SW8010706_HISTORICAL FILE_20071217

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 U i o101a
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 00-112 t-1
YYYYMMDD

\O�OF W A7-, Qq
December 17, 2007
Steven Arp, Member Manager
Success Properties, LLC
5411 Dunmore Road
Wilmington, NC 28409
Michael F Easley, Governor
William G Ross in, Secretary
North Carolina Department of Environment and Natural Resources
Subject: Stormwater Permit No. SW8 071208 Correction
Holiday Inn Express- - Belville — Lot 9
Project served by an Offsite System Permit No. SW8 010706
Modification to Waterford Commercial Phase II & III — Lot 9
Brunswick County
Dear Mr. Arp
Coleco H Sullins Director
Division of Water Quality
The Wilmington Regional Office issued Stormwater Management Permit No. SW8 071208
dated December 14, 2007, for project at Holiday Inn Express — Belville, Lot 9. The off -site permit
number and name, which this permit drains to, was Incorrectly stated in the text of the permit. This
memo is to correct those Items. Please replace page 2, 3, 4, and 5 of the permit with the attached
corrected pages.
The corrections listed above do not impact the approved plans or permitted stormwater control
system.
If you have any questions, please do not hesitate to call Mary Jean Naugle or me at (910) 796-
7215
Sinc ly,
E ward Beck
Regional Supervisor
Surface Water Protection Section
ENB\mjn S.\WQS\STORMWATER\PERMIT\071208Cor memo dec07
cc: Barry Guise, P.E., ESP Associates, P.A.
Brunswick County Budding Inspections
Brunswick County Engineering
D I. Logan, Manager DLBE Commercial Investments, LLC - offsite permittee for
Permit No. SW8 010706 Modification
Wilmington Regional Office
Central Files
M.J. Naugle N'o��C1hCarolma
Jvatura//y
North Carolina Drvision of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet a-ww nc�caleLituahtx_orn Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50 % Recycled110% Post Consumer Paper

State Stormwater Management System
Permit Number SW8 071208
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
Steven Arp, Manager and Success Properties, LLC
Holiday Inn Express - Belville
26 New Waterford Way, Belville, Brunswick County
FOR THE
Construction of impervious areas with runoff to be treated in an offsite permitted stormwater facility,
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. The stormwater runoff from the site will be routed to an offsite system operated
and maintained by D.l Logan and DLBE Commercial Investments, LLC under the terms and
conditions set forth in the latest version of Permit No. SW8 010706 Modification.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. The runoff associated with this project has been approved to be discharged into a stormwater
management system permitted under SW8 0.10706 Modification, as described in Section 17
on page 3 of this permit.
3. The built -upon area allotted to this development by Stormwater Management Permit No. SW8
010706 Modification, is 104,779 square feet. This project proposes 67,970 square feet. The
amount available for future development is 36,809 square feet Development of this future
BUA requires a modification to this permit.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
5. 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.
6. The runoff from the permitted built -upon area must be directed into the permitted stormwater
system.
Page 2 of 6

State Stormwater Management Systems
Permit Number SW8 071208
Pr 7 The following design criteria have been permitted as off -site drainage to Permit No SW8
010706 Modification for the wet detention pond and must be maintained in the system at all
times:
a. Drainage Area, acres.
Onsite, ftZ.
Offsite, ft2:
b Total Impervious Surfaces, ft2
Lots, ft2.
Onsite streets, ftZ.
Other onsite, ft2.
c Design Storm, inches.
J. Pond Depth, feet:
e TSS Removal Efficiency, %.
f Permanent Pool Elevation, FMSL
g. Permanent Pool Surface Area, ft2
h. Temporary Storage Elevation, FMSL
i. Permitted Storage Volume, ft':
j. Controlling Orifice:
k. Permitted Forebay Volume, ft'
I. Receiving Stream / River Basin.
m Stream Index Number
n. Classification of Water Body
II. SCHEDULE OF COMPLIANCE
23 3
1,014,948
Rerouted, per Engineer
865,570
817,186 (see Attachment A)
47,946
438 (pump station)
10
70
90
230
40,336
25.4
103,931
3 0" cp pipe
49,611
Jackeys Creek / Cape Fear
18-77-3
"C Sw"
The offsite 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 associated
with this project.
During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee is responsible for keeping the stormwater collection system on the lot clear of
debris, and keeping the site stabilized in accordance with the requirements of the NC Erosion
and Sediment Control Design Manual.
4. D.I. Logan and DLBE Commercial Investments, LLC, the offsite permittee, shall, at all times,
provide the operation and maintenance necessary to assure the permitted stormwater
management system functions at optimum efficiency The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
a Semiannual scheduled inspections (every 6 months)
b. Sediment removal
c Mowing and re -vegetation of side slopes.
d Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and
piping
q. Access to the outlet structure must be available at all times.
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
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 010706 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
D. 1. Logan & DLBE Commercial Investments, LLC
Waterford Commercial Phase Il & /// (formerly Magnolia Business Park)
NC Hwy 17, Belville, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions
of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 14, 2017 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described
in the application and other supporting data. This permit modifies Permit No. SW8 010706,
issued November 21, 2001, and modified September 23, 2004 and October 11, 2005.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.5 on page 3 of this permit. The subdivision is permitted for eighteen
(18) lots with a built -upon area of 817,186 ft2 total. Overall impervious area for the project is
865,570 ft2 on a project of 23.3 acres. Each lot is allowed a maximum amount of built -upon
area, in square feet, as listed by Attachment A to this permit. The built -upon area for the
eighteen (18) lots of this project replaces the previously permitted lot allotment.
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. Any out parcel lot sold to a different owner require a notification to this office and an off -site
permit.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
6. The following design criteria have been permitted for the wet detention pond and must be
maintained in the system at all times:
a. Drainage Area, acres: 23.3
Onsite, ftZ: 1,014,948
Offsite, ft2: Rerouted, per Engineer
b. Total Impervious Surfaces,
Lots, ftZ:
Onsite streets, ftZ:
Other onsite, ftZ:
C. Design Storm, inches:
d. Pond Depth, feet:
ftZ: 865,570
817,186
47,946
438 (pump station)
e. TSS Removal Efficiency, %:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ftZ:
h. Temporary Storage Elevation, FMSL:
i. Permitted Storage Volume, ft3:
I. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
Receiving Stream / River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.0
7.0
90
23.0
40,336
25.4
103,931
3.0" cp pipe
49,611
Jackeys Creek / Cape Fear
18-77-3
"C Sw"
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
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 Committee (ARC) is required to review plans for compliance with
the BUA limit, the plans reviewed must include sidewalks and driveways. Any approvals
given by the ARC do not relieve the lot owner of the responsibility to maintain compliance
with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit or the stormwater rules. 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.
Page 3 of 9

