 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 sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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 Christine Nelson, or me at [phone].
Sinp6rely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ can: SAWQSISTORMWATERIPERMIT1020510MOD JuI08
Mike Tackett, Cape Fear Engineering, Inc.
Brunswick County Building Inspection
Jeff Phillips, Brunswick County Engineering
Christine Nelson
Wilmington Regional Office 1v�°f�enCarolina
Central Files dvaiuru!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 020510 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
Bert Exum & WDV, Inc
Waterford
Brunswick County
FOR THE
construction, operation and maintenance of a non -discharging series of wet detention
ponds 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 February 15, 2017 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.
Page 2 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on pages 3, 4and 5 of this permit. Tract A of the
subdivision includes roadways and sidewalks and is allocated a total of 250,736
ft2 of built -upon area. Tract B of the subdivision is permitted for 163 lots, each
allowed a maximum amount of built -upon area as follows: Lots 1-45 @ 3,600 ft2,
Lots 46-102 @ 5,800 ft2, Lots 103-130 @ 4,500 ft2, and Lots 131-163 @ 5,000
ft2. Tract C of the subdivision is permitted for 96 lots, each allowed a maximum
amount built -upon area of 3,600 ft2. Tract D of the subdivision includes the
amenity center for the development and is allocated a total of 146,798 ft2 of built -
upon area. Tract E is future development and is allocated a total of 653,400 ft2
built -upon area. Tract F is future development and is allocated a total of 120,661
ft2 built -upon area. Tract G of the subdivision is permitted for 138 lots, each
allowed a maximum amount of built -upon area as follows: Lots 1-41 @ 5,250 ft2,
Lots 42-104 @ 3,600 ft2, and Lots 105-138 @ 4,500 W. Tract H of the
subdivision is permitted for 52 lots, each allowed a maximum amount of built -
upon area of 6,000 W. Tract I of the subdivision is permitted for 41 lots, each
allowed a maximum amount of built -upon area of 8,000 ft2. Tract J of the
subdivision is permitted for 177 lots, each allowed a maximum amount of built -
upon area as follows: Lots 1-48 @ 6,000 ft2 Lots 49-100 @ 3,600 ft2, Lots 101-
128 @5,800 ft2, and Lots 129-177 @5,800 ft2. Tract K of the subdivision
includes commercial development and is allocated a total of 1,096,167 ft2 of built -
upon area. Tract L of the subdivision is permitted for 177 lots, each allowed a
maximum amount of built -upon area as follows: Lots 1-134 @ 6,000 ft2 and Lots
135-177 @ 3,850 ft2. Tract M of the subdivision includes commercial
development and is allocated a total of 191,722 ft2 of built -upon area. Tract N is
future development and is allocated a total of 419,047 ft2 of built -upon area.
Tract O is future development and is allocated a total of 1,023,086 ft2 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 following design elements have been permitted for this non -discharging
series of wet detention ponds stormwater facility, and must be provided in the
system at all times.
a. Drainage Area, acres: 578.90
Onsite, ft2: 25,216,877
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 9,874,356
Tract A Tract C
Roads, ft2: 222,437 96 Lots, ft2: 345,430
Sidewalk/Parking, ft2: 10,459 Roads, ft2: 117,612
Lot A2, ft2 17,841 SidewalWParking, ft2: 3,049
Total, ft2: 250,737 Total, ft 466,091
Tract B Tract D
163 Lots, ft2: 815,000 Buildings, ft2: 6,970
Roads, ft2: 244,322 Sidewalk/Parking, ft2: 78,408
Sidewalk/Parking, ft2: 24,394 Other, ft2: 61,420
Total, ft2: 1,083,716 Total, ft2: 146,798
Page 3 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
Tract E
Future, ft2:
Tract F
Future Lot 1, ft2:
Future Lot 2, ft2:
Future Lot 3, ft2:
Total, ft2:
Tract G
138 Lots ft2:
Roads, ft2:
Total, ft2:
Tract H
52 Lots, ft2:
Roads, ft2:
Sidewalk/Parking, ft2
Total, ft2:
Tract 1
41 Lots, ft2:
Roads, ft2:
Sidewalk/Parking, ft2:
Total, ft2:
Tract J
653,400
64,613
27,019
29,029
120,661
595,030
207,346
802,376
311,890
77,101
1,307
390,298
328,000
103,673
1,307
432,980
177 Lots, ft2:
921,730
Roads, ft2:
311,839
Sidewalk/Parking, ft2:
3,485
Total, ft2:
1,237,054
c. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
Permanent Pool Elevation, FMSL:
Pond 1, FMSL:
Pond 2-5, FMSL:
Pond 3, FMSL:
Pond 4, FMSL:
Pond 5, FMSL:
Pond 8, FMSL:
Pond 9, FMSL:
Pond 10, FMSL:
Pond 11, FMSL:
Pond 12, FMSL:
Pond 13, FMSL:
Pond 14, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Storage Volume, ft3:
N.
90%
Tract K
Lot K1, ft2:
Lot K3, ft2:
Lot K4, ft2:
Total, ft2:
Tract L
177 Lots, ft2:
43 Townhomes, ft2:
Roads, ft2:
Sidewalk/Parking, ft2
Total, ft2:
Tract M
Lot M2, ft2:
Tract N
Future, ft2:
Tract O
Roads, ft2:
Future Lot 8, ft2:
Future Lot 9, ft2:
Future Lot 10, ft2:
Future Lot 11, ft2:
Future Lot 12, ft2:
Future Lot 13, ft2:
Future Reserve, ft2
Total, ft2:
753,152
291,619
51,396
1,096,167
969,550
143,748
385,070
61,855
1,560,223
191,722
419,047
66,536
35,789
63,430
58,217
44,084
577,309
54,070
123,651
1,023,086
* Tract O consists of previously approved
Lots K2 and M1
4", non -discharging pond
21.0
20.0
21.5
23.0
20.0
19.0
21.0
22.0
22. V
22.0
22.0
20.0
3,123.260
3,636,768
Page 4 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
i. Storage Elevation, FMSL:
Pond 1, FMSL:
Pond 2-5, FMSL:
Pond 3, FMSL:
Pond 4, FMSL:
Pond 5, FMSL:
Pond 8, FMSL:
Pond 9, FMSL:
Pond 10, FMSL:
Pond 11, FMSL:
Pond 12, FMSL:
Pond 13, FMSL:
Pond 14, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3 :
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
23.0
22.0
23.5
23.0
22.0
20.0
22.0
23.0
23.0
23.0
23.0
22.0
n/a, non -discharging pond
n/a
n/a
n/a
Jackeys Creek/Cape Fear
18-77-3
"C• Sw"
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.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
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.
Page 5 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
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, 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
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
7. The stormwater management system 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 020510 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
Page 6 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
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
place without the concurrence of the Division of Water Quality.
f. Tract A of the subdivision includes roadways and sidewalks and is
allocated a total of 250,737 ft2 of built -upon area, of which Lot A2 is future
development and allocated 17,841 ft of built -upon area. Tract B of the
subdivision is permitted for 163 lots, each allowed a maximum amount of
built -upon area as follows: Lots 1-45 @ 3,600 ft2, Lots 46-102 @ 5,800
ft2, Lots 103-130 @ 4,500 ft2, and Lots 131-163 @ 5,000 W. Tract C of
the subdivision is permitted for 96 lots, each allowed a maximum amount
built -upon area of 3,600 W. Tract D of the subdivision includes the
amenity center for the development and is allocated a total of 146,798 ft2
of built -upon area. Tract E is future development and is allocated a total
of 653,400 ft2 built -upon area. Lot 1 - Tract F is future development and is
allocated a total of 64,613 ft2 of built -upon area. Lot 2 - Tract F is future
development and is allocated a total of 27,019 ft2 of built -upon area. Lot 3
- Tract F is future development and is allocated a total of 29,029 ft2 of
built -upon area. Tract G of the subdivision is permitted for 138 lots, each
allowed2a maximum amount of built -upon area as follows: Lots1-41 @
5,250 ft , Lots 42-104 @ 3,600 ft , and Lots 105-138 @ 4,500 ft2. Tract H
of the subdivision is permitted for 52 lots, each allowed a maximum
amount of built -upon area of 6,000 W. Tract I of the subdivision is
permitted for 41 lots, each allowed a maximum amount of built -upon area
of 8,000 W. Tract J of the subdivision is permitted for 177 lots, each
allowed a maximum amount of built -upon area as follows: Lots 1-48 @
6,000 ft2, Lots 49-100 @ 3,600 ft , Lots 101-128 @5,800 ft2, and Lots 129-
177 @5,800 ft2. Lot K1 - Tract K is future development and is allocated a
total of 753,152 ft2 of built -upon area. Lot K3 - Tract K is future
development and is allocated a total of 291,619 ft2 of built -upon area. Lot
K4 - Tract K is future development and is allocated a total of 51,396 ft2 of
built -upon area. Tract L of the subdivision is permitted for 177 lots, each
allowed a maximum amount of built -upon area as follows: Lots 1-134 @
6,000 ft2 and Lots 135-177 @ 3,850 ft . Lot M2 - Tract M is future
development and is allocated a total of 191,722 ft2 of built -upon area.
Tract N is future development and is allocated a total of 419,047 ft2 of
built -upon area. Within Tract O, Lots 8, 9, 10, 11, 12, and 13 are future
development and are allocated a total of 35,789 ft2, 63,430 ft2, 58,217 ft2,
44,084 ft2, 577,309 ft2, and 54,070 ft2 of built -upon area, respectively.
These allotted amounts includes any built -upon area constructed within
the lot property boundaries, and that portion of the right-of-way between
the front lot line and the edge of the pavement. Built upon area includes,
but is not limited to, structures, asphalt, concrete, gravel, brick, stone;
slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to
reduction in their allowable built -upon area due to CAMA regulations.
Page 7 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
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
street, 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.
If the ownership of Lots A, E, F, K, M, N, or O is not retained by the
permittee, the owner of each of the lots 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 not be allowed in the stormwater treatment
system.
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.
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
piping.
g. Access to all components of the system must be available at all times.
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.
Page 8 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
III. GENERAL CONDITIONS
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.
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 a 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 permittee 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 3rd day of July, 2008.
NORTH t^ ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for CK61LFn H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 020610 Modification
Page 9 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
Waterford Page 1 of 2
Stormwater Permit No. SW8 020510 Modification
Brunswick. County
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (period icallyfweekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 10 of 11

