SW8070319_Historical File_20070808

W ArFl9QG 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
August 8, 2007
Jeffrey M. Stokley, Manager
Cape Fear Investment and Development, LLC
1611 Castle Hayne Road, Building B
Wilmington, NC 28401
Subject: Stormwater Permit No. SW8 070319
Cape Fear Business Park
High Density Subdivision Project
New Hanover County
Dear Mr. Stokley:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
Cape Fear Business Park on July 9, 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
21-1.1000. We are forwarding Permit No. SW8 070319, dated August 8, 2007, for the construction of the
project, Cape Fear Business Park.
This permit shall be effective from the date of issuance until August 8, 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 Adirpinistrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Rhonda Hall, or me at [phone].
Sincer ,
'7
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rbh: S:IWQSISTORMWATERIPERMIT1070319.aug07
cc: Jeffrey B. Petroff, Coastal Land Design, PLLC
New Hanover County Inspections
City of Wilmington Stormwater Services
Beth E. Wetherill, New Hanover County Engineering
Rhonda Hall
Wilmington Regional Office
Central Files NOne Carolina
�turallrf
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070319
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WA rER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Jeffrey M. Stokley, Cape Fear Investment and Development, LLC
Cape Fear Business Park
New Hanover 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 August 8, 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described inSaction 1.6 oriR page 3 of this permit. The subdivision is
permitted for 8 lots. The maximum allowable built -upon area for each of the eight
lots is as follows:
Maximum Allowable Built -Upon Area Per Lot
Lot
Number
Built Upon
Area Allocation
Lot
Number
Built Upon
Area Allocation
1
30,100
11
31,100
2
36,000
12
30,900
3
37,300
13
30,500
4
32,400
14
30,200
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 070319
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from all built -upon area within the permitted drainage area of this
project must be directed .into the permitted stormwater control system.
5. 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.
6. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
8 Lots, ft2:
Roads/Parking, ft2:
c. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm, inches:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP ft2:
h. Permitted Storage Volume, ft�:
i. Storage Elevation, 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
8.89
387,393
None
291,100
258,500
32,600
6
90%
1
14.25
20,526
23,681
15.34
2" 0 pipe
78,643
15,537
1/4
Cape Fear River/Cape Fear
18-(63)
"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 does not exceed the maximum allowed by this permit. 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.
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:
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 070319
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. 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.
7. 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.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. 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.
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. 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. 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 re -vegetation of side slopes.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 070319
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.
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
15. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
16. 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 070319, 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.
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. The maximum built -upon area per lot is as follows:
H
h.
Maximum Allowable Built -Upon Area Per Lot
Lot
Number
Built Upon
Area Allocation
Lot
Number
Built Upon
Area Allocation
1
30,100
11
31,100
2
36,000
12
30,900
3
37,300
13
30,500
4
32,400
14
30,200
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.
Lots within CAMA's Area of Environmental Concern may be subiect to a
reduction in their allowable built -upon area due to CAMA regulations.
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.
Page 5of9

State Stormwater Management Systems
Permit No. SW8 070319
i. Built -upon area in excess of the permitted amount will require a permit
modification.
j. Each lot within the subdivision whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division of Water Quality and receive a permit
prior to any construction on the lot.
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 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.
18. 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.
19. 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/4 horsepower.
20. 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
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from comp!ying With
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 070319
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 8t' day of August, 2007.
NORT(CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tor L;oieen H. 5uiiins, uirector
Division of Water (duality
By Authority of the Environmental Management Commission
Permit Number SW8 070319
Page 7of9

State Stormwater Management Systems
Permit No. SW8 070319
Cape Fear Business Park
Stormwater Permit No. SW8 070319
New Hanover County
Designer's Certification
Page 1 of 2
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 is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8of9

State Stormwater Management Systems
Permit No. SW8 070319
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
New Hanover County Building Inspections
Page 9 of 9

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
-6-,�
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERNUT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
G$��„►L.+,�r.-cam
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Jeffrey M. Stokley, Manager
3. Mailing Address for person listed in item 2 above:
1611 Castle Hayne Road, Building B
City: Wilmington State: North Carolina
Telephone Number: (910) 383 — 8200
Zip: 28401
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements. etc.):
Cape Fear Business Park
5. Location of Project (street address):
Adjacent northern property along US Highway 421 to address 3861 US Highway 421 North
City: Wilmington County:
6. Directions to project (from nearest major interscetion):
New Hanover
From the Intersection of US Highway 421 North and Highway 117, North on US 421 approximately
1,000 If north along US Highway 421 from Sutton Lake Road.
7. Latitude: 34' 17 52" N
Longitude: 78' 58' 35" W
8. Contact person who can answer questions about the project:
Name: Jeffrey M. Stokley Telephone Number:
U. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal
of project
( 910) 383 — 8200
Modification
Form: SW-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number And its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be collected in roadside ditches and treated by one (1) stormwater pond.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 10.002 acres 4. Project Built Upon Area:
5. How many drainage basins does the project have? 1
66.81 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Stormwater Pond
Receiving Stream Name
Cape Fear 18-(63)
Receiving Stream Class
QSw
Drainage Area
387,393 ft2
Existing Impervious* Area
- 0 -
Proposed Impervious* Area
291,100 ft2
% Impervious* Area (total)
75.14%
Impervious* Surface Area
Stormwater Pond
On -site Buildings
258,500 ft2
On -site Streets
32,600 ft2
On -site Parking
- 0 -
On -site Sidewalks
- 0 -
Other on -site (Amenity)
- 0 -
Off site
- 0 -
Total: 291,100 ft2
Total
T impervious area is aejtnea as the bunt upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form: SWU-101 Version 3.99 Page 2 of 4