State Stormwater Management Systems
Permit No, SW8 010706 Modification
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, including built -upon area and
stormwater management.
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 the project area. The project area is defined
as all property owned by the permittee, for which Sedimentation and Erosion Control
Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
6. The Director may determine that other revisions to the project should require a modification
to the permit.
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. Decorative spray fountains will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used
only if they draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the shoreline.
d. The maximum horsepower for a fountain in this pond is'/. horsepower.
11. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
12. Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
13. Prior to transfer of the permit, the stormwater facilities must be inspected by DWQ personnel,
and determined to 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.
14. The permittee shall at all time provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, catch basins and piping.
g. Access to the outlet structure must be available at all times.
15. 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.
16. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area
per lot to the amount as shown on Attachment A to this permit. The recorded statements must
follow the form:
a. The maximum built -upon area per lot, in square feet, is limited to the amount listed on
Attachment A to Stormwater Management Permit No. SW8 010706 Modification issued
December 14, 2007. This allotted amount includes any built -upon area constructed within
the lot property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
b. The covenants pertaining to stormwater regulations may not be changed or deleted
without concurrence of the State.
C. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State.
d. All runoff on the lot must drain into the permitted system. This may be accomplished
through a variety of means including: a piped collection system which ultimately
discharges into the stormwater facility; appropriate grading of the lot such that the built -
upon surfaces drain into the facility; or graded swales which collect runoff and direct into
the stormwater facility.
e. Each lot within the subdivision, whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division of Water Quality and receive a permit prior to any construction on the lot.
17. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the
date of recording the plat, and prior to selling lots. The recorded copy must bear the signature
of the Permittee, the deed book number and page, and stamp/signature of the Register of
Deeds.
18. This permit shall become void 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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is 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, such as a copy of the deed of trust. Other supporting materials, such
as a signed Operation and Maintenance plan in the case of engineered systems, will also be
required. The project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
2. The permittee is responsible for compliance with all permit conditions until such time as the
Division approves the transfer.
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 re -issuance 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 fourteenth day of December 2007.
AL MANAGEMENT COMMISSION
for Coleen H. Sullins, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
ATTACHMENT A
IMPERVIOUS AREA PER LOT
WATERFORD COMMERCIAL PHASE II & III
December 14, 2007
Lot
Total Area,
sq.ft.
Total Area, ac.
Impervious
Area, sq.ft.
Impervious
Area, ac.
% Impervious
1
93,323
2.15
73,050
1.68
78.3
2 '
79,594
1.83
62,000
1.42
77.9
3
48,117
1.06
43,305
.95
90
4
30,664
0.70
26,984
0.60
88
5
30,092
.69
27,083
.62
90
6
62,866
1.44
58,780
1.35
93.5
7
.54,998
1.26
42,814
.98
77.9
8
47,049
1.08
31,382
.72
66.7
9
116,421
2.67
104.779
2.41
90
10
60,174
1.38
55,962
1.28
93
11
73,616
1.69
62,888
1.44
85.4
12
25,039
.57
23,787
.55
95
13
24,191
.55
22,981
.53
95
14
44,562
1.02
40,106
.92
90
15
60,457
1.39
54,412
1.25
90
16
44,378
1.02
39,941
.92
90
17
23,840
.55
22,648
.52
95
18
25,562
.59
24,284
.56
95
Totals
944,943
21.64
817,186
18.70
87.8
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
Waterford Commercial Phase II & III
Stormwater Permit No. SW8 010706 Modification
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a forebay, and
the vegetated filter.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 9 of 9