State Stormwater Management Systems
Permit No. SW8 020510 Modification
Certification Requirements: Page 2 of 2
The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 11 of 11

DWQ USE ONLY
Datej Received
Fee P id
Permit Number
to
State of North Carolina
Department of Environment and Natural Resources
Divisiion of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Bert Exum President
3. Mailing Address for person listed in item 2 above:
PO Box 1967
City: Wilmington State:NC Zip:28402
Phone: (910 ) 540-9716 Fax:
Email:bertexumQaol.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Waterford - Commercial
5. Location of Project (street address):
Old Regent Way
City:Leland County:Brunswick Zip:28451
6. Directions to project (from nearest major intersection):
Follow Hwy 17 South out of Wilmington past Hwy 74/76 overpass and Leland exit. Turn right at first light
onto Waterford Way. Site is on right.
7. Latitude:34° 13' 45" N Longitude:78° 1' 15" W of project
8. Contact person who can answer questions about the project:
Name:Mike Tackett Teiephone Number: (910 ) 383-1044
Email:[e-mail]
II. PERMIT INFORMATION:
Form SWU-101 Version 03.27.08 Page 1 of 4

1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberSW8 020510MOD and its issue date (if known) 67 440
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
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.
The stormwater will be treated in a previously approved and certified non discharging wet pond system.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 578.90 acres 4. Total Wetlands Area: n/a acres
5. 1W Wide Strip of Wetland Area: n/a acres (not applicable if no wetlands exist on site)
6. Total Project Area**:578.90 acres 7. Project Built Upon Area:39.15 %
8. How many drainage areas does the project have?1
9. 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.
For high density projects, com le te the table with one drama a area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Sturgeon Creek/Jackeys Creek
Stream Class & Index No.
C; Sw 18-77-3
Total Drainage Area (sf)
25,216,877
On -site Drainage Area (sf)
25,216,877
Off -site Drainage Area (sf)
0
Existing Impervious* Area (sf)
0
Proposed Impervious*Area (sf)
9,874,356
% Impervious* Area (total)
39.15%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
4,397,273
On -site Streets (sf)
1,680,393
On -site Parking (sf)
184,204
On -site Sidewalks (sf)
included in parking
Other on -site (sf)
3,612,426
Off -site (sf)
0
Total (sf):
9,874,356
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 03.27.08 Page 2 of 4

**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
10. How was the off -site impervious area listed above derived?_
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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. Forms can be
downloaded from htip://h2o.enr.state.nc.us/su/bml2 forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 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 Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
1. 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 Pat t__
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP A".
Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR R C.4 E
• Calculations & detailed narrative description of stormwater treatment/management ;tZ 4 d
• Copy of any applicable soils report /t G 4'
• Two copies of plans and specifications (sealed, signed & dated), including: Ac.4 c
- 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 authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Cape Fear Engineering Inc.
Mailing Address:151 Poole Road Suite 100
City:Belville State:NC Zip:28451
Phone: (910 ) 383-1044 Fax: (910 ) 383-1045
Email:mike.tackett@cayefearen&ineering.com
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Bert Exum
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Date: -11
Form SWU-101 Version 03.27.08 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
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: Waterford
Contact Person: Bert Exum
Phone Number: (910) 540-971 G
For project with multiple basins,
specify which basin this worksheet applies to: Non-Dl5charcge Pond
5y5tem
elevations
Basin Bottom Elevation
All Ponds 5' or Deeper
ft.
( floor of 'the basin)
Permanent Pool Elevation
Varies —see chart 5W-A
ft.
(elevation of the orifice)
Temporary Pool Elevation
Varies —see chart 5W-A
ft,
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
3,1 23,2G0
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
578.90
ac.
(on -site and off -site drainage to the basin)
Impervious Area
22G.73
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
N/A
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
3,G3G,7G8
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
N/A
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DA'
2. 1
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
N/A
in.
(2 to S day temporary pool draw -down required)
Design Rainfall
+- L.Nc
in.
Design TSS Removal 2
90
%
(minimum 85% required)
Form: SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
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 BW 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.
Applicants Iritials:
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right -
of —way.
10 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.
_J0 m. A mechanism is specified which will drain the basin for maintenance or an emergency.
* Non -discharge pond -these items are not required.
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) does foes no�!ncorporate a vegetated filter at the outlet.
This system (check one) does noncorporate pretreatment other than a forebay.
Form: SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. 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 penctrate into accumulated sediments.
When the permanent pool depth reads Varies -- see Sheet `A' 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 =
Sediment Removal Elevation =Varies -see Sheet `A'
Sediment Removal Ele tion = N/A 75°% 75%
---------------------------------------------------------------
Bottom Elevation = N/A 25°%♦ Bottom Elevation = Varies -see Sheet `A' 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.
7. All components of the wet detention basin system shall be maintained in good working order.
Form: SWU-102 Rev 3.99 Page 3 of 4

I acknowledge and agree by my signature below that I am responsible for the performance of the seven maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible parry.
Print name: Bert Exum
Title: President
Address: P.O.Box 1967 Wilmington, NC 28402
Phone: [phone]
Signature:
Date: 9-1,!;-0(,
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, S ,a Notary Public for the State of A1.0 % 6 rr)lina.
County of ,do hereby certify that RobeRf
personally appeared before me this day of zoo G ,and acknowledge the due
execution of the foregoing wet detention basin maintena ce requirements. Witness my hand and official
seal,
01Alf1, '�►
J%Ua1,a
v/Ip *......
SEAL
My commission expires // /Q/G1 2 % Zw 7
Form: SWU-102 Rev 3.99 Page 4 of 4

JUN C 4 2008
High Density Commercial Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required f or High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built -
upon area consistent with the design criteria used to size the stormwater control facility.
I, Bert Exum , ack nowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as Waterford Commercial
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 02 0510MOD, as issued by the Division of Water Quality
under NCA C 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent n ecessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons a nd parties claiming
under them.
4. The covenants pertaining to stormw ater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan m ay not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is * square feet. (OR, if the
proposed built -upon area per lot will vary, please use the following format & language (in bold):
The maximum built -upon area per lot, in square feet, is as listed below. * see Attachment A
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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, gra vel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain to ward the street, or grading perimeter sw ales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stomtwater permit application to the Division of Water Quality and receive a permit
prior to construction.
Signature: �' Date: & - 3- c
I, H. Scott Kennedy Jr. , a Notary Public in the
State of North Carolina , County of New Hanover
do hereby certify that Robert C. G . Exum personally appeared
before me this the 3rd day of June , 20 08 , and acknowledge
the due ecution of the foregoi g instrument. Witness my hand and official seal,
SEAL
tf
i ature OFFICIAL SEAL
Notary Pudic - Noft ca viina
My Commission expires March 27, 2012 NEW HANOVER COUNTY
H. SCOTT KENNEDY, JR.
Form DRPC-1 Rev.1 Page 1 of 1