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

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
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 J9L
• One copy of the applicable Supplement Form(s) for each BUT kj A:.
• Permit application processing fee of $4,000 (payable to NCDENR) - EXPRESS Joec
• Detailed narrative description of stormwater treatment /management JIM
• Two copies of plans and specifications, including: J
-Development/Project name
-Engineer and firm
-Legend
-North Arrow
-Scale
-Revision number & date
-Mean high water line
-Dimensioned property / project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on you
behalf, please complete this section:
Designated agent (individual or firm): Coastal Land Design, PLLC.
Mailing Address: P.O. Box 1172
City: Wilmington State: North Carolina
Phone: (910) 254 - 9333
Fax: (910) 245 - 0502
Zip: 28402
VIH. APPLICANT'S CERTIFICATION JEFF
I,(print or type name of person listed in General Information, item 2) [.
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 2I 1 O. ­10
Signature:
Date: # — /0 7
Form: SWU-101 Version 3.99 Page 4 of 4

Permit No. 'j w 8y 7 03 ( ci
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
TORTNrYVATER WILANAOEMEI�vT 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: Cape Fear Business Park
Contact Person: Jeffrey M. Stokley Phone Number: (910) 616 - 2200
For project with multiple basins, specify which basin this worksheet applies to: Stormwater Pond 1
elevations
Basin Bottom Elevation
8.25
ft.
(floor of the basin)
Permanent Pool Elevation
14.25
ft.
(elevation of the orifice)
Temporary Pool Elevation
15.34
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
20,526
_ sq. ft.
t; ►vater surface area at the orifice elevation)
Drainage Area
8.893
, ac.
(ern -site and off -site drainage to the basin)
Impervious Area
6.683
ac.
ion -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
78,643
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
23,681
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
15,537
cu. ft.
(approximately 20% of'total volume)
Other parameters
SA/DA'
0.0425
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
2.0
in.
(2 to 5 day temporary pool draw -down required)
Design Rainfall
1.00
in.
Design TSS Removal 2
90
%
(minimum 85% required)JZp
D
MAR 1 .4 l
Form: SVVU-102 Rev 3.99
Page 1 of 4 ``— -

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool si a the
actual impervious % and permanent pool depth. Linear interpolation should be employ C--G-r f non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the % C . (0 30 ek M 'vide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% T;
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 Initials:
d t a.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
J t2C. b.
The forebay volume is approximately equal to 20% of the basin volume.
J 1W, c.
The temporary pool controls runoff from the design storm event.
dYZC. d.
The temporary pool draws down in 2 to 5 days.
dtZC e.
If required, a 30-foot vegetative filter is provided at the outlet ( include non -erosive flow
calculations)
J KC f.
The basin length to width ratio is greater than 3:1.
J12C g.
The basin side slopes above the permanent pool are no steeper than 3:1.
J (2C h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
J12C i.
Vegetative cover above the permanent pool elevation is specified.
JYZC j.
A trash rack or similar device is provided for both the overflow and orifice.
612C k.
A recorded drainage easement is provided for each basin including access to nearest right -
of way.
Jac 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.
JKC m. A mechanism is specified which will drain the basin for maintenance or an emergency.
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) _
This system (check one) _
does X does not incorporate a vegetated filter at the outlet.
does X does not incorporate pretreatment other than a forebay.
Form: SMIU-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 penetrate into accumulated sediments.
When the permanent pool depth reads 9.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 9.75 feet in the forebay, the sediment shall be removed.
Sediment Removal = 9.75 75%
Bottom Elevation = .25 25% j
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation = 14.25
----- Sediment Removal Elevation = 9.75 75%
MAIN POND
25%
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.
1. All components of the wet detention basin syste n shall be maintained in good working order.
Form: SWJ-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: Jeffrey M. Stokle
Title: (Dl ftp,-G Eg
Address: 5321 Masonboro Harbour Drive
Phone: 910) 616 - 2200
Signature: (IVIN�G�2�
Date: 3 —ZJ-
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.
4�I, , ►LG5 ,a Notary Public for the State of
County of , IG ,do hereby certify that .�&/ M. STr�1GUw r/
personally appeared before me this 7,1 day of M,&- ,and acknowledge the due
execution of the foregoing wet detention basin maintenance requirements. Witness my hand and official seal,
♦'
NOTARY 's
PUBLIC
SEAL
My commission expires // 05-e27
Form: SWU-f 02 Rev 3.99 Page 4 of 4

INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 21-1.1000, the Coastal Stormwater Management Regulations, deed restrictions and
protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and sold
runoff will be treated by 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 applicable regulation
governing the density level. The folluvving deed restrictions and covenants must be recorded prior to the sale of any
lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number
, as issued by the Division of Water Quality under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with
the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the Division of
Water Quality.
6. Note: If the BUA per lot varies, please substitute the following statement for the paragraph above and provide a
complete listing of the proposed BUA for each lot:
The maximum allowable built -upon area per lot is as follows:
rd
Lot
Impervious Allocation
Lot
Impervious Allocation
1
30,100 sq ft
8
38,200 sq ft
2
36,000 sq ft
9
38,200 sq ft
3
37,300 sq ft
10
38,200 sq ft
4
32,400 sq ft
11
31,100 sq ft
5
38,200 sq ft 12
30,900 sq ft
6
38,200 sq ft 13
30,500 sq ft
7
38,200 sq ft
14
30,200 sq It
These allotted amounts include 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.
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 rood drain gutters which drain into the street, grading the lot to drain towards the street, or
grading perimeter swa/es 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.
Print Name and Title: Jeffrey M. Stokley, /► 4NNl4GAZ
Address: 5321 Masonboro Harbour Drive, Wilmington, NC 28409
Phone: ( 91,0j 616 — 2200 Date: 3/7-1 A
Signature: Cm 11-pi &C5
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`y+GGS , a Notary
do hereby certify that
2-00.1 , arid ac
d a 14 1l , County of
wtl I personally appeared before me this
ution 4f the foregoing infiltration basin maintenance
MAR 1 a 2007
711

lc
P. 01
lc
TRANSACTION REPORT
lc
AUG-21-2007 TUE
11:37 AM
�c FOR; NCDENR
9103502004
>� SEND
lc
�
�c DATE START RECEIVER
TX TIME PAGES TYPE
NOTE
M# DP l<
lc AUG-21 11:32 AM 92540502
5'04" 10 FAX TX
OK
398
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TOTAL
5M 4S PAGES: -10
lc
�
State of North Carolina
Deportment of Environment and Natural Resources
Wilmington Regionl Office
Michael F. Easley, Governor !� U iarn G. Blass, A., Secretary
FAX COVER SHEET
Date: S Zo O 7
To. _ r C,41'# ,- "*
Co; e. Oe s ro,
Fax: 2 e- —
Re: (f-4 PC a dS r n r S _S
No -Paps (excl. cover):.`
From:
Phone:
Fax: [phone],
127 Cardinal Drive Extension, Wilmington, NC 2 1,'15 m (91®)' 796.7215 • An rNual Onwrtunity Affirnmtive Action Employer

State of North Carolina
Department of Environment and Naturai Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Datte:
Co: Cow 5 rliG L. A-„ ad
Fax: S7 O S O 2—
Re: cf-4 P e Ant /' 6 as t o e s .S
William G. Ross, Jr., Secretary
No. Pages (excl. cover):
From. -
Phone: 7fG - 7 Z ��5_
Fax: [phone]
Aa
127 Cardinal Drive Extension, Wilmington, NC 28405 9 [phone] o An Equal Opportunity Affirmative Action Employer

Supplemental Stormwater Calculations
For
Cape Fear Business Park
New Hanover County, North Carolina
Prepared by:
coastal Viand Design, PLLC
CivR Engineering / I:anascape ATOitectum / Construction M magement
P.O;BoK 1172 Phone. [phone] R E C 7
Wilmington, NG 29442 .Fax: [phone].
JUL 0 9 2007
BY:
Prepared for:
Cape Fear Investment & Development, LLC
1611 Castle Hayne Road, Building B
Wilmington, NC 28401
09-March-2007

Roadside Ditch Design
For
Cape Fear Business Park
New Hanover County, !North Carolina

421 Business Park
New Hanover County, North Carolina
Designer:........ Jay Carmine, E.I.
Checker:......... Jeff Petro -if, P.E.
Date: .............. 1 /18/2007 10:39
File: ................ Y:\CLD Projects\650-00 Jeff Stokley\650-01 Hwy 421 Industrial
Park\Admin\Stormwater\[650-01 Roadside Ditch Capacity.xls]Drainage Basins
Drainage Basin Desian
Roadside Ditch
Drainage Area
Roadway
Im envious
Lot Impervious
Combined Cc
Drainage
Len th
Elevation
Chan e
Tc
Adjusted
Tc
name
s
s
s
---
ft
ft
min
min
RSD-1
76,812
7,592
66,100
0.92
580
5
7
5
RSD-2
90,413
5,440
69,700
0.82
620
5
7
5
RSD-3
79,256
6,967
60,700
0.84
570
4
7
5
RSD-4
79,907
4,678
62,000
0.83
670
4
8
6
RSD-5
10,998
3,987
0
0.47
280
4
3
5
RSD-6
10,823 1
3,936
1 0
0.47
280
1 4
3
5
POND
39,184
0
0
0.20
20
5
0
5
Total D.B.
387,393
32,600
258,500
0.76
75.14
<--- Percent Impervious
RSD-7
143,030
7,161
114,600
0.84
770 1
4
1 10 1
6
RSD-8
132,787
7,157
114,600
0.89 1
750
4
1 10
1 5
=Existin_q RSD
141969
46,889
0
0.45 1
1200
3
1 18
27
New Hanover County OF Table
Return Period
G
H
2yr
182
26
5yr
232
30
10yr
268
38
25yr
326
35
50yr
364
36
100yr
403
37
Intensity = G / (rc + H)
Roadside Ditch Dimensions: 2 [ft] Depth
3 [H:1] Sideslope
0.02 Mannings n
18.43 [1 Sideslope
Roadside Ditch Capacity Design
Roadside Ditch
ID
R-100
Intensity
Q-100
Roadside Ditch
Slope
Max Depth
Q-1000-100
Depth of
Flow
Velocity
Liner
Needed
namel
rin/hrl
fcfsl%]
Ifti
I rft1f
PSIft
RSD-1
9.60
15.56
0.50
2.00
1.20
3.6
No
RSD-2
9.60
16.40
0.50
2.00
1.22
3.7
No
RSD-3
9.60
14.67
0.50
2.00
1.17
3.6
No
RSD-4
9.46
14.33
0.50
2.00
1.16
3.5
No
RSD-5
9.60
1.14
0.50
2.00
0.45
1.9
No
RSD-6
9.60
1.13
0.50
1 2.00 1
0.45
1.9
No
RSD-7
9.,l
25,62
O.7J
., ,,,,
L.UU
n
I.J4
4.8
No
RSD-8
9.57
25.90
0.75 1
2.00
1.34
4.8
No
11 Existing RSD
6.28
9.17