o�pF \14ATF, Michael F. Easley, Governor
7 William G. Ross Jr, Secretary
r- North Carolina Department of Environment and Natural Resources
O Y Coleen H Sullins Director
Division of Water Quality
December 14, 2007
Mr. D. I. Logan, Managing Member
DLBE Commercial Investments, LLC
60 Gregory Road, Suite 1
Belville, INC 28451
Subject: Permit No. SW8 010706 Modification
Waterford Commercial Phase II & III (formerly Magnolia Business Park)
High Density Subdivision Stormwater Project
Brunswick County
Dear Mr. Logan.
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the modification of Waterford Commercial Phase II & III (formerly Magnolia
Business Park) on December 4, 2007. 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 010706 Modification, dated December 14,
2007, for the modification of the project, Waterford Commercial Phase II & III.
This permit modifies Permit No SW8 010706, issued November 21, 2001, modified
September 23, 2004, and October 11, 2005. This modification issued December 14, 2007
changes the lot lines, changes the lots from fifteen to eighteen, and reallocates the built -upon area
among the eighteen (18) lots.
This permit shall be effective from the date of issuance until December 14, 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. Please submit the changed plat after they have been recorded.
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 .J. Naugle, or me at [phone].
Si erel
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/mtn S:\WQS\STORMWATER\PERMIT\010706Mod dec07
cc: Lawrence R. Gilman, P.E , Cape Fear Engineering, Inc.
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Wilmington Regional Office
Onz
M.J. Central Files Naugle ,A1atuw11b(
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet wrewncsrfltciqu_luyoie Fax [phone]
An Equal OpportumtyJAffrmative Action Employer — 50% Recycled110 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 010706 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
D 1. Logan & DLBE Commercial Investments, LLC
Waterford Commercial Phase 11 & 111 (formerly Magnolia Business Park)
NC Hwy 17, Belville, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions
of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as attached and on
file with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 14, 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. This permit modifies Permit No. SW8 010706,
issued November 21, 2001, and modified September 23, 2004 and October 11, 2005.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.5 on page 3 of this permit. The subdivision is permitted for eighteen
(18) lots with a built -upon area of 817,186 ft2 total. Overall impervious area for the project is
865,570 ft2 on a project of 23.3 acres. Each lot is allowed a maximum amount of built -upon
area, in square feet, as listed by Attachment A to this permit. The built -upon area for the
eighteen (18) lots of this project replaces the previously permitted lot allotment.
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. Any out parcel lot sold to a different owner require a notification to this office and an off -site
permit.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
6. The following design criteria have been permitted for the wet detention pond and must be
maintained in the system at all times:
a. Drainage Area, acres: 233
Onsite, ft2 1,014,948
Offsite, ft2: Rerouted, per Engineer
b. Total Impervious Surfaces, ft2: 865,570
Lots, ft2: 817,186
Onsite streets, ft2: 47,946
Other onsite, ft2: 438 (pump station)
C. Design Storm, inches: 1.0
d Pond Depth, feet: 70
e. TSS Removal Efficiency, %: 90
f. Permanent Pool Elevation, FMSL: 23.0
g. Permanent Pool Surface Area, ft2: 40,336
h. Temporary Storage Elevation, FMSL: 25.4
i. Permitted Storage Volume, ft3. 103,931
j. Controlling Orifice: 3 0" cp pipe
k. Permitted Forebay Volume, ff3. 49,611
I. Receiving Stream / River Basin: Jackeys Creek / Cape Fear
m Stream Index Number: 18-77-3
n. Classification of Water Body: "C Sw"
II. SCHEDULE OF COMPLIANCE
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
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.
If an Architectural Review Committee (ARC) is required to review plans for compliance with
the BUA limit, the plans reviewed must include sidewalks and driveways. Any approvals
given by the ARC do not relieve the lot owner of the responsibility to maintain compliance
with the permitted BUA limit.
4. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit or the stormwater rules. 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
5. 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, including built -upon area and
stormwater management.
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 the project area. The project area is defined
as all property owned by the permittee, for which Sedimentation and Erosion Control
Plan approval was sought.
f Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
6. The Director may determine that other revisions to the project should require a modification
to the permit.
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. Decorative spray fountains will be allowed in the stormwater treatment system, subject to the
following criteria:
a The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used
only if they draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the shoreline.
d. The maximum horsepower for a fountain in this pond is'/. horsepower.
11. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
12. Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
13. Prior to transfer of the permit, the stormwater facilities must be inspected by DWQ personnel,
and determined to 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.
14. The permittee shall at all time provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the
scheduled intervals including, but not limited to:
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, catch basins and piping.
g. Access to the outlet structure must be available at all times.
15, 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.
16. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area
per lot to the amount as shown on Attachment A to this permit. The recorded statements must
follow the form:
a. The maximum built -upon area per lot, in square feet, is limited to the amount listed on
Attachment A to Stormwater Management Permit No. SW8 010706 Modification issued
December 14, 2007. This allotted amount includes any built -upon area constructed within
the lot property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools
b. The covenants pertaining to stormwater regulations may not be changed or deleted
without concurrence of the State.
C. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the State.
d. All runoff on the lot must drain into the permitted system. This may be accomplished
through a variety of means including: a piped collection system which ultimately
discharges into the stormwater facility; appropriate grading of the lot such that the built -
upon surfaces drain into the facility, or graded swales which collect runoff and direct into
the stormwater facility.
e. Each lot within the subdivision, whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division of Water Quality and receive a permit prior to any construction on the lot.
17 A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the
date of recording the plat, and prior to selling lots. The recorded copy must bear the signature
of the Permittee, the deed book number and page, and stamp/signature of the Register of
Deeds.
18. This permit shall become void 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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is 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, such as a copy of the deed of trust Other supporting materials, such
as a signed Operation and Maintenance plan in the case of engineered systems, will also be
required. The project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
2. The permittee is responsible for compliance with all permit conditions until such time as the
Division approves the transfer.
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 re -issuance 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 Ofied this the fourteenth day of December 2007.
ONMENTAL MANAGEMENT COMMISSION
zek'f. "&kl J ' Lsu�
for oleen H. Sullins, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
ATTACHMENT A
IMPERVIOUS AREA PER LOT
WATERFORD COMMERCIAL PHASE II & III
December 14, 2007
Lot
Total Area,
sq.ft.
Total Area, ac
Impervious
Area, sq.ft
Impervious
Area, ac.
%Impervious
1
93,323
2.15
73,050
1.68
78.3
2
79,594
1.83
62,000
1.42
77.9
3
48,117
106
43,305
.95
90
4
30,664
0.70
26,984
0.60
88
5
30,092
.69
27,083
.62
90
6
62,866
1.44
58,780
1.35
93.5
7
54,998
1.26
42,814
.98
77.9
8
47,049
1.08
31,382
.72
66.7
9
116,421
267
104,779
2.41
90
10
60,174
1.38
55,962
1.28
93
11
73,616
1.69
62,888
1.44
85.4
12
25,039
57
23,787
.55
95
13
24,191
.55
22,981
.53
95
14
44,562
1.02
40,106
.92
90
15
60,457
1.39
54,412
1.25
90
F-1-61
44,378
1.02
39,941
.92
90
17
23,840
.55
22,648
.52
95
18
25,562
59
24,284
56
95
Totals
944,943
21.64 1
817,186
18.70
87.8
Page 7 of 9

State Stormwater Management Systems
Permit No SW8 010706 Modification
Waterford Commercial Phase II & III
Stormwater Permit No. SW8 010706 Modification
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
Certification Requirements: Page 2 of 2
1 The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a forebay, and
the vegetated filter.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number11
r - -D
60 .0a
S[v8d 0 D6 mo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
DLBE Commercial Investments LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
D.I. Logan, Registered Agent & Managing Member ✓
3. Mailing Address for person listed in item 2 above:
60 Gregeory Road, Suite 1
City: Belville State: N.C. Zip: 28451
Phone: ( 910 ) 443-2869 Fax:
Email: dil®loganhomes.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 Phase II &III
5. Location of Project (street address):
N.C. Highway 17
City: Belville County: Brunswick
6. Directions to project (from nearest major intersection):
Located along the north right-of-way on Highway 17 between Olde Waterford Way and Gregory Road
2Ao� HCUI
7. Latitude: �s-zre.+- Longitude: '°°^"z^-;' of project
3 q of 12,79'161'73`W
8. Contact person who can answer questions about the project:
Name: D.I. Logan Telephone Number: ( 910 1 443-2869
Email: dil®loganhomes.com
IL PERMIT INFORMATION:
1. Specify whether project is (check one): []New ❑Renewal ®Modification
Form SWU-101 Version 8.07 Pagel of4

r

+R
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number SW8 010706 and its issue date (if known)October 11, 2005
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):
❑CAMA Major ❑Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be treated in a wet detention basin.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Site Area: 23.3 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: acres (not applicable if no wetlands exist on site)
6. Total Project Area**: 23.3 acres 7. Project Built Upon Area: 85.3 %
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.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Jackeys Creek
Stream Class & Index No.
C Sw
Drainage Area (so
23.3 ac. (1,014,948 so
Existing Impervious* Area (so
N/A
-Proposed-Impervious*--Area-(sf)-
19-9-ac_(865,57-0-sf)
Impervious* Area (total)
1 85.3%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
N/A
On -site Streets (so
1.1 ac. (47,946 so
On -site Parking (so
N/A
On -site Sidewalks (so
N/A
Other on -site (so
18.76 ac. (817,186 so
(LOTS) See Attachment
00 (sf)
0.01 ac.(438 so
(Pump Station)
Total (sf):
19.9 ac. (865,570 so
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands i on area
percentage calculation. RF CFIN%
Form SWU-101 Version 8.07 Page 2 of
DEC 0 5 7007

.;
10. How was the off -site impervious area listed above derived? N/A
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
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
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.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of

..
..., ,
.. ,� .�
. .
x. ...... ,,. , , ... � , „ ,. ,,
.,., ,.. �
.�; _
,�.�.