7RF C RTV D
1lJN r 4 M8
Attachment A BY.,*U3
J
Waterford Commercial
Proposed Amendments to Recorded Deed Restrictions
The Waterford Commercial Lots shall be limited to the following amount of built -upon area:
K1
753,152
Lots A2, K3, K4, and M2
552,578
Lot 8
35,789
Lot 9
63,430
Lot 10
58,217
Lot 11
44,084
Lot 12
577,309
Lot 13
54,070

7.o
Site covet�a :and rm�a#trr)�u_n��f 1�u1�;;:
JUN C 4; 2-008
Inst:.# 173882 Book 1813Page: 798
All Lots are subject to the State of North Carolina rules and regulations concerning
stormwater runoff as these rules and regulations may be amended from time to time. Without
limiting the foregoing, Declarant or its designee, including the Architectural Review Committee,
reserves the right to impose additional restrictions upon the Property as to. the extent required by
the terms of the stormwater permit for the Waterford Development as issued by the State of
North Carolina. Such additional restrictions may be imposed by Declarant by the recording of a
Supplemental Declaration, and no joinder or consent of the Association or any other owner or
person shall be required on such Supplemental Declaration.
(a) This covenant is intended to ensure ongoing compliance with State Stormwater
management Permit Number SW8020510, as amended, as issued by the Division of Water
Quality under NCAC 2H.1000 and any subsequently issued permits or modifications.
(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 plan may not take place
without the concurrence of the Division of Water Quality.
M The maximum built -upon area for outparcel(s) and future areas shown on the
approved plans is as set forth in said permit which is basically an allotment of 85%impervious
surface for each property. The specific allotment shall be specifically set forth as to each
property in its contract of sale. This allotted amount includes any built -upon area constructed
within the property boundaries and that portion of the right-of-way between the lot lines 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) The runoff from all built -upon area on the outparcel or future area must hP
directed into the „F-.rM;*fAA-+.,,......_._..___ . .

CAPE FEAR
Engineering, Inc.
151 Poole Hoed, suite 100
Belvllle, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To
INCIDENIR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
I Christine Nelson
Transmittal
Date: June 18, 2008
File: 650-30 "36"
Subject: I Waterford Commercial
SW8 0205101VIOD
Express Stormwater Add. Info.
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
REMARKS If you have any questions or comments please contact me at 910.470.1940 or 910.383.1044.
Thank you.
CC: File
File:
Cape Fear En ineering, Inc.
Signed:
AkeTackett
Received By:
Date:
Transmittal -SW DENR 6-18-08

e: request for additional info: SW Project No. 020510 MOD Waterford
Subject: Re: request for additional info: SW Project No. 020510 MOD - Waterford
From: Christine Nelson <[e-mail]>
Date: Wed, 18 Jun 2008 09:56:02 -0400
To: [e-mail], Noelle Winstead
<[e-mail]>
CC: [e-mail]
Noelle and Mike,
I started drafting the permit changes for Waterford and noticed another inconsistency
on the cover sheet. The BUA breakdown for Tract A doesn't match the latest BUA
breakdown listed in the narrative and on the rest of the plan sheets submitted with
the application. Please verify this too.
Thanks!
Christine
Christine Nelson wrote:
I have attached a pdf version of my request for additional information for
Stormwater Project SW8 020510 - Waterford. I will also send copies in the mail.
Please let me know if you have questions!
Thanks!
Christine
Express Stormwater Permitting
NC-DENR
1 of 1 6/27/2008 11:45 AM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
June 17, 2008
Bert Exum, President
WDV, Inc.
PO Box 1967
Wilmington, NC 28402
Subject: Request for Additional Information
Stormwater Project No. SW8 020510
Waterford
Brunswick County
Dear Mr. Exum:
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Waterford on June 4, 2008. A preliminary review of that information has determined that
the following information is needed to continue the stormwater review:
1. Verify the summary table listed on coversheet of the plans. It appears that the site
areas presented for the various tracts do not add up to the total site area. Please
check to make sure that the plans and other supporting documentation are updated
accordingly and verify all numbers are correct to ensure consistency in the
application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to June 26, 2008, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
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. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Christine Nelson
Environmental Engineer
ENB/can: S:1WQS!STORMWATER%ADDINFOl20081020510.jun08
cc: Mike T ackett, Cape Fear Engineering
Christine Nelson
Wilmington Regional Office
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: www.ncwateroualiiy.org Fax [phone]
N�yenCarolina
dvatura!!y
Customer Service
1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

request for additional info: SW Project No. 020510 MOD - Waterford
Subject: request for additional info: SW Project No. 020510 MOD -Waterford
From: Christine Nelson <[e-mail]>
Date: Tue, 17 Jun 2008 14:49:16 -0400
To: [e-mail], [e-mail], Noelle Winstead
<no elle.wnstead@capefearengineering. com>
CC: Janet Russell <[e-mail]>
I have attached a pdf version of my request for additional information for
Stormwater Project SW8 020510 - Waterford. I will also send copies in the mail.
Please let me know if you have questions!
Thanks!
Christine
Express Stormwater Permitting
NC-DENR
Content -Type: application/pdf
020510MOD - Waterford.pdf Content -Encoding: base64
1 of 1 6/17/2008 2:56 PM

BUSINESS CORPORATION
ANNUAL REPORT
9
vwr.aa
NAME OF BUSINESS CORPORATION: WDV Inc.
FISCAL YEAR ENDING: 2008
SECRETARY OF STATE CORPORATE ID NUMBER: 06.28550
NATURE OF BUSINESS: Real Estate Developmnet
REGISTERED AGENT: Exum, Robert C G
REGISTERED OFFICE MAILING ADDRESS: PO Box 1967
Wilmington, NC 28402
E-Filed Annual Report
-1-0-5459781
For year 2008
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 503 Otde Waterford Way, Suite 200
Leland, NC 28451 Brunswick County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: PO Box 1967
Wilmington, NC 28402
PRINCIPAL OFFICE STREET ADDRESS: 503 Olde Waterford Way
Leland, NC 28451
PRINCIPAL OFFICERS:
Name: Robert C. G. Exum
Title: President
Address:
P. O. Box 1967
Wilnington, NC 28402
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Robert Exam
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
Robert Exam
03/19/2008
DATE
President
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $18 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleig% NC 27626-0525
REG-M TIC
JUN C 4 MF` i
BY�c�s/

RECEIVED
JUN 0 4 2008
Stormwater BY: SLt?v ZC�Yf
Design Narrative
Subject:
Waterford Commercial
Leland, NC
Brunswick County, North Carolina
Prepared for
WDV, INC.
503 Olde Waterford Way, Suite 200
Leland, NC 28451
Date: June 2008
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, NC 28451
[phone]

Waterford Commercial
State Stormwater Permit No. SW8 020510 Modification
Waterford is a mixed -use residential and commercial development Located off
NC Hwy 17 and Old Waterford Way in Leland, Brunswick County. The project
site drains to Jackeys Creek, class C;Sw, in the Cape Fear River Basin. The parcel
ID number is 030005560 for the area of the commercial tract still owned by the
applicant.
State Stormwater Permit Number SW8 020510 covers the entire Waterford
Development. This modification is only for the commercial area. This permit was
last modified to accommodate the proposed Lowes Tract and to add an
entrance road off NC Hwy 17 (note that the entrance road has shifted due to
NCDOT requirements). The purpose of this modification is to further subdivide
the remaining area owned by the applicant to accommodate future
outparcels. Deed restrictions were previously recorded to limit the original
commercial tracts M and K to 85% built -upon area. There are proposed "new"
deed restrictions included with this submittal that will be recorded upon issuance
of the permit modification and prior to the sale of any lot. No changes to the
overall impervious area or the stormwater treatment system are proposed at this
time.
Approximately 1,207,496 square feet of commercial land within the Waterford
Development is currently retained by the applicant. This area was last permitted
as Lots MI and K2 with a total of 1,023,086 square feet of built -upon area
allocated. Lots M1 and K2 will now be combined and subdivided into 6 Lots,
also referred to as Tract O. In addition, the total area of Tract A will be reduced
by 7,054 square feet to provide future road frontage to the proposed Lot 13 in
Tract O. A summary of the proposed changes are listed below:
Tract A
The total area of Tract A will be reduced by 7054 square feet. This area will be
added to Lot 13 (see Lots K2 and M1, Tract O). No change to the allocated
built -upon area is proposed. It should be noted that Lot A2 is now included in
the Lowes Tract.
Tract A BUA (Square Feet
Roads 222,437
Sidewalk/Parking 10,459
A2 (Lowes) 17,841
Total 250,737
Total Previous Tract Area +/-1,130,818
Total Proposed Tract Area +/-1,123,764
Page 1 of 3