RIDRaD Aaron Desian / Liner Desian
Roadside Ditch
ID
R-10 Intensity
Q-10
Max Depth
Q-10 Depth
of Flow
Q-10
Veloci
Liner
Needed
name
in rl
1cfs1ftl
[fti
f s
ft
RSD-1
6.23
10.11
2.00
1.02
3.2
No
RSD-2
6.23
10.65
2.00
1.04
3.3
No
RSD-3
6.23
9.53
2.00
1.00
3.2
No
RSD-4
6.15
9.31
2.00
0.99
3.2
No
RSD-5
6.23
0.74
2.00
0.38
1.7
No
RSD-6
6.23
0.73
2.00
0.38
1.7
No
RSD-7
6.05
16.65
2.00
1.14
4.3 1
No
RSD-8
6.22
16.82
2.00
1.14
4.3
No
Existing RSD
4.12
0.74
Note
Drainage basin to Culvert-1 is "Existing RSD"
Drainage basin to Culvert-2 is "RSD-1" + "RSD-5"
Drainage basin to Culvert-3 is "RSD-2" + "RSD-6"
Drainage basin to Culvert-4 is "RSD-7"
uulven: unaracrensucs
at Hip Hap
Uesl n 1 ear
Culvert ID
10yr Design
Flow
Q(NO
Number of
Culverts
I Design Flow
per Pipe
Pipe
Slope
S
Pipe
Size
D
Full Flow
Velocity
Mull)
name
[cfs]
[no.
cfs
%]
rinI
[f s
Culvert-1
0.74
1
0.74
0.5
24
5.11
Culvert-2
10.85
1
10.85
0.5
36
6.69
Culvert-3
11.38
1
11.38
0.5
36
6.69
Culvert-4
16.65
1
16.65
0.5
1 36
6.69
Culvert ID
Flow Flow
(Qfull
Flow Ratio
(q/Qfull)
Diameter Ratio
(d/D)
Flow Depth
(d)
Velocity
Ratio
v/vfull
Pipe
Velocity
v
[name]
1cfs1
[---
--- I
[in]
--- I
[fps]
Culvert-1
16.04
0.05
0.15
3.6
0.40
2.06
Culvert-2
47.29
0.23
0.38
13.6
0.69
4.61
Culvert-3
47.29
0.24
0.39
13.9
0.70
4.67
Culvert-4
47.29
0.35
0.46
16.7
1 0.77
5.15
Circular Channel Ratios
(varying n)
d/D
Qfull
vd/vfull
0.10
0.02
0.31
0.20
0.07
0.48
0.30
0.14
0.61
0.40
0.26
0.71
0.50
0.41
0.80
0.60
0.56
0.88
0.70
0.72
0.95
0.80
0.87
1.01
0.90
0.99
1.04
0.95
1.02
1.03
1.00 1
1.00
1.00

S#ormwater Pond Capacity Design
For
Cape Fear Business Park
New Hanover County, North Carolina

Wet Detention Basin Design Sheet
421 Business Park
Stormwater Pond
Drainage Area (Ad) =
8.893 [ac]
Impervious Area (Ai):
Buildings/Lots:
5.934 [ac]
Roadway:
0.748 [ac]
Sidewalk:
0.000 [ac]
Other:
0.000 acl
Total:
6.683 [ac]
Percent Impervious (1):
I = FA/Ad = 75.14% a —
Pond Shall be 6 Feet Deep and Designed to Remove 90% TSS
SAIDA= 0.0425
Required Surface Area at Permanent Pool Elevation (14.25 ft)
SAREQ.= 0.378 [ac] = 16,464 [sf]
Surface Area Provided at Permanent Pool Elevation (14.25 ft): 20,526 [sf]
11 SA Provided = 20,526 > 16,464 = SA Required OK
Minimum Required Volume (Simple Method by Tom Scheuler):
Receiving water body = Cape Fear River 18-(63); (C;Sw)
Required to Store 1" of Rainfall
Rv = 0.05 + 0.009 * (1)
Rv = 0.726
Volume = (1.0") * Rv * Ad = 0.538 [ac-ft]
= 23,447 [cf]
Volume Provided at Temporary Pool
Increment
Total
ELM
SA rsA
Vol. c
Vol. rCA
14.25'
20,526
0
0
15.25'
22,430
21,478
21,478
16.25'
24,392
23,411
44,889
Set Temporary Pool Elevation
Required Elevation = 15.33 [ft] to Store 1"Rainfall
Use Elevation = 15.34 [ft]
Volume Provided = 23,681 [cf]
Vol. Provided = 23,681 > 23,447 = Vol. Required OK