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 httl)://h2o.enr.state.nc.us/su/msi maas.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Cave Fear En ' eering, Inc.
Mailing Address: 151 Poole Road, Suite 100
City: Belville State: N.C. Zip: 29451
Phone: ( 910 ) 383-1044 Fax: ( 910 I 383-1045
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) D.I. Logan
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: I I —Z X u
Form SWU-101 Version 8.07 Page 4 of 4

'I�

Storm Water Design Narrative &
Calculations
Subject:
Waterford Commercial
Phase II & III
Brunswick County, North Carolina
Prepared for
DLBE Commercial Investments, L.L.0
60 Gregory Road
Belville, North Carolina 28451
Date: October 2007
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]
4� SEAL
0305891
�FAE
Pb iii
PG��S tio��
0
OF-L i

DESIGN NARRATIVE
L GENERAL:
The project site is located off of Hwy 17 at Gregory Road adjacent to the current Waterford
Development. The project lies entirely within the city limits of Belville- Brunswick County,
North Carolina.
This development site is an existing Industrial subdivision that the client intends to recast as a
commercial subdivision in complement to the Waterford residential.
Approximately 23 acres comprises the subdivision with 5 acres having been previously built
under existing permits. Subsequent to the existing development and permits, there is a substantial
wet detention basin on site and this project will utilize the same for treatment of all existing,
proposed impervious surfaces, and peak stormwater attenuation surfaces.
The purpose of this storm water modification is to reallocate impervious for 18 lots within the
total 23 acres.
2. EXISTING SITE:
Currently, two lots within the proposed subdivision have been built under the existing permit.
The remainder of the site is relatively flat with slopes typically less than one (1) percent. The
vegetation consists primarily of grasses and minor ground cover within the area of the future
improvements. Subsurface soils are typically a mixture of sands, silty sands and organics. The
soils on site are extremely well drained with high infiltration rates.
3. PROPOSED IMPROVEMENTS:
Improvements proposed include drainage devices, streets, and utilities. The site is designed to
collect runoff from impervious areas and convey it to the stormwater pond onsite. This pond is
designed for an aggregate of 85% impervious and to attenuate the 1-year, 24 hour storm and the
10-year, 24 hours storm per Brunswick County requirements.
Calculations are enclosed for Brunswick County pre -development and post -development runoff
rates. The SCS method was used for all calculations assuming hydrologic condition A.

i
a
^'�

- y l

WET POND DATA SHEET
WATERFORD COMMERCIAL
DESIGN POND # I
DRAINAGE AREA (Ad) = 23.3 ACRES
IMPERVIOUS AREA (Ai):
EXISTING: 4.3G ACRES
FUTURE ROADS 1.10 ACRES
FUTURE LOTS 14.44 ACRES
CONTINGENCY: 0.00 ACRES
TOTAL: 19.90 ACRES
I
PERCENT IMPERVIOUS (1):
I
I = Acl/Ai = 85%
POND# I SHALL BE 7' DEEP AND DESIGNED TO REMOVE
5A/DA= 3.7
REQUIRED SURFACE AREA AT PERMANENT POOL:
SAp.fQ.= 0.85045 AC. = 37045.G SF
90 % TS5.
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 70)= 4033G 5F
..................................................................................................................... .5
SA PROV'D= 4033G > 37045.G =5A REQ'D OK
:.........................................................................................................................:
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELEK):
Rv=0.05+0.009'(I)
Rv= 0.515
VOLUME= 1 .5"'Rv'Ad = 2.373G9 AC -FT
103398 FT ^ 3
POND# I DATA 5HEET
PAGE I OF I
AUGUST 2005

l
VOLUME PROVIDED AT TEMPORARY POOL:
INCREM.
TOTAL
�-1.
SA (SF)
VOL. (CF)
VOL, (CF)
23
4033G
0
0
24
42G87
41511.5
41511.5
25
45093
43890
85401.5
2G
47553
4G323
131725
SET TEMP. POOL ELEVATION:
REQ'D EL.= 25.3885 -SAY 25.4
VOL. PROV'D = 103931 CF
..................................................................................................................... .ti
VOL. PROV'D= 103931 > 103398 =VOL. REQ'D OK
..........................................................................................................................
FOPE15AY SIZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
EL
5A (51
VOL. (CF)
VOL. (CF)
IG
25445
0
0
17
27400
2G422.5
2G422.5
18
29412
264OG
54828.5
19
31482
30447
85275.5
20
33GIO
3254G
117822
21
3570G
34703
152525
22
38038
3G917
189442
23
4033G
39187
228G29
REQ'D VOLUME = 20% TOTAL = 4572G CF
POND# 1 DATA 5HEET
PAGE 2 OF 4
5EPTEMBEP 2005

CHECK FORE15AY VOLUME:
INCREM.
El -
SA (SP)
VOL, (CF)
17
7128
Q
18
5175
7651.5
19
9282
6728.5
20
10447
9864.5
21
11669
11058
22
12947
12305
TOTAL
VOL. (CP)
Q
765 1.5
16350
26244.5
37302.5
496 10.5
PROV'D VOLUME = 49G 10.5 CP (5' DEEP FOREDAY)
•.................................................................................................................... .5
VOL. PROV'D= 49610.5 > 45726 =VOL. UQ'D OK
..........................................................................................................................
ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0.59537 CF5 (FOR 2 DAY DRAWDOWN)
Q5= 0.23935 CP5 (FOR 5 DAY DRAWDOWN)
SELECT A 3.0 INCH CIRCULAR ORIFICE, EL. 45' (PERM. POOL EL.)
Q PROV'D= Cd"A'(2cgh)^ 1/2 WHERE: Cd= 0.6
A= 0.04909 SF
g= 32.2 FP5/5
h= avcg head: (2.4'-1
1.13175
Q PROV'D= 0.25144
...............................................................
Q2> 0.25144 >Q5 OK
................................................................... e
571 2)/2
POND#1 DATA SHEET
PAGE 3 OF 4
5EPTEMDER 2005