Lot K1
There are no proposed changes to Lot K1. The Tract was purchased by others to
development the Harris Teeter Site and an off -site permit has been secured by
others. The owner of this property is responsible to record deed .restrictions for
the four lots that are subdivided from Lot K1.
Lot K1 BUA (Square Feet)
K1 753,152
Lots A2, K3, K4, and M2
Lots A2, K3, K4, and M2 were previously joined to create the Lowes Tract which
has an off -site permit. No change to the allocated built -upon area is proposed.
Although the final subdivision of this land has not yet occurred, the future owner
of this property is responsible to record deed restrictions for any lots that are
subdivided from these tracts. The total built -upon area allocated to theses lots is
listed below:
Lowes
BUA (Square Feet
A2
17,841
K3
291,619
K4
51,396
M2
191,722
Total
552,578
Lots K2 and M1 (Proposed Lots 8-131 Tract O
Lots K2 and M1 have been retained by the applicant. These two lots will now be
combined to create Lots 8 -13 and an access road, Tract O. Due to the
buildable land left outside of the existing pond system and berm buffer between
the residential and commercial area, the amount of impervious surface
allocated to this commercial area (1,023,086 square feet) cannot be
constructed in this area. The extra will be referred to as "Reserve" built -upon
area. In addition the Total Tract Area of Tract O has been increased by 7054
square feet. As previously noted, this area was taken from Tract A.
Lots K2 and M1
Roads
Lot 8
Lot 9
Lot 10
Lot 11
Lot 12
BUA (Square Feetl
66,536
35,789
63,430
58,217
44,084
577,309
Lot 13
54,070
Reserve
123,651
Total
1,023,086
Page 2 of 3

Total Previous Tract Area +/-1,200,442
Total Proposed Tract Area +/-1,207,496
Total Impervious Area Previously Permitted
Tract K, M, and Lot A2 BUA (Square Feet)
K 1,276,941
M 1,034,034
A2 17,841
Total 2,328,816
Total Impervious Area Proposed
Lots Kl, K2, K3, K4, M1, M2, and A2
K1 (Harris Teeter Tract)
BUA (Square Feet)
753,152
K3, K4, M2, and A2 (Lowes Tract) 552,578
K2 and M1 (Lots 8-13, Roads, and Reserve) 1,023,086
Total 2,328,816
The total area of the commercial site has not changed. The total impervious
area has not changed. The purpose of this permit modification is simply to
further subdivide the land still owned by the applicant and record amended
deed restrictions accordingly.
Page 3 of 3

VICINITY MAP

Waterford, Leland, North Carolina, USA - Google Maps
Page I of I
Address Old Waterford Way
G 0 ( + q te- Leland, NC 28451
Maps
Elie
IM
Notes Location Map
Waterford State Stormwater Permit
Modification
SW8 020510 MOD
Clairmont
COttflnwpod Ln SE
02008 Google - Map data 02008 NAVrEQ- - Terms of Use
http://maps.google.comlmaps?f--q&hl=;en&geocode=&q=Waterford,+Leland,+North+Car... 5/27/2008

RE: waterford narrative
Subject: RE: waterford narrative
From: "Noelle Winstead"<[e-mail]>
Date: Thu, 3 Jul 2008 11:52:58 -0400
To: "Christine Nelson" <[e-mail]>, "Mike Tackett"
<[e-mail]>
This is the final accurate narrative. Thank you for your assistance.
-----Original Message -----
From: Christine Nelson[mailto:[e-mail]]
Sent: Thursday, July 03, 2008 10:59 AM
To: Noelle Winstead; Mike Tackett
Subject: waterford narrative
Noelle and Mike,
I left a message for Noelle, but I thought I'd send an e-mail just in
case... Can I get a pdf of the updated narrative showing the latest DA
for tract 0? The plans looked fine, but the narrative is now not
consistent with the table on the plans.
Thanks,
Christine
F__ -
Waterford Commercial Narrative.doc
I
Content -Description: Waterford Commercial Narrative.doc
Content -Type: application/msword
Content -Encoding: base64 --- —1
IofI
7/3/2008 11:55 AM

CAPE FEAR
Nr- Engineering, Inc.
151 Poore —, suns 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To
INCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Christine Nelson
Date: June 30, 2008
File: 650-30 "36"
Subject: Waterford Commercial
SW8 020510MOD
Express Stormwater Add. Info.
® As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity Drawing No. Description
2 Copies of Revised Plans
REMARKS If you have any questions or comments please contact me at 910.470.1940 or 910.383.1044.
Thank you.
CC: File Cape F ar ng' eeri , Inc.
File: Signed:
ike Tackett
Received By:
Date:
Transmittal -SW DENR 6-30-08

RE: 2nd request for additional info: SW Project No. 020510 MOD ...
Subject: RE: 2nd request for additional info: SW Project No. 020510 MOD - Waterford
From: "Noelle Winstead"<[e-mail]>
Date: Fri, 27 Jun 2008 12:17:10 -0400
To: "Christine Nelson" <[e-mail]>
CC: <[e-mail]>
Please do not send anymore e-mail correspondence to Bert Exum. He feels
very strongly that he pays Cape Fear to handle these matters and does
not wish to be copied on every minor detail.
I will get with Mike immediately and get this last item resolved.
Thank you,
Noelle
-----Original Message -----
From: Christine Nelson[mailto:[e-mail]]
Sent: Friday, June 27, 2008 11:48 AM
To: [e-mail]; Mike Tackett
Cc: Noelle Winstead; Janet Russell
Subject: 2nd request for additional info: SW Project No. 020510 MOD -
Waterford
I have attached a pdf version of my 2nd request for additional
information for Stormwater Project SW8 020510 - Waterford. I will also
send copies in the mail.
Please let me know if you have questions.
Christine
Express Stormwater Permitting
NC-DENR
1 of 1 7/3/2008 10:19 AM

O�O� W AT �9QG
r
June 27, 2008
Bert Exum, President
WDV, Inc.
PO Box 1967
Wilmington, NC 28402
Subject: Request for Additional Information
Stormwater Project No. SW8 020510
Waterford
Brunswick County
Dear Mr. Exum:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colleen H. Sullins Director
Division of Water Quality
The Wilmington Regional Office received a State Stormwater Management Permit Application
for the modification of Waterford on June 4, 2008. A preliminary review of that information has
determined that the following information is needed to continue the stormwater review:
Verify the summary table listed on coversheet of the plans submitted on June 19,
2008. The total drainage area identified on this coversheet does not match the
original permit. The permit was issued for a drainage area of 25,216,877 square
feet; however the latest version of the summary table indicates that the drainage
area is 25,240,322 square feet. Please verify the plans and other supporting
documentation are correct to ensure consistency in the application documents and
with the original permit.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to July 4, 2008, or the
application will be returned as incomplete. The return_ of a project will necessitate resubmittal of
all required items, including the application fee.
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. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
(k4"we� "
Christine Nelson
Environmental Engineer
ENB/can: S:IWQSISTORMWATERIADDINF0120081020510.jun08 06272008
cc: Mike Tackett, Cape Fear Engineering
Christine Nelson
Wilmington Regional Office
ie
VCrakaro 8
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwatergualily.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