Main Pond Permanent Volume
Increment
Total
ELM
SA fsfl
Vol. rcfl
Vol. c
8.2&
6,362
0
0
9.25'
7,530
6,946
6,946
10.25'
8,771
8,151
15,097
11.25'
10,083
9,427
24.524
12.25'
11,468
10,776
35,299
13.25'
12,924
12,196
47,495
14.25'
18,299
15,612
63,107
Forebay Permanent Volume
Increment
Total
ELM SA Fsfl
Vol. rcfl
Vol. fcfl
8.25' 843
0
0
9.25' 1,315
1,079
1,079
10.25' 1,859
1,587
2,666
11.25' 2,475
2,167
4,833
12.25' 3,164
2,820
7,653
13.25' 3,924
3,544
11,197
14.25' 4,756
4,340
15,537
Total Basin Volume =
78,643
<--- Forebay Volume + Main Pond Volume
Max Forbay Volume (MaxFBV) =
17,301
<--- 22% of Total Basin Volume
Min Forbay Volume (MinFBV)=
14,156
< --- 18% of Total Basin Volume
IL MaxFBV (22%) >
15,537
> MInFl3V (18%) OK
Orifice Sizing: Required Drawdown Time = 2 - 5 Days
QZ = 0.137 [cfs] (For 2 Day Drawdown)
Q5 = 0.0548 [cfs] (For 5 Day Drawdown)
Select a 2.0 inch circular orifice, (Permanent Pool El. 14.25 ft)
Q Provided= Cd*A*(2gh)2 Where: Cd= 0.6
A= 0.022 [sf]
g= 32.2 [fps/s]
h= avg head:
1.00 [ft]
Q Provided = 0.105 [cfs]
02 > 0.105 > 05 OK
Drawdown Time 2.61 [days]

Wet Detention Basin Spillway Design
421 Business Park
Stormwater Pond
Drainage Area = 8.893 [acres]
% Impervious = 75.14%
Cc= E(CA)/E(A) 0.764
Where C Impervious = 0.95
C Pervious = 0.20
Spillway Barrel Design Storm Event =
Riser Structure Design, Storm Event =
Emergency Spillway Design Storm Event =
Dimensions of Outlet Structure = 6'
Top of Spillway =
Riser El. = 17.50
h
Invert Out = 14.5
Top of Spillway = 18.22
10 year - 5 minute
10 year - 5 rninute
100 year - 5 rrAnute,
[square]
Width of Emergency Spillway
'110.0` i "Top of Dike = 19.06

Check for Flow Capacity of Barrel f10 year storm event
Peak Rainfall Intensity = 7.23 [in/hr] Principal Spillway to Pass Required 10 year Storm Event
Q Req'd = Cc * I *A = 49.10 [cfs]
h = 2.22 [ft]
Diameter of Cutlet Pipe = 3.0'
Q = CA(2gh)°-S x Nb 54.98 [cfs] Where C 0.65 (Groove -end with headwall)
Nb = Number of Barrels = 1 [barrels]
pipe velocity = Q / (0.25*a*D) = 6.95 [fps]
L Q Principal = 54.98 [cfs] > 49.10 [cfs] = Q Required OK
Check for Flow Capacity of Riser f10 year storm event]
Peak Rainfall Intensity = 7.23 [in/hr] .— Riser to Pass Required 10 year Storm Event
Q Emergency = Cw L. H3* = 49.20 [cfs] Where Cw = 3.33 (Sharp -crested weir)
Q Principal = 49.20 [cfs] > 49.10 [cfs] = Q Required OK II
Minimum Height of Emergency Spillway Above Riser = 0.72 ft (To Pass 10year Storm Event Solely Thru Riser)
Minimum Emergency Spillway Elevation = 18.22 ft (To Pass 10year Storm Event Solely Thru Riser)
Check for Flow Capacity of Emergency Spillway (100 year storm event]
Peak Rainfall Intensity = 9.60 [in/hr]
Q Req'd = Cc * I * A = 65.19 [cfs] f— Emergency Spillway to Pass Required 100 year Storm Event
Q Emergency = Cw L H3/2 = 253.32 [cfs] Where Cw = 3.0 (Broad -crested weir)
I� Q Emergency = 253.32 [cfs] > 65.19 [cfs] = Q Required OK I�
Minimum Height of Top of Bank Above Water Level = 0.50 ft
Maximum Water Elevation in Spillway at 100yr Storm 18.56 ft
Minimum Height of Top of Bank = 19.06 ft

Stormwater Pond Routing Design
For
Cape Fear Business Park
Now Hanover County, North Carolina