CAPE FEAR
Engineering, Inc.
151 Poole Road, Score 100
BeMile, NC 28451
TEL [phone]
FAX [phone]
www.cape fearengineering.corn
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Mary Jean Naugle
Transmittal
Date: December 4, 2007
File: 660-01 "36"
Express State Stormwater Management
Permit Submittal
Waterford Commercial Phase I & II
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity I Drawing No.
Revised page 2 of 4, SWU-101
Description
11 2 1 1 Revised Site Plans Showing Pump Station 11
REMARKS If you have any questions please call Noelle Winstead at [phone].
CC: File Copy
�CETNTED
DEC 0 5 2007
BY:
Cape % Fear Engineering, Inc.
Signed: 'pe�/� �f/iix a fi r�
Noelle Winstead
Received By:
Date:
Transmittal-DENR 12-4-2007

�t

CAPE FEAR
Engineering, Inc.
151 Poole Foetl, Smte f00
BeNtlle, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
NC DWQ Surface Water Protection
State Stormwater Section
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Mary Jean Naugle
Transmittal
Date: December 3, 2007
File 660-01 "36"
Subject: I Express State Stormwater Management
Permit Submittal
Waterford Commercial Phase I & II
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
# 19318
Application Fee ClIv oo 3 $
2
Sets Sealed, Signed, and Dated Site Layout & Grading Plans
2
Copies of Modified Plat to be recorded
1
1
Original Application SWU-101 w/ Wet Detention Pond Supplement SWU-102
1
Original Proposed Deed Restriction Statement (Signed and Notarized)
1
Copy Applicant Information from Secretary of State Corporations Database
1
Sealed, Signed, and Dated Calculations and Narrative
REMARKS If you have any questions please call Noelle Winstead at [phone].
CC: File Copy
Cape Fear Engineering, Inc.
Signed: 04 &
I Noelle Winstead
Received
Date:
RECEIVED
Transmittal -State SW High Density Detention Pond DEC 0 6 2007
L:\Admin\PERMIT Forms\CHECKLISTS & TRANSMITTALS BY:

RE: Waterford Commercial Phase 11 & III
Subject: RE: Waterford Commercial Phase 11 & III
From: "D Logan" <[e-mail]>
Date: Tue, 6 Nov 2007 21:22:49 -0500
To: "Janet Russell" <[e-mail]>
Hello Janet,
Sorry so long getting back to you - I have been out of town.
I will be there.
Thanks,
D Logan
-----Original Message -----
From: Janet Russell ImaiIto: Janet. Russel [e-mail] I
Sent: Thursday, November 01, 2007 10:14 AM
To: noelle winstead; D Logan
Subject: Waterford Commercial Phase II & III
*Waterford Commercial Phase II & III
November 1, 2007
Noelle:
After speaking with Mary Jean and Jonathan Ham of ESP Associates, we
have rescheduled the Holiday Inn Express - Belville to be submitted at
the same time as Waterford Commercial Phase II & III. Mary Jean will be
the reviewer. The submittal date is still *December 4, 2007* here in
the Wilmington Regional Office. Time has changed to *9:00*. The
applicant, D I Logan, must attend the submittal meeting._ If there is a
cancellation before the December 4th scheduled submittal date, we will
call you.
Please respond within 2 business days to accept this December 4
submittal date.
Thanks,
Janet Russell
Express Permitting
1 of 1 11/7/2007 8:40 AM

,RE: 1MAtexford Commercial Phase II & III
Subject: RE: Waterford Commercial Phase II & III
From: "Noelle Winstead"<[e-mail]>
Date: Thu, 1 Nov 2007 15:06:25 -0400
To: "Janet Russell' <[e-mail]>
CC: "Vince Lutheran"<[e-mail]>, "Scott Kennedy"
<[e-mail]>, <[e-mail]>
Thank you. We accept the submittal date of December 4 at 9:00 a.m.
-----Original Message -----
From: Janet Russell [mailto:[e-mail]]
Sent: Thursday, November 01, 2007 10:14 AM
To: Noelle Winstead; [e-mail]
Subject: Waterford Commercial Phase II & III
*Waterford Conaaercial Phase II & III
November 1, 2007
Noelle:
After speaking with Mary Jean and Jonathan Ham of ESP Associates, we
have rescheduled the Holiday Inn Express - Belville to be submitted at
the same time as Waterford Commercial Phase II & III. Mary Jean will be
the reviewer. The submittal date is still *December 4, 2007* here in
the Wilmington Regional Office. Time has changed to *9:00*. The
applicant, D I Logan, must attend the submittal meeting. If there is a
cancellation before the December 4th scheduled submittal date, we will
call you.
Please respond within 2 business days to accept this December 4
submittal date.
Thanks,
Janet Russell
Express Permitting
I of 1 11/1/2007 4:45 PM

aboutblank
Waterford Commercial Phase II & III
November 1, 2007
Noelle:
After speaking with Mary Jean and Jonathan Ham of ESP Associates, we have rescheduled the
Holiday Inn Express - Belville to be submitted at the same time as Waterford Commercial Phase II &
III. Mary Jean will be the reviewer. The submittal date is still December 4, 2007 here in the
Wilmington Regional Office. Time has changed to 9:00. The applicant, D I Logan, must attend the
submittal meeting. If there is a cancellation before the December 4th scheduled submittal date, we
will call you.
Please respond within 2 business days to accept this December 4 submittal date.
Thanks,
Janet Russell
Express Permitting
1 of 1 11/1/2007 10:13 AM

g�
CAPE FEAR
Engineering, Inc.
151 Poole Rwd S., a 100
BeMlle. NC 28451
TEL (910)383-f044
FAX [phone]
www capefearengineering.com
To:
JNCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Cameron Weaver
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Quantity I Drawing No.
Transmittal
Date: 10/29/07
File: 660-01
Subject: SW8 010706
Waterford Commercial Phase II &III
Stormwater Modification
❑ For Distribution ® For your Review / Action / Approval
Engineer's Certification
Description
REMARKS Attached is the engineer's certification for the wet detention basin installed for the above described
project. Please note that this certification is for the relocated outlet structure, storm drainage, and
pond slope maintenance only. The other elements of this device were certified previously, and a
copy of that certification is attached for reference. Please contact this office should you require and
additional information in this matter.
CC: Cape Fear ngine (ring, Inc.
File (660-01 "36") Signed
K. Davii Fennell, P.E.
OCT 3 1 2007
P\8 M660-01l dmin\STORMw1RWans_DENR_29oc*7ftftation Doc

about:blank
Waterford Commercial Phase II & III
October 30, 2007
The Express stormwater submittal meeting (modification) has been scheduled with Christine Nelson
on December 4, 2007 at 10:00 AM here in the Wilmington Regional Office. The applicant, D. I.
Logan, is required to attend the meeting.
Please review the submittal requirements, attached.
Please respond within 2 business days to confirm and reserve the submittal date with Christine.
Thanks,
Janet Russell
Express Permitting
I of 1 10/30/2007 12:13 PM