2nd request for additional info: SW Project No. 020510 MOD - Waterford
Subject: 2nd request for additional info: SW Project No. 020510 MOD - Waterford
From: Christine Nelson <[e-mail]>
Date: Fri, 27 Jun 2008 11:47:51 -0400
To: [e-mail], [e-mail]
CC: Noelle Winstead <[e-mail]>, Janet Russell
<[e-mail]>
I have attached a pdf version of my 2nd request for additional information for
Stormwater Project SW8 020510 - Waterford. I will also send copies in the mail.
Please let me know if you have questions.
Christine
Express Stormwater Permitting
NC-DENR
Content -Type: application/pdf
020510MOD -Waterford 06272008.pdf Content -Encoding: base64
1 of 1 6/27/2008 11:48 AM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
June 17, 2008
Bert Exum, President
WDV, Inc.
PO Box 1967
Wilmington, NC 28402
Subject: Request for Additional Information
Stormwater Project No. SW8 020510
Waterford
Brunswick County
Dear Mr. Exum:
The Wilmington Regional Office received a State Stormwater Management Permit Application
for Waterford on June 4, 2008. A preliminary review of that information has determined that
the following information is needed to continue the stormwater review:
1. Verify the summary table listed on coversheet of the plans. It appears that the site
areas presented for the various tracts do not add up to the total site area. Please
check to make sere that the plans and other supporting documentation are updated
accordingly and verify all numbers are correct to ensure consistency in the
application. documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to June 26, 2008, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
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. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
CL-k;�, w6l�j
Christine Nelson
Environmental Engineer
ENB/can: S:\WQS\STORMWATER\ADDINFO\2008\020510.jun08
cc: Mike Tackett, Cape Fear cn igineerin �g
Christine Nelson
.Wilmington Regional Office
None Carolina
;Vaturali'm
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwatergualitv.ora Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledf10% Post Consumer Paper

State Stormwater Permit Application Tracking Cover Sheet
Wilmin-eton Reeional Office
Project Name:
WATERFORD COMMERCIAL
Project Category:
MOD
Project Type:
HD - DETENTION POND
App Accept Date:
6/4/2008
Application Fee Amt.
$ A4
Fee Check Number:
< O�y
Reviewer Name:
NELSON, CHRISTINE
Record the following information from BIMS after nroiect has been entered!
Permit Number (BIMS):
Please update the SW Access System by entering the Permit Number for the nroiect►
Date Entered in Access:
Entered in Access By:
Date Printed: 6/4/200811:12:11 AM

0
LO
0
U')
co
C)
q
0
CD
0 CV
CD
0
LO cf
0
Lf) C
It (1)
69 tm
2
a.
110
co
(D
E CIS
:3
Z 13
CD
0.
�
UU
0 �
� �
'Ca
Ca 0 00
❑
CO
19
10 0
CB -pepnjoujq­,,Aj!,_S
co
C)
CY
csi
rm
cc
Ln
,41
Ln
0
0
0
O
U-1
7 o
Lri
0
O
Ln
o
0
0
0
F-
L2
UJ
g
0 0

CAPE FEAR
Engineering, Inc.
151 Poole Road, Suite 100
BeMlle, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To
JNCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Christine Nelson
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: June 3, 2008
File: 650-30 "36"
Subject: Waterford Commercial
SW8 020510MOD
Express Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
LAIRS
Quantity
Drawing No.
Description
2
Copies Modified Plans
1
Express Permit Review Request
1
Stormwater Express Questionnaire
1
Copy Annual Business Report
1
Original Stormwater Management Permit Application
1
Stormwater Design Narrative
1
Original High Density Deed Restrictions w/ Attachment A
1
Copy Recorded Deed Restrictions
1
Copy Designer's Stormwater Certification
1
Copy State Stormwater Permit
1
Express Application Fee $4,000.00
REMARKS If you have any questions or comments please contact me at 910.470.1940 or 910.383.1044
Thank you.
CC: File Cape Fear ngineenn , Inc.
File: Signed:
Mike , ackett
Received By:
Date:
Transmittal -SW DENR 6-2-08

Revised ZTarrative for SW8 020510 Modification
Subject: Revised Narrative for SW8 020510 Modification
From: "Noelle Winstead"<[e-mail]>
Date: Tue, 3 Jun 2008 18:55:54 -0400
To: <[e-mail]>
CC: <[e-mail]>, "Mike Tackett" <[e-mail]>
Christine,
Attached is the revised narrative. I added BUA to the lists for clarification and added the previous total tract
area and the proposed total tract area for Tract O. If you have any questions, please call me at 470-1940 or
e-mail me.
Thank you,
Noelle Winstead
Cape Fear Engineering Inc.
aterford Commercial Narrative.
Content -Description: Waterford Commercial
Narrative.pdf
Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 6/4/2008 9:22 AM

02,W� 10
North Carolina Department of Environment and
Natural Resources
Am. Request for Express Permit Review
NCD
For DENR Use ONLY
Reviewer: co 0
Submit !e `3
Time: "ti00 I
, � 2-�
,FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review, FAX or Ema Confirm 0 press
Coordinator along with a completed DETAILED narrative, site Wan.(PDF file) and. vicinity map (same items expected in the appllcation packa-ge
of the project location. Include this form in the application package.
• Asheville. Region-Allson Davidson 828-296.4698;alison.dalddson{ ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; #ayid,lcoQu_.ncmAll net
_ �_t!
• Mooresville & -Patrick Grogan .704,663-3772 or cairick g1Wgn CNncrnail:net
Washington Region -Lyn Hardison 252-946.9215 orlyn�hiky i qn �ncma l�net
• Wilmington Region -Janet Russell 910-350.2004 or jrgyr ru�sell(atncmail,nst
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: WATERFORD COMMERCIAL County, BRUNSWICK
Applicant: BERT EXUM Company: WDV, INC.
Address: P.O. BOX 1967 City: WILMINGTON State: NC Zip: 28402
Phone:[phone] Fax: - - Email: bertextamCa aol.com
Project is Drains into JACKEY5 CREEK, C:SW waters Project Located in CAPE FEAR River Basin
Engineer/Consultant: MIKE TACKETT/ NOELLE WINSTEAD Company: CAPE FEAR ENGINEERING INC
Address:151 POOLE ROAD SUITE 100 City: BELVILLE, State: NC Zip: 28451
Phone: [phone] Fax::[phone] Email: mike.tackeq [e-mail]
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWO, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: 0 # of stream calls — Please attach TOPO map marking the areas in questions
® state stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
El High Density -Bio-Retention _ # Treatment Systems [] High Density —Constructive Wetlands _, # Treatment Systems
Z High Density -Other _ # Treatment Systems ❑ MODIFICATION SW (Provide permit#)
El Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.(CK # (for DENR use))
❑ Wetlands (401): Check all that apoly Isolated wetland on Property ❑ Yes ® No
Wetlands on Site ❑ Yes ® No Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Minor Variance : ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No Major General Variance ❑ No ❑ YES
404 Application in. Process wl US ALOE: ❑ Yes ❑ No 401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No Perennial, Blue line stream, etc on site ❑ yes ❑ No
For nENR use only
Fee Split for multi pie hermits: Check# Total fee Amount $
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance Ma Min) $
SW ❑ HD, ❑ LD, ❑ Gen $ 401,
LQS $ Stream Deter,_ $
MAY 2 9 2008
DWQ
PROJ #

Project Name Waterford
Stormwater Express Questionnaire (6115/2007)
A. What is the applicant's full legal name? Bert Exum
Qif a corporation, LLC or Partnership Is invoLved, what Is that name? WDv, Inc .
If it's an LLC, Is it ❑ manager -managed or [] member -managed?
What is the applicant's title within the corporation, LLC or partnership? President
Will an agent (someone otherthan the applicant} be signing the application? x es o
If Yes, what is the agent's name and title?
OPlease note the application signature requirements are listed in !yCAC 2H.1003 (e). In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member -
manager, president or vice president of s corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can accepted only i accompanied byy a signed
letter of authorization from one of the aforementioned inddi�vidua/s. 'Corporations, LL.C's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization, and punctuation are extremely important. Please provide the
entity name exactly as on file with the NC Secretary of State.
2
Where is the project located?
County Brunswick Nearest TownlCity Lel-and
(Attach a eta a vrcrnr y map with 4ofh local street names an , or interstate
highway numbers, plus other relevant lnformatiorf such as town or city names, directions to, etc.
'ntQrsectlon A 1, 2
Show the nearest of two major roads on the vicinity map. major road is any or
3 digit NC, US or Interstate highway.)
If the project is located in Brunswick, Onslow or New Hanover Counties, NPDES Phase I/ Post -
Construction rules will apply.
3.
What is the name of the receiving stream? Jackeys Creek
What River Basin Is It located in? Cape Fear
What is the classification of the receiving stream? C sw
For SA or SR waters, a separate scaled topograp rc map w1fi be required. The project must e
accurately located on the map and the '2 mile radius from the property comer closest to the SA
or SR receiving stream must be drawn on the map.
4.
If the project is high density, what type of stormwater management BMP's are being proposed?
(check all that apply)
Wet Detention Infiltration Trench Infiltration Basin Sand Filter
B
Blo-retentlon Wetlands Alternative Offslte
Dry Detention Other Non -discharging Pond System (already permitted)
How many separate BMP's are being proposed? 1 2 3 4 5 6 7 8 9 10 11 12 Other 0
5.
Is there. offsite runoff from the adjacent properties or public right-of-way that will draln Into any of
the proposed BMP's on the project and Is not being diverted? ❑ Yes. © No
8.
Is an access road across other property required to access the project? ❑ Yes ff] No
7.
Is there any existing .development orpre-1988 existing BUA located on the properryy?
(Please provide documentation & derineate and Ident►fy on the plans.) LJ Yes ®No
8.
For high density projects, has all of the proposed SUA been collected? ® Yes ❑ No
(if not, attach a separate explanation sheet)
E l ! V E
Page 1 of 2
D
MAY L 9 2G08
DW Q
PROJ #