Pre -Development Discharge Calculations
Site Characteristics
Runoff Coefficient, Cpre
0.2 Given
Hydraulic Length, Lpfe
550 ft Given
Elevation Change, Hpre
4 ft Given
Watershed Area, A
8.893 acres Given
Time of Concentrations for ©-pre
Time of Concentration, Tcpre
2-yr Intensity, 1pre,2
10-yr Intensity, Ipre,10
25-yr Intensity, Ipre,25
50-yr Intensity, Ipfe,50
100-yr Intensity, Ipre,100
Rational Method: O-pre.peak
2-yr Flow, Qpre.peak2
10-yr Flow, Qpre,peak,10
25-yr Flow, Qpre,peak,25
50-yr Flow, Qpre,peak,50
100-yr Flow, Qpre,peak,100
6.70
min
Tc = (1-3 / H)0.385 / 128
5.57
in/hr
12 = 182 / (26+Tc)
6.92
in/hr
110 = 268 / (32+Tc)
7.82
in/hr
125 = 326 / (35+Tc)
8.52
in/hr
150 = 364 / (36+Tc)
9.22
in/hr
1100 = 403 / (37+Tc)
9.98
cfs
Qpre,peak,2 = Cpre*lpre,2*A
12.42
cfs
Qpre,peak,10 = Cpre*lpr%l0*A
14.02
cfs
Qpre,peak,25 = Cpre*lpre,25*A
15.29
cfs
Qpre,peak,50 = Cpre*Ipre,50*A
16.54
CfS
Qpre,peak,100 = Cpre*Ipre,100*A
Post Development Discharge Calculations
Site Characteristics
Impervious Area
Runoff Coefficient, Cpas1
Hydraulic Length, Lpo1
Elevation Change, HpoSt
Area, A
Time of Concentrations for 0-oost
Time of Concentration, Tc
2-yr Intensity, Ipost2
10-yr Intensity, Ipost,10
25-yr Intensity, Ipos1,25
50-yr Intensity, IpOs1,50
100-yr Intensity, Ippst,100
6.683. acres
Given
0.76
Composite C
550 ft
Given
0 ft
Given
8.893 acres
Given
6.15 min
Tc = (12 / H)o.3a5 / 128
5.66 in/hr
12 = 182 / (26+Tc): NHCo SW Manual
7.03 in/hr
110 = 268 / (32+Tc): NHCo SW Manual
7.92 in/hr
12 = 326 / (35+Tc): NHCo SW Manual
8.64 in/hr
I5 = 364 / (36+Tc): NHCo SW Manual
9.34 in/hr
1100 = 403 / (37+Tc): NHCo SW Manual

Rational Method: Q-oost-peak
2-yr Flow, Qpost,in,peak,2
38.76
CfS
Qpost,in,peak,2 = Cpost*lpost,2*A
10-yr Flow, Qpost,in,peak,10
48.10
CfS
Qpost,in,peak,10 = Cpost*lpost,l0*A
25-yr Flow, Qpost,in.peak,25
54.25
CfS
Qpost,in,peak,25 = Cpost*Ipost,25*A
50-yr Flow, Qpost,in,peak,s0
59.13
cfs
Qpostjn,peak,50 = Cpost*lpost.5o*A
100-yr Flow, Qpost,in,peak,100
63.95
CfS
Qpost,in,peak,100 = Cpost*lpost,1oo*A
Routing Characteristics
Difference in Discharge Between Q-post
and 0-ore
2-yr storm differnce, AQ2
28.78
cfs
AQ2 = Qpost,in,peak,2 - Qpre,peak,2
10-yr storm differnce, AQ10
35.68
cfs
AQ10 = Qpost,in,peak,10 - Qpre,peak,10
25-yr storm differnce, AQ25
40.23
CfS
AQ2, = Qpost,in,peak,25 - Qpre,peak,25
50-yr storm differnce, AQSo
43.85
cfs
AOM = Qpost,in,peak,50 - Qpre,peak,50
100-yr storm differnce, AQ1oo
47.41
cfs
AQ,00 = Qpost,in,peak,100 - Qpre,peak,100
Rainfall Amounts for 6 Hour Storm Events
2-yr Storm Depth, P2
3.30
in
6 hr runoff (Table 40-3A,NHCo SW Manual)
10-yr Storm Depth, P10
4.82
in
6 hr runoff (Table 40-3A,NHCo SW Manual)
25-yr Storm Depth, P25
5.71
in
6 hr runoff (Table 40-3A,NHCo SW Manual)
50-yr Storm Depth, P50
6.40
in
6 hr runoff (Table 40-3A,NHCo SW Manual)
100-yr Storm Depth, P100
7.00
in
6 hr runoff (Table 40-3A,NHCo SW Manual)
SCS Soil / Site Information
Majority Soil Curve Number, CN
30
Lakeland & Wakulla Sands, Woods: Good Cover
Site Curve Number, CN
81
Composite CN
Soil Storage Capacity, S
2.33
S = 1000/CN -10
Runoff Volumes for Post Development
2-yr Runoff Depth, q*2
1.56
in
q*2 = (P - 0.2*S)2/(P + 0.8*S)
2-yr Runoff Volume, V2
50,204
cf
V2 = q*2(A)
10-yr Runoff Depth, q*10
2.84
in
q*,o = (P - 0.2*S)2/(P + 0.8*S)
10-yr Runoff Volume, V,o
91,553
cf
V,o = q*,o(A)
25-yr Runoff Depth, q*25
3.63
in
q*25 = (P - 0.2*S)2/(P + 0.8*S)
25-yr Runoff Volume, V25
117,202
cf
V25 = q*25(A)
50-yr Runoff Depth, q*so
4.26
in
q*50 = (P - 0.2*S)2/(P + 0.8*S)
50-yr Runoff Volume, V5o
137,544
cf
V50 = q*50(A)
100-yr Runoff Depth, q*1oO
4.82
in
q*100 = (P - 0.2*S)2/(P + 0.8*S)
100-yr Runoff Volume, V,Do
155,477
cf
V100 = q*1D0(A)
Time to Peak for Post Development
2-yr Time to Peak, T102
15.53
min
Tp2 = V2 / (60*1.39*Qpost,in,peak,2)
10-yr Time to Peak, Tp,o
22.82
min
Tp,o = Vt0 / (60*1.39*Qpost,tn,peak,10
25-yr Time to Peak, TP25
25.90
min
Tp25 = V25 / (60*1.39*Qpost,in,peak,25)
50-yr Time to Peak, Tp50
27.89
min
TP50 = V50 / (60*1.39*Qposun,peak,50)
100-yr Time to Peak, Tp,00
29.15 ,
min
Tp,00 = V100 / (60*1.39*Qpost,in,peak,100)