P0r\C� •t5 b%A''Hi-
(A)'\\\ fit. C�a.�er! on lo--2_5�
�A
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Witmington, NC 2e405 (910) 706e 7215 FAX [phone]
Request for Express Permit Review
FILL-IN all Information below. FAX to Express Coordinator along with a
a detailed narrative and vicinity maa of the project /o
Reviewer _
Submit
Time C1'i o
Confirm It- t-0-t I
APPLICANT: Name D.I. Logan Title Manager
Company Name DLBE �gmmercial investments. LIInC
Address 60 Gregory Road City Belville ZIP 28451
Phone [phone] Fax Email dil0looanhomes com
PROJECT: Name Waterford Commercial Phase II & III County Brunswick
ENGINEER/CONSULTANT INFORMATION:
Name Scott Kennedy/Noelle Winstead ead Company Cape Fear R ,gimgrinR Inc.
Address 151 Poole Road, Suite 100 City Belville State N.C. Zip 28451
Phone [phone] Fax 9JN83-1045 Email noelle.winsteaditapftrenoineedn000m
❑ SCOPING MEETING ONLY DWQ DLR DCM Other
❑STREAM ORIGIN DETERMINATION _-� # of Stream calls Stream Name
® STORMWA TER Low Density , ® High Density -Detention Pond High Density - Other
(Check all that apply) Low Density -Curb & Gutter 8 High Density -Infiltration Off -site
Wetlands MU3 be addresse below NPDES Phase it H Plan Revision
___.....__------------ _..._-__--__._ ------------- _ _.___.
❑ COASTAL MGT. ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Dev.
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed
WETLANDS (401) Wetlands on Property ? ❑ Yes ® No Isolated Wetlands on Property? ❑ Yes ® No
(Check all that apply) Wetlands will be impacted? ❑ Yes ® No Welland Impacts: N/A_,_ acre(s)
Wetlands delineation has been completed? ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USACOE Approval of Delineation completed? ❑ Yes ❑ No
404 Application in Process w/USACOE? ❑ Yes ❑,No / Permit recv d from USACOE❑Yes ❑ No
401 Application Required? ❑ Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee maybe charged for
subsequent reviews due to the Insufficiency of the permit application.
Total Fee:$ Stormwater $ D E Date Joelvelf E
CAMA $ OCT 2 3 2007
LQS $
DWQ
Z06-3 0T0/Z00d ESS-1 9601-E8E-0T6 grlaauTBag lea3 adeo-WOH3 W 0T G0.-H-01

Project Name
Storrnwater Express Questionnaire (10/9/2007)
What is the applicant's full legal name? D.I. Loaan
Is the applicant associated with Sole proprietor Corporation ® LLC
B Partnership Municipality
If it's an LLC, is it ® Manager -managed or ❑ Member -menage?
OWhat is the applicant's title within the Corp., LLC or Partnership? Mana er
Will an agent (someone other than the applicant) be signing the app cation . es o
If Yes, what is the agent's name and title?
O+ Please note the application signature requirements are listed in NCAC 2H.1003 (e). In
summary, only the sore proprtetor of a sole proprietorship, the designated manager, member -
manager, president or vice resident of a corporation or LLC, the genera/ partner of a
partnership, or a to king ol�c/a! of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be acce fed only 0 accompanied by a signed
letter. of authorization from one of the aforementioned indldusls. Corporations, LLC'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 exactty as on rile wRh the NC Secretary of State.
Project Location: County Brunswipk Nearest Town/City agiville
(Attach a detailed vicinity map With olocal street names and S or interstate
highway numbers, plus other relevant information such as town or city names, directions to, etc.
Show the nearest intersection of two major roads on the vicinity map. A major road is any 1, 2 or
3 dig# NC US or interstate highway.)
If the protect is located in Brunswick Onslow, or New Hanover Counties, or a.smah
portion of northern Pender County, NPDES Phase It Post -Construction rules will apply,
unless a vested development right, as described in the Session Law, can be
demonstrated, which is dated prior to July 1, 2007.
3. Receiving stream name Jackeys Creek River Basin Cane Fear
What is the classification of the receiving stream? C SW
For SA or SR waters, a separate scaled topographic map will he required. The project must
accurately located on the map and the % mile radius from the property comer closest to the S
or SR receiving stream must be drawn on the map. If you claim that the project is not within A
mile of SA or SR waters, you must conduct a series of chlorides tests to demonstrate that the
chlorides level at a point in the receiving stream that is at least % mile from the project is less
than 500 ppm. Samples must be sent to a State certified lab for testing.
4. If the protect is high density, what type of stormwater management BMP's are being proposed?
(check a1i that apply)
Wet Detention Infiltration Trench P Infiltration Basin Sand Filter
Bio-retention Wetlands Alternative Offsite
Dry Detention NPDES Phase 11 Other
��,��,,,1�
="J
How many separate BMP's are being proposed? 1 2 3 4 5 6 7 8 9 10 11 12 Other ,_$
m
o
5. Is there offsite runoff from the adjacent properties or public right-of-way will drain into an,
CDthat n
the proposed BMP s on the project and is not being diverted 0 Yes ® No ❑ N
Q
6. Is a road across other property required to access the project? ❑ Yes ® No 0 N!
7. Is there any existing development or pre-1988 existing BUA located on the props
g <
(Please document, delineate and identity on the plans.) ❑ Yes 0No [I N/
1+
m
8. Will the high density project collect all of the proposed BUA? ® Yes ❑ No ❑ N/PI
��Fnetrettaeh�seperate�xplaaetienshee
Page " of
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nE C E I V ED
OCT 2 3 2007
PROJ # DwR 4*e4Name
9. Will the project involve the subdivisipp and sale of property? ® Yes ❑ No ❑ N/A
Is the subdivision ❑ residential or 1251 commercial?
How many lots are proposed? 18
(Deed restrictions are requiredior all residential, commero al, ow ensi or high density sub-
divisions. Specific language for the various types of subdivisions from DENR.)
10. Will the plans show all delineated wetlands? Q Yes ❑ No ® N/A
(Alf pro ects require either a signed wetlands delineation map or a wetlands report to be
submitttted 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 adjacent
wetlands? ❑ Yes dNo ® NIA
(If, yes, a physical means to prevent the dewatering of the wetland must be pprovided, or the
SHWT must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands over time. Where possible, all BMP's and swa/es
should outlet into back the wetland (with level spreaders).
12. For infiltration projects, a site visit must be completed with the DENR soils scientist to verify the
soil type, water table and infiltration rate provided in the soils report.
What Is/was the scheduled site visit date?
(Include a copy of the consultant's soil report Wth the application.)
13. Level Spreaders are required at the outlet of all engineered controls and swales prior to entering
surface waters or wetlands. Will the plans reflect level spreaders? ❑ Yes ❑ No ® N/A
(The purpose of the level spreader is to reduce the energy of the incoming runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
14. Is this project A modification to an existing permit
A lot that will be treated In an existing, previously permitted BMP7
What is the name of the existing permitted facility? Waterford Commercial Phase 11 & III
What is the permit number of the existing permitted facility? SW8 010706
Is the permitted facility in compliance with Its permit? Yes No N/A
Have the deed restrictions been recorded? Yes No N/A
Have the deed restrictions been submitted? Yes No N/A
Has the Designer's Certification been submitted? Yes H No H N/A
15. Do the plans reflect all information in 15A NCAC 21-1.1003 (g)? ® Yes ❑ No ❑ N/A
16. Will all of the design requirements for each proposed BMP be met? ® Yes ❑ No ❑ N/A
ff not, attach a separate explanation sheet. Please note that the Express program is not set up
o handle any type of deviation from the standard design.)
17. For each BMP in all high density projects, and low density curb outlet swale projects, the
Individual drainage area for each proposed BMP must be clearly delineated.
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 modificatlon to the
calculations, the pond details on the plans, and page 1 of the supplement.
19. IS THE PROJECT DESIGNED AND THE APPLICATION READY TO SUBMIT? ® Yes ❑ No
on
Peoe 2 of 2
306-3 010/tr00d £SS-Z SWT-£8£-016 urjaaurBug lea3 ade0-WOii3 b0 0L L0,-£Z-01