Project Name Waterford
9. Will the project invoolve the subdivision and sale of property? ❑ Yes Q No
Is the subdivision U residential or [M commercial?
How many Lots are proposed? 6 New Tots
(Dead restrictions are required for all res en a , commercial, low density or high density Sub-
divisions. Specific language for the various types of subdivisions Is available from DEAR.)
10. Have the wetlands been delineated? Q Yes ❑ No
(All prooects require either a signed wetlands delineation map or a wetlands report to be
subml ed with the application. Only a trained professional may provide Information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be located d acent
wetlands? L1 Yes ❑x No
(if, yes, a physical means to prevent the dewatering of the wetland must be provided, or the
SHWF must be provided to demonstrate that the permanent pool of the. SUP is above the
SHWi and will not dewater the wetlands over time. Where possible, all BMP's and swales
should outlet Into back the wetland (with level spreaders).
12. For infiltration projects, has a site visit been completed with the DENR soils scientist to verify the
soil type, water tale and infiltration rate provided In the soils report? N/A ❑ Yes ❑ No
If yes, what was the date of the site visit?
Include a copy of the consultant's soil report with the application,
13. Does the project propose Level Spreaders at the outlet of all engineered controls and steles
prior to entering surface waters or wetlands? N/A ❑ Yes IJ No
(The purpose of the level spreader is to reduce the energy of the Incoming runoff and to
promote diffuse shoot flow to prevent erosion and scour Into the receiving waters or wetlands.)
14. Is this project a modification to an existing permit, part of a larger subdivision, r Is it a lot that
will be treated In a BMP under a previously issued permit? ].Yes ❑ No
if yes, what is the name of the permitted facility? Waterford
What is the permit number of the permitted facility? SW8 020510 Mon
Is the permitted facility In compliance with Its permit esVNo
o
Have the deed restrictions been recorded? old recorded, new proposed X Yeso
Have the dead restrictions been submitted? -unknown- Yes
Has the Designers Certification been submitted? Yeso
15. Do the plans reflect all Information as listed in 15A NCAC 2H.1003 (g)? .❑x Yes ❑ No
16. Have all of the design requirements of each proposed BMP been met? [l Yes ❑ No
lIf not, attach a separate explanation shoot. Please note that the Express program Is not set up
to handle any type of deviationfrom the standard design.)
17. For each BMP in ail high density projects, and low density curb outlet swale projects, has a
drainage area delineation map been provided? Ej Yes ❑ No
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations, application, and supplements should be reviewed for any
necessary changes. For example, changing the orifice size will require a modification to the
calculations, the pond details on the plans, and page 1 of the supplement.
Page 2 of 2

Waterford Commercial
State Stormwater Permit No. SW8 020510 Modification
Waterford is a mixed -use residential and commercial development located off NC Hwy 17 and
Old Waterford Way in Leland, Brunswick County. The project site drains to lackeys Creek, class
C,Sw, in the Cape Fear River Basin. The parcel ID number is 030005560 for the area of the
commercial tract still owned by the applicant.
State Stormwater Permit Number SW8 020510 covers the entire Waterford Development. This
modification is only for the commercial area. This permit was last modified to accommodate
the proposed Loaves Tract and to add an entrance road off NC Hwy 17 (note that the entrance
road has shifted due to NCDOT requirements). The purpose of this modification is to further
subdivide the remaining area owned by the applicant to accommodate future outparcels. Deed
restrictions were previously recordedto limit the original commercial tracts M and K to 85%
built -upon area. There are proposed "new" deed restrictions included with this submittal that
will be recorded upon issuance of the permit. modification and prior to the sale of any lot. No
changes to the overall impervious area or the stormwater treatment system are proposed at
this time.
Approximately 1,230,77.7 square feet of commercial land within the Waterford Development is
currently retained by the applicant. This area was last permitted as Lots M1 and K2 with a total
of 1,023,086 square feet of built -upon area allocated. Lots M1 and K2 will now be combined
and subdivided into 6 Lots. In addition, the total area of Tract A will be reduced by 7,054
square feet to provide future road frontage to the proposed Lot 13. A summary of the
proposed changes are listed below:
Tract A
The total area of Tract.A will be reduced by 7054 square feet. This area will be added to Lot 13
(see Lots K2 and M1). No change to the allocated built -upon area is proposed. It should be
noted that Lot A2 is now included in the Lowes Tract.
Tract A
Square. Feet
Roads
222,437
Sidewalk/Parking
10,459
A2 (Lowes)
17,841
Total
250,737
Total Previous Tract Area +/-1,130,818
Total Proposed Tract Area +/-1,123,764
pECEIVE
MAY 2 9 2008
Dwa
PROD #
Page 1 of 3

Lot K1
There are no proposed changes to Lot K1. The Tract was purchased by others to development
the Harris Teeter Site and an off -site permit has been secured by others. The owner of this
property is responsible to record deed restrictions for the four lots that are subdivided from Lot
K1.
Lot K1 Square Feet
K1 753,152
Lots A2, K3, K4, and M2
Lots A2, K3, K4, and M2 were previously joined to create the Lowes Tract which has an off -site
permit. No change to the allocated built -upon area is proposed. Although the final subdivision
of this land has not yet occurred, the future owner of this property is responsible to record
deed restrictions for any lots that are subdivided from these tracts. The total built -upon area
allocated to theses lots is listed below:
Lowes
Square Feet
A2
17,841
K3
291,619
K4
51,3.9.6
M2
191,722
Total
552,578
Lots K2 and M1 (Proposed Lots 8-13)
Lots K2 and M1 have been retained by the applicant. These two lots will now be combined to
create Lots 8 -13 and an access road. Due to the buildable land left outside of the existing pond
system and berm buffer between the residential and commercial area, the amount of
impervious surface allocated to this commercial area (1,023,086 square feet) cannot be
constructed in this area. It will be referred to as "Reserve" built -upon area.
Lots K2 and M1
Square Feet
Roads
66,536
Lot 8
35,789
Lot 9
63,430
Lot 10
58,217
Lot 11
44,084
Lot 12
577,309
Lot 13
54,070
Reserve
123,651
Total
1,023,086
Page 2 of 3

Total Impervious Area .Previously Permitted
Tract K, M, and. Lot. A2 Square Feet
K 1,276,941
M 1,034,034
A2 17,841
Total 2,328,816
Total Impervious Area Proposed
Lots K1, K2, K3, K4, M1, M2, and A2 Square Feet
K! (Harris Teeter Tract) 753,152
K3, K4, M2, and A2 (Lowes Tract) 552,578
K2 and M1 (Lots 8-13, Roads, and Reserve) 1023 086
Total 2,328,816
Page 3 of 3

r
NO
I1 / /
w / it
4� I II
1
j
V
t I 1
I spa•'` �
t pvp
.�... Odd
Al�
IN
r
/s ON
i oo•
s �
77.
s '
lb 1P
Il
I�ECE'VED
MAY 2 9 2008
�wca
PROJ # _�--

,�,� \ i �,. ter. -�' �
lo
8 4"ll
A I
'0 ft)tS
TVa�ECIV ED
E
MAY 2 9 2008
DWQ
PROJ #