Required Storage Volumes for Q-post = O-ore
2-yr Required Storage, S2
37,277
cf
10-yr Required Storage, Sio
67,916
cf
25-yr Required Storage, S25
86,911
cf
50-yr Required Storage, S50
101,985
cf
100-yr Required Storage, S100
115,270
cf
Stage Storage Function
Permanent Pond Level 14.25 ft
S2 = 1.39*OQ2*Tp2*60
SIo = 1.39*AQio*Tpio*60
S25 =1.39* AQ25*TP25*60
S5 = 1.39*oQ50*Tpso*60
S100 = 1.39*AQioo"Tpl"-60
Contour Elevation
Contour
Area
Increment.
Volume
Accum.
Volume
Stage (Z)
In (S)
In (Z)
Estimated
Stage
fmsll
[sq ft]
rcu ft
cu ftj
If"i
I rftl
14.25
E20,526
0
0
0.00
0.000
0.000
0.000
15.25
22,430
21,478
21,478
1.00
9.975
0.000
1.012
16.25
24,392
23,411
44,889
.2.00
10.712
0.693
1.973
17.25
26,409
25,401
70,290
3.00
11.160
1.099
2.962
18.25
28,484
27,447
97,736
4.00
11.490
1.386
3.994
19.25
30,946
29,715 1
127.451
5.00
11.755
1.609
5.079
12.000
11.600
11.200
10.800
c
10.400 .....--
10.000
9.600
0.000
b 1.1037 b = [In (S2/Si)]/[In (Z2/Z,)] = (slope of regression)
Ks 2.12E+04 KS = S2/Z2e = (exp ^ intercept of regression)
Stage Storage Parameters
0.200 0.400 0.600 0.800 1.000 1.200 1.400 1.600
In (Z)
• Stage Storage — Regression

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 18, 2007
.Jeffrey M. Stokley, Registered Agent
Stokley Development Corporation
5321 Masonboro Harbour Drive
Wilmington, NC 28409
Subject: Request for Additional Information, Stormwater Project No. SW8 070319
Cape Fear Business Park, New Hanover County
Dear Mr. Stokley:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Cape Fear Business Park on March 13, 2007. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
1. Please provide a stormwater application in the name of the current — documented owner
and that legal entity's signing official, as required by 15 NCAC 2H. 1003(e). From the
documentation provided, it appears that the owner is Cape Fear Investment &
Development, LLC. The application and permit must be in that legal entity name. If
there is a pending agreement for sale between Cape Fear Investment & Development_
LLC and Stokley Development Corporation, then submit that documentation for
curisideratiurl. if the agreement exists and appropriate documentation is provided then
the signing official of the corporation must be a principal executive officer of at least the
level of vice-president or his authorized representative. If an agent signs for the
corporation then a letter of authorization must be signed and notarized by at least the
vice-president.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to April 27, 2007, 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].
Sincerely,
-e,. 11 cm AA0
Rhonda Hall
ENB/rh: S:IWQSISTORMWATERIADDINF0120071070319 aDr07
CC: Jeffrey B. Petroff, Coastal land Design, PLLC, 910-254-0502 fax, 910-254-9333 ph
Cape Fear Investment & Development, LLC, Robert E. Huckabee, III,
Manager, 1611 Castle Hayne Road, Building B, Wilmington, NC 28401 N°i� Carona
Rhonda Hall �turally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwateraualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