Storm Water Design Narrative
For
Brunswick County
Subject:
Waterford Commercial
Phase II & III
Brunswick County, North Carolina
Prepared for
DLBE Commercial Investments, L.L.0
60 Gregory Road
Belville, North Carolina 28451
Date: October 2007
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]
nE C E I V E
OCT 2 3 2007
PROJ #
DWQ
Z0b-3 010/500d £SS-1 Sb01-£8£-016 urJaaurBug le@E adeo-WOlid W 01 L0,-EZ-01

DESIGN NARRATIVE
1. GENERAL:
The project site is located off of Hwy 17 at Gregory Road adjacent to the current Waterford
Development. The project lies entirely within the city limits of Belville- Brunswick County,
North Carolina
This development site is an existing Industrial subdivision that the client intends to recast as a
commeroial subdivision in complement to the Waterford residential.
Approximately 23 acres comprises the subdivision with 5 acres having been previously built
under existing permits. Subsequent to the existing development and permits, there is a substantial
wet detention basin on site and this project will utilize the some for treatment of all existing,
proposed impervious surfaces, and peak stormwater attenuation surfaces.
The purpose of this storm water modification is to reallocate impervious for 18 lots within the
total 23 acres.
2. EXISTTNG SITE:
Currently, two lots within the proposed subdivision have been built under the existing permit.
The remainder of the site is relatively flat with slopes typically less than one (1) percent. The
vegetation consists primarily of grasses and minor ground cover within the area of the future
improvements. Subsurface soils are typically a mixture of sands, silty sands and organics. The
soils on site are extremely well drained with high infiltration rates.
3. PROPOSED IMPROVEMENTS:
Improvements proposed include drainage devices, streets, and utilities. The site is designed to
collect runoff from impervious areas and convey it to the stormwater pond onsite. This pond is
designed for an aggregate of 85% impervious and to attenuate the 1-year, 24 hour storm and the
10-year, 24 hours storm per Brunswick County requirements.
Calculations are enclosed for Brunswick County pre -development and post -development runoff
rates. The SCS method was used for all calculations assuming hydrologic condition A.
j�E C E I V ED
I�l�,ifl OtT Z 3 Zorn
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10-23-'07 10:04 FROM -Cape Fear Engineerin 910-323-1045
T-553 P007/010 F-402
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SOSW: 0724917
Date Filed: 5=0071:52:00
PM
LIMITED LIA.BILrf Y COMPANY
Blaine F. Marshall
ANNUAL REPORT
North Carolina Secretary of State
C200713300701
NAM OFLIIvIMLIABILITYCOMPANY: DLBBCammerolallmsrtraea/e,LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.LY. ID NUMBER: 07p4917
NATURE OF HIJ3INESS: CommercialInvesOmb
REGISTERED AGENT: Logm4D1.
REGISTERED OFFICE MAII.INO ADDRESS: 60GregoryRoad
BcMfle, NC 28451
REOEiTBRBD OFFICE STREET ADDRESS: 60 GrcgoryRm d
BvMlk, NC 184S1 BnmmickCoway
PR=pALOFFICE TBLEPHOmNuma : (gf0)IS2mn
PRINCIPAL OFFICE MAHJNGADDRESS: 60 GregmyAw d
RehdUc, NC 184S1
FIMCIPAL OFFICE STREET ADDRESS: 600regcryRacd
,
BsMXr, NC 28451
MANAGER$
Nome. D1Logmr
Ad1rou:
60 GRROORrRGAD. SLUR 1
BS�,KLLE NC 284S1
CmRTIFICAT= OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIAMITY COMPANIES
Dugm -
2WO12S
FORM MUST Eli SIONEDRY AA6ANAOliRMQ0i
DATE
DLL L
M-ugF
TYPE OR PRININAME
TYPE OR PRINTTMZ
ANNUAL. REPORT LEE: R.AM Swawy of8ob • Capwwm VWWw. . F* Off m Lion 20525. Raid6A, NC 2=64MS
^E C E I V ED
Iu^�u
OCT 2 3 2007
DWO
PROJ # -----�-
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SOSID: 0724917
Date Filed: 7=004 2:41:00 PM
State of North Careiios �� F. Marshall
Department of the Secretary of State North CarolinaSecretary of State
Limited Liability Company I
AMENDMENT OF ARTICLES OF ORGANIZATION
Ptasuant to §37C-2-22 ofthe General Statutes of North Carolina, the undersigned limited liabilhy company hereby submits the
following Articles of Amendment for the purpose of amending its Articles of Otgani7mion.
1. The name ofthe limited liability company is: WATERFORD COMMERCIAL INVESTMENTS, LLC
2. The text of each amendment adopted is as follows (attach additional pages if necessary):
"The name of the Limited Liability Company is changed to: DLBE Commercial Investments, LLC."
3. (Check either a or b, whichever is applicable)
e._Tbe amendment(s) was (ware) duly adopted by the unanimous vote of the mganims ofthe limited liability
company prior to the identification of initial members ofthe limited Ilability company.
b.XX The amwdmeni(s) was (were) duly adopted by the unanimous vote of the members ofthe limited liability company
or was (were) adopted as otherwise provided in the limited liability company% Articles of Organization or a written
operating agreement.
4. These articles will be effective upon filing, unless a date and/or time is spcaiAed:
d
This the day ofJune, 2004.
WATERFORD COMMERCIAL INVESTMENTS, LLC
which has changed its name to
DLBP Commercial invcstmrnp 1.1.0
T o.
D I. Logan. Manager
kf�r�
�C4
.a . n n
RobeH C. G. t?xum`A�fanager �IufU1Uj1 E C E I V E I�
OCT 2 3 2007
DWQ
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10-23-'07 10:05 FROM -Cape Fear Engineerin 910-383-1045 T-553 P010/010 F-402
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CAPE FEAR
Engineering, Inc,
r[r', Reed. [ute 100
31w, y7651
Ta toN �oarow
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www.capafaarengine[ring.com
Fax; Transmittal
To: j,', T �u�se/� NCT 1Q Express Fax: 350-200�
Re:F..,rpioss 511 �c�vcs� Pa 9
Date: /O/E g/0 7 Jab #:
IF YOU DO NOT RECEIVE THIS DOCUMENT CLEARLY, PLEASE CALL [phone].
This Is your original. ❑ Original to be mailed.
�E C E I V ED
OCT 2 3 2007
DWO
PROJ #
z0-3 010/100d £SS-1 Sb01-ESE-016 arjaaarBag lead adeO-WOH.S b0:01 LOB-EZ-OL