Express Stbrmwater Permit Request for Waterford Commercial and ...
Subject: Express Stormwater Permit Request for Waterford Commercial and Zaxsby's
From: "Meridith Butler" <[e-mail]>
Date: Wed, 28 May 2008 17:39:38 -0400
To: <[e-mail]>
CC: "Mike Tackett" <[e-mail]>, "Noelle Winstead"
<[e-mail]>
Janet,
Attached is a complete Express Stormwater Permit Request for Waterford Commercial. We
determined after we submitted the Express Request Form for Zaxsby's, an off -site outparcel, that it is
necessary to modify the master plan once again. We have prepared the modification to the master plan
and the permit application package for Zaxsby's. Due to the fact that Chris Baker last modified the
master permit and the Lowes Tract within this commercial development, we are requesting that he
also review these two packages concurrently.
Both applicants' will either be present or on conference call. We will be available anytime after
Monday, June 2.
Included with the attached requested is the following:
1) Request for Express permit Review Form
2) Express Questionnaire Form
3) Annual Report from Secretary of State
4) Project Narrative
5) State Stormwater Management Permit Application Form (version 03.27.08)
6) Proposed Deed Restrictions
7) Recorded Deed Restrictions
8) P.E. Certification
9) Location Map
10) Site Maps
Please contact Mike and Noelle at your earliest convenience to schedule a submittal date.
Sincerely,
Meridith B. Butler
Cape Fear Engineering
151 Poole Rd.
Belville, NC 28451
[phone]
E C E I V E
MAY 2 9 2008
DWD
PROJ #
Notice: The information contained in this message is intended only for use of the individual(s) named
above and may contain confidential, proprietary or legally privileged information. No confidentiality
1 of 2 ✓/29/2008 LJJ
" AM,

about:blank
May 29, 2008
Waterford Commercial - Modification
Zaxby's - Off Site Permit
The Express stormwater submittal meetings for the above -referenced projects have been scheduled as
noted:
Waterford / Christine Nelson on June 3, 2008 at 2:00 PM here in the Wilmington Regional Office
Zaxby's / Christine Nelson on June 3, 2008 at 3:00 PM
An individual representing each applicant must attend their respective meetings.
Please review the submittal requirements, attachment as soon as possible.
Please respond within 2 business days to confirm and reserve the submittal meeting date.
Thanks,
Janet Russell
Express Coordinator
1 of 1 5/29/'

RE: Wate€ford Commercial & Zaxby's
Subject: RE: Waterford Commercial & Zaxby's
From: "Mike Tackett" <[e-mail]>
Date: Mon, 2 Jun 2008 13:51:27 -0400
To: "Janet Russell" <[e-mail]>
Janet,
We accept the dates for the reviews, as shown below.
A representative for Waterford will be there.
Mr. Lindstrom will attend via phone conference for Zaxby's.
Thanks,
Michael Tackett, PLS
Teal Team
Cape Fear Engineering, Inc.
151 Poole Road
Belville, NC 28451
910-383-1044 (voice)
910-383-1045 (fax)
Notice: The information contained in this message is intended only for
use of the individual(s) named above and may contain confidential,
proprietary or legally privileged information. No confidentiality or
privilege is waived or lost by any mistransmission. If you are not the
intended recipient of this message you are hereby notified that you must
not use, disseminate, copy it in any form or take any action in reliance
of it. If you have received this message in error please delete it and
any copies of it and notify the sender immediately.
-----Original Message -----
From: Janet Russell [ mailto: Janet. Russell@ncmail. net)
Sent: Thursday, May 29, 2008 11:42 AM
To: Mike Tackett; Larry G. Gilman; Noelle Winstead; [e-mail];
[e-mail]
Subject: Waterford Commercial & Zaxby's
May 29, 2008
Waterford Commercial - Modification
Zaxby's - Off Site Permit
The Express stormwater submittal meetings for the above -referenced
projects have been scheduled as noted:
*Waterford / Christine Nelson on June 3, 2008 at 2:00 PM * here in the
Wilmington Regional Office
*Zaxby's / Christine Nelson on June 3, 2008 at 3:00 PM
An individual representing each applicant must attend their respective
meetings.
_Please review the submittal requirements, attachment as soon as
possible_
Please respond within 2 business days to confirm and reserve the
submittal meeting date.
Thanks,
Janet Russell
1 of 2 F

0� F W A T �RQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
>_ - �!
O •,.. 'C Coleen H. Sullins Director
Division of Water Quality
May 5, 2008
Martin Debrovner, Vice Chairman S�
Weingarten Nostat, Inc. 0Z0
9420 Forum Drive, Suite 101
Raleigh, NC 27615
Subject: REQUEST FOR RECORDED DEED RESTRICTIONS
Waterford Commercial Development & Harris Teeter
Stormwater Project No. SW8 061114
Brunswick County
Dear Mr. Debrovner:
On February 26, 2007, the Wilmington Regional Office issued a Stormwater Management Permit to you
for Waterford Commercial Development & Harris Teeter. Per the requirements of the permit, a copy of
the recorded deed restrictions must be forwarded within 30 days of the date of recording. A review of
our files indicates that, as of this date, a copy of the recorded deed restrictions has not been received in
this Office.
An application for Smithfield's BBQ Restaurant, one of the outparcels covered by the permit, has been
received. The recorded deed restriction document that accompanied that application indicated that the
ourparcels were restricted to 85% of their lot area. This is not in accordance with the language required
by the permit, which restricts each outparcel to an actual numerical amount. The deed restrictions will
need to be amended to be worded per the permit, recorded and a copy of the recorded document
submitted to the Division prior to processing the offsite permit application for Smithfields or any other
outparcel covered by the permit.
In addition, the offsite stormwater pond that serves this project under SW8 020510, will need to be
certified by an appropriate professional that it has been constructed per the listed permit design
requirements and NCAC 2H.1000. This certification, or a partial certification, will be required prior to
issuing offsite permits for any of the outparcels covered by this permit. The Division is requesting that
Bert Exum and WDV, LLC, submit a copy of the Designer's certification.
Failure to record and/or provide a copy of the recorded. deed restrictions prior to selling lots is a
violation of your permit, and subject to enforcement action. Please forward a copy of the recorded deed
restrictions to this Office at the address below by June 5, 2008, or enforcement action may be initiated
and may include recommendations for civil penalties and revocation of the permit.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer III
ENB/arl: S:IWQSISTORMWATERIDEEDREST1061114.may08
cc: Delaney Aycock, Brunswick County inspections
Brian Cheshire, Smithfields
Bert Exum, WDV, LLC
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: www.newateraualitv.org Fax [phone]
One
Np�rth►Carolina
NatmAdly
Customer Service
1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

DETENTION POND ANALYSIS
FILE NAME: S:\WQS\STORMWATER\EXCELSPREADSHEETS\POND\020510mod.dec06.WK'
PROJECT #: SW8 020510mod.dec06 Reviewer: R. Hall
PROJECT NAME: Waterford
DATE: 15-Feb-07
Receiving Stream: Jackey's Creek Class: C Svc
Drainage Basin: Cape Fear Index No. CPF17 18-77-3
Site Area acres
Drainage Area 252f $__ �b ; square feet Area = 578.90 acres
IMPERVIOUS AREAS
Lots
Streets
Parking & SW
Other
TOTAL
SURFACE AREA CALCULATION
% IMPERVIOUS 39.16%
Des. Depth 6
TSS: 90
4397273.00 square feet
1680393.00 square feet
184264.00 square feet
3612426.00 square feet
square feet
square feet
987435608 � square feet
VOLUME CALCULATION
Rational ?*
Des. Storm
40
inches
Rv=
0.40
Bottom
13 msl
Perm. PooltxQ;
msl .............
Design Pool
23 msl
Design SA
3123260 sf
Req. Volume
33.82.5.88
cf
Prov. Volume
::::::::::::...................
3836768
cf
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
1.00
ft
19.575
cfs
7.830
cfs
............................
F'`'>'_
weir H x W
» ` f -:E
days
Rational C
Rational Cc= 0.12
SA/DA Ratio 2.06%
Req. SA 518935 sf
Prov. SA 312326fl sf
* place a "1"
in the box if Rational is used
SA
Volume
IPond1
22283
52370
Pond 2,5
98284
218521
Pond 3
140573
310426
Pond 4
26514
--
Pond 8
1745187
1802405
Pond 9
102315
109715
Pond 10-13
896825
933778
Pond14
91279
209553
Total
3123260
3636768
Q2 Area =
585.43
sq. in.
Q5 Area =
234.17
sq. in.
Orifice Area
0.00
sq. in.
Q=
0.000
cfs
in
x
i n
COMMENTS
Surface Area, Volume and Orifice are within Design Guidelines
Non -discharging pond. Holds appox. 4" of rain. Recirculates water and uses for irrigation.

Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENTOF-7-HE
SecretSecretaty SECRETARYOF ST ATE
Corporations
°Corporations Home
Important Notice
iDCorporations FAQ
°Tobacco Manufacturers
3Dissolution Reports
Non -Profit Reports
Verify Certification
k00nline Annual Reports
IKBBE B2B Annual Reports
Links
OSecretary Of State Home
Register for E-Procurement
IDDept. of Revenue
Legislation
ell999 Senate Bills
02001 Bill Summaries
SAnnual Reports 1997
sCorporations 1997
Search
�By Corporate Name
3For New Corporation
OBy Registered Agent
Online Orders
Start An Order
,VNew Payment Procedures
Contact Us
OCorporations Division
jSecretary of State's web site
Print
OPrintable Page (New Window)
Printable Page (This Window)
JHide Menu
ISO Box 29622 Ra*gh, NC 27'62"822 (919)807-MOO
Date: 12/1 /2006
Click here to:
View Document Filings I
mF'Print apre-populated Annual Report Form I Annual Report Count I F
an Annual Report I
Corporation Names
Name Name Type
I�t✓ WDV, Inc. Legal
Business Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Stock
0628550
Current -Active
4/23/2002
Domestic
NC
Perpetual
Exum, Robert C.G.
503 Olde Waterford Way, Suite 200
Leland NC 28451
PO Box 1967
Wilmington NC 28402
151 Poole Rd, Suite 103
Belville NC 28451
PO Box 1967 -
Wilmington NC 28402
Class Shares No Par Value Par Value
Common 100000 Yes NIA
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemld=5459781 12/1/2006

d4-22-02 12:01 From-NURU ISON TAYLOR d GIBSON LLP
SOSID: 628550
2 i i 3 9031 Date Filed: 4/23/2002 9:38 AM
Elaine F. Marshall
North Carolina Secretary of State
ARTICLES OF INCORPORATION
OF
WIM INC.
1. the undersiped natural person of the age of eighteen years or more, do hereby organize a
business corporation under the laws of the State of Noah Carolina, as contained in Chapter 55 of the
General Statutes of Notch Carolina, entitled `North Carolina Business Corporation Act", and ail
amendments thereto, and to that sud do hereby set forth the following:
I. NAME
The name of the corporation is WDV, INC,
II. FIIR!"f:
The purpose for which the corporation is organized is to engage in any lawful act or activity
for which the corporation may be organized unifier the North Caroluu Business Corporation Act.
Ul. CAPITAL STOCK
The total r1t4mber of shares the corporation shall have authority to issue is Ono Hoa4rcd
Thousand (100,000). These shares shall be all of one class, designated as common stock, w11h no
par value.
IV, REGISTERED OFFICE AND AGENT
The address of the irrit}al registered office of the corporation is 6314 Oleander Drive,
Suite C. Wilmington, New Hanover County, North Carolina 28403, and the name of the initial
registered agent at such address'is Robert C. G. €x=. The manning address and principal office of
the corporation is 6314 Oleander Drive, Suite C, Wilmington, New Hanover County, North
Carolina 28403.
V. NAME AND ADDRESS OF INCORPORATOR
The name and street address of the incorporator are:
a= Streel Acid
Roberr C. G. Exum 6314 Oleander Drive, Suite C
Wilmngton, NC 28403
33561

0+4-22-02 12:02 From-MURCHISON TAYLOR d GIA50N LLP T-935 P.05/05 F-003
V1. LIMITATION Of [.IABILffV
No director of the corporation shall have personal liability arising out of an action whether
by or in the right of the co.*poratihtt or otherwise for monetary da.ruges for breach of any duty as a
director; provided, however, that the foregoing shalt not limit or elintutate the personal liabiliry of a
director with respect to (i) acts or omissions that such director at the time of such breach knew or
believed were clearly in conflict wick the best interests of the corporation, (it) any liability under
Section 55-8.33 of the North Carolina General Statutes or any successor provision. (iii) any
transaction from which such director derived an improper personal benefit, or (iv) acre or omissions
oc wring prior to the date of the effectiveness of this Article V1. As used in this Article V1, the rrrm
"improper personal benefit" does not include a duectoes reasonable compensation or other
reasonable incidental benefit for or on account of his or her services as a director, officer, employee,
independent: contractor, anar icy,:or consultant of the corporation.
Furthermore, notwithstanding the foregoing provision, in the event that Section 55-2-02 or
any other provision of the North'Carolina General Statutes is amended or enacted to permit fiuther
limitation or elimination of the personal liability of directors of corpomtions, the personal liability of
the corporation's directors shall be limited or eliminated to the fullest extent permitted by the
applicable law.
This Article Vf shall not affect any prMision permitted under the North Carolina General
Statutes in the articles of itiearporation, bylaws or corrtwt or resolution of the corporation
indemnifying or agreeing no intletrutify a director against personal liability. Any repeal or
modification of this Article Vl shall not adversely affect any limitation hounder on the personal
liability of the director with respect io acm or omissions occurring prior to sucb repeal or
modification.
These articles of incorporation shall be effective upon filing
IN TESTIMONY WHEREOF, l have hereunto set my had and seal to these Articles of
Incorporation of WAV, INC.
This the 22"4 day of April. 2002.
33580
C�— G(SEAL)
G. Stephen Diab, incorporator

CO-479 (42) Business Corporation
9.19-03 North Carolina Annual Report
SOSED: 0628550
Date Filed: 12/12/2005 9:05:00 AM
Elaine F. Marshall
Use this North Carolina Secretary of State
Contact Annals!2005 311 00089
I
Name of Corporation: W . D . V . INC .
State of Incorporation: -NC Fiscal Yee, Ending: 12 31 0 4
Month / ay l yew
Secretary of State Corp. ID Number: Federal Employer ID Number: 4 6 — 0 4 7 8 7 3 7
It this Is the initial annual report filing, you must Complete the entire form. 9 your business corporation's
Information has not changed since the pmlous report cheek the box and complete Una 7 only. ♦ ❑
i
1. Registered agent S registered ofte street address: (Must be a North Carolina Address)
Name: ROBERT C . G . EXUM
abeetAddras: 151 POOLE RD SUITE 103
cRy. saa. zip code: BELVILLE NC 28451
coumy: NEW HANOVER
2. Mailing address H different tram street address:
Maruq Address: PO BOX 19 6 7
cats, state. zip code: W ILMINGTON NC 28402
S. If registered agent charged. signature of new a
(signature oonstib as Conant a the apiwobrw"
4. Enter principal offlae address here and telephone number here:
Street Address: •i':� ;.ti / l PmO1.G SV17Z /Dal
t;ily,at te,zyrcod. _-:1=• ` SCLV/AGE IAM -�"-AV-+ 01 Taaphww 910-392-9325
5. Briefly desadba the nature W business: REAL ESTATE DEVELOPMENT
6. Enter name, No, and business address of principal Mom here.,
Complete Form CD-479A to list additional principal officers
Name: ROBERT C.G. EXUM Title: PRESIDENT
Address: 2024 LYNNWOOD DR
City: WILMINGTON state: NC zip. 28403
NOW.. Tide;
Address:
City: State. Zip:
Name: Title -
Address:
Cw- Slate: zip:
7. Cartifiestion of annul report (Must be compiled by off corporations).
Slynawre (FoAri must be epned by an othoer or corporation)
ROBERT C G EXUM
Type or Print Name
Dale
PRESIDENT
Iva
1111111111111 1111111111111111. 11111111111111111 lip,

FREELAND and KAUFFMAN, INC.
des - LAwsa4m A,ea-mmcrs
January 23, 2008
To: Chris Baker, NCDENR — Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
(910.796.7215)
Re; Waterford of the Carolioas
Leland, NC
Express Review Stormwater Pernit Modification Submittal Package
Permit No. SWF 020510 MOD
Dear Mr. Baker:
Pursuant to our pre -submittal meeting on 1 /22/08, please find enclosed the submittal documents
for the above -referenced Express Review Stormwater Permit. Included are the following:
• Express Review fee to NCDENR in the amount of $4,000.00
• (2) copies of the revised Stormwater Plans, Tracts A, K and M
• (2) copies of the overall Plan Revision summary drawing
• (1) copy of the "Plan Revision Narrative" which details the proposed changes to the
original permit document and plans
Please note that the original, signed Stormwater Permit Modification Application Form, with one
copy, will be hand -delivered to your office. Please process the enclosed information for the
Express Review. Should you have any questions or need additional information, ,please call me
directly at 864.672.3441 to discuss.
TMan,
Mike Ranks
QUIZ`�Y'Or
209 West Stone Avenue • Greenville, South Carolina 29609 - Telephone [phone] • Fax [phone]