P. 01 �c
TRANSACTION REPORT
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APR-19-2007
THU 06:36 AM
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FOR: NCDENR
9103502004
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TX TIME PAGES TYPE
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21S PAGES:
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�OF W AT�9 Mkhvd F. 6eakY. governor
4a Winiam 0. Rare h., secrate7
North Carallna Dqer4nent orEsvimomrnt mil NaWnl ResauOm
Alen W. Rllm it. PA Dhootor
O•� Drvlcion afWamr QualitY
April 18, 2007
Jeffrey M. Stokley, Registered Agent
Stokley Development Corporation
5321 Masonboro Harbour Drive
Wilmington, NC 28409
Subject: Request for Additional Information, St"inweter Project No. SWS 070319
cape Fear Businebs Faffa, New Hg-nover County
Dear Mr. Stokley:
The Wilmington Regional Office received a Stormwater Management Permit Application for
that t Fe application
Is not co plete. Tpark on Marc;h he following Infommletionreview
lss needed tocontinue
the has determined
review:
1. Please provide a stormweter application in the name of the current - documented owner
and that legal entity's signing official, as required by 15 NCAC 2H. 1003(e). From the
documentation provided, it appears that the owner is Cape Fear Investment &
Development, LLC. The application and permit must be in that legal entity name. If
there Is a pending agreement for sale between Cape Fear Investment & Development,
LLC and Stdmsy Development Corporation, then submit that documentation for
consideration. If the agreement exists and appropriate documentation Is provided then
leevvell signing
vice-presidenofficial of t or his uthorized represeration must be a tativ. principal If an agent signs t r at the
corporation then a letter of authorization must be signed and notarized by at least the
vice-president.
Please note that this request for additional Information is In response to a preliminary review.
will beerre> uested information
mplete. should he return or a prroject will nce prior to April 27, ecessitate resub ittal of all requiror the ed 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 vlolatlon of NCGS 143-216.1 and Is subject to
enforcement action pursuant to NCGS 143-216.6A.
Please reference the State assigned questions concerning this matter please (feet free call me at (910) 796-72pIf you have any
1 Sndence.
Sincerely,-o.. a 0 1
Rhonda Hell
ENB1rh:$:1WQS13TORMWATERWpDINFO\200T070319 spr07
CC: Jeffrey B. Petroff, Coastal land Design, PLLC, 910-264-0502 fax, 910-25"333 ph
Cape Fear Investment & Development, LLC, Robert E. Huckabee, Ili, �
Manager.1611 Castle Hayne Road, Building B. Wilmington. NC 28401 ,�arnar-
hon
North C Nallna Diviaion of Water Quality 177Cenelnal Drive BaWaien Wi1ffm mn. NC 384115 � �� Q) S9a�5 t �74r
serrioc
Wllming a, Aepional ornee haroot xww.novMIMMlity ma
An Egad oppo,omtrA*MdvoAo8m Employer- 58%ReaydoMO%Pmt CaMM$rpW f

New Hanover County
Page 1 of 2
PARID:R03200-001-035-000
CAPE FEAR INVESTMENT & DEV LLC 4001 421 HwY N
Parcel
Alt ID
320004.82.5005.000
Address
4001 N 421 HWY
Unit
City
WILMINGTON
Zip Code
-
Neighborhood
6290
Class
IND-Industrial
Land Use Code
958-Unused Land
Living Units
Acres
5
Zoning
1-2-INDUSTRIAL DISTRICT
Current Tax Statement
FOR FURTHER INFORMATION, CLICK HERE
Legal
Legal Description
(5.00 ACRES) TR D INVISTA SARL DIVISION
Tax District
FD
Owners
Owner
CAPE FEAR INVESTMENT & DEV LLC
City
WILMINGTON
State
NC
Country
Zip
28401
The data is from 2007
Sales
Sale
Date
Sale Price Grantee Grantor
le
Book Page Key
y
09-
$552,500 CAPE FEAR INVESTMENT ARTEVA
5063 852 408463
AUG-
& DEV LLC SPECIALTIES S A R L
06
15-
$3,120,000 ARTEVA SPECIALTIES S A H N A HOLDINGS INC
2485 0978 24175
DEC-
R L
98
Sale Details 1 of2
Sale Date
09-AUG-06
Sale Key
408463
Sale Price
$552,500.00
Grantee
CAPE FEAR INVESTMENT & DEV LLC
Grantor
ARTEVA SPECIALTIES S A R L
Sale Source
-
Book
5063
Page
852
Sale Validity
-
Sale Type
Sale Flag
STEB
Instrument#
Instrument Type
Warranty Deed
Adj. Reason
Adj. Price
Adj. Amount
Values
Year
2007
Total Land
$400,000
Total Buildings
$0
Appraised Total
$400,000
http://etax.nhcgov.comIFormsIPrintDatalet.aspx?pin=RO3200-001-035-000&gsp=PROFIL... 3/14/2007

CD
tow.
I

Coastal Land Design, PLLC.
P. O. Box 1172 Wilmington, NC 28402
Phone:[phone] Fax:[phone]
To: I NCDENR-Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: I Chris Baker
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
Transmittal
Date: I March 13, 2007
File: 650-01
Subject: Cape Fear Business Park
Express Stormwater Submittal
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Check
In the Amount of $4,000.00
1
Original
NCDENR-DWQ Stormwater Management Permit Application Form
1
Copy
NCDENR-DWQ Stormwater Management Permit Application Form
1
Original
Information Pertaining to Deed