C 0071Mao701 SOSID: 0724917
Date Filed: 5/3/20071:52:00 PM
LIMITED LIABILITY COMPANY Elaine F. Marshall
ANNUAL REPORT North Carolina Secretary of State
c200712300701
NAM OF LIMITED LIABILITY COMPANY: DLBE Commercial Jnvejin:m s, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER 0724917
NATURE OF BUSINESS: CommereialInvestinents
REGISTERED AGENT: Logan, D I.
REGISTERED OFFICE MAILING ADDRESS: 60 GregoryRoad
Belville, NC 28451
REGISTERED OFFICE STREET ADDRESS: 60 GregoryRoad
BeWle, NC 28451 Brunswick County
PRINCIPAL OFFICE TELEPHONE NUMBER [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 60 Gregory Road
BeMlk, NC 28451
PRINCIPAL OFFICE STREET ADDRESS: 60 Gregory Road
Belvilk, NC 28451
MANAGERS/MEMBERS/ORGANIZERS:
Name: D I Logan
Tide:Manager
Address:
60 GREGORYROAA SUITE I
BELVILLE NC 28451
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LUvffM LIABILITY COMPANIES
D Logan
FORM MUST BE SIGNED BY A MANAGEI /W ER 1
D I.ogan L
TYPE OR PRINT NAME
20070328
DATE
Mmager
TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid Seoetary of Stale • Capaspom Dnidm • Pori Olbm Bm 29525 • Rakish, NC 27626-0525

C20OW3900275
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTER]
OFFICE AND/OR REGISTERED AGENT
SOSID: 0724917
Date Filed: 12/6/2006 8:53:00 AM
Elaine F. Marshall
Notch Carolina Secretary of State
C200633500275
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: DLBE Commetciel Inveshtrants, LLC
Entity Type: ❑Corporetion, ❑Foreign Corporation, ❑Nonprofit Corporation, []Foreign Nonprofit Corporation,
[✓]Limited Liability Company, ❑Foreign Limited Liability Company ❑Limited Partnership, ❑Foreign limited Partnership,
❑Limited Liability Partnership, []Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: 6740 Ned* tends Drive, Suite F
City, State, Zip Code:ydbrdnBton, NC 28405 County: New Hanover County
The mailing address if di,Q9rent from the street address of the registered office currently on file is:
NIA
The name of the current registered agent is: D 1. Logan
I NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 60 Gregory Road
City, State, Zip Code: Beiville, NC 26451
County: Brunswick Courtly
2. The mailing address if dii ferentfrom the street address of the new registered office is:
(complete this item only if the addt,ss of the registered office is being changed)
WA
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item onty if the name of the registered agent is being changed)
WA
7)pe or Print Name of New Agent a Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the 4"day of N ✓uK k&% 20 n i .
DLSE Commerdal IrwesnreMs, LLC
Notes: Fatoy fm b SM 7bb docmtrmt mrat be mad * the Seeretary of etch.
e faond of dyday her; the new reyWered ayeat may dye a aFarste carmen rxoent m the eppoim"m, which mmt be ettaehed to tub ahhmmt
CORPORATIONS DATSION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE,06

RE: SW8 010706 Waterford Commercial Phase 11 and III
Subject: RE: SW8 010706 Waterford Commercial Phase II and III
From: "Davis Fennell"<[e-mail]>
Date: Sun, 10 Sep 2006 15:04:05 -0400
To: "'Linda Lewis"' <[e-mail]>
This project was permitted for Stormwater prior to S&E. The S&E submittal
should not impact the SW permit in any way. We have, however, recombined
some lots and shifted impervious around, which will require a SW
modification. That modification should be coming soon.
-----Original message -----
From: Linda Lewis [nailtc:[e-mail]]
Sent: Friday, September 08, 2006 4:52 PM
To: Davis Fennell
Subject: SW8 010706 Waterford Commercial Phase II and III
Davis:
The Division received a copy of a letter of receipt for the subject
project., dated July 13, 2006. The last SW permit for this project was
issued on October 11, 2005. Please advise how the current SEC plan mods.
affect the State SW permit so that we can determine whether or not a
permit modification will be needed.
Thanks,
Linda
I of 1 9/11/2006 8:52 AM

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
July 13, 2006 1
LETTER OF RECEIPT OF REVISED EROSION CONTROL PLAN
DLBE Commercial Investments, LLC /��rl/t}✓�/`�1�N/
D. Logan, Registered Agent
6740 Netherlands Drive, Suite F LL
Wilmington, NC 28405 \J
RE: Project Name: Waterford Commercial Phase II & III C'E+ IVEl-
Project ID: Bruns-2006-454 JUL 1 3 1.006 I
County: Brunswick, Belville, Highway 17 11
River Basin: Cape Fear Stream Classification:
Submitted By: Cape Fear Eng, Inc
Date Received by LQS: July 13, 2006
Plan Type: NEW
Dear Mr. Logan:
This office has received the revised soil erosion and sediment control plan submitted for the project
listed above. G.S. 113A-54.1(a) requires that this office approve or disapprove a submitted revised plan within
15 days of receipt of such plan. Failure to act by this office within this time period shall be deemed approval of
the revised plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
f4,-4—
owdon
Env Tech V
Land Quality Section
cc: Davis Fennell, PE, Cape Fear Engineering, Inc.
LQS—WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] / FAX: [phone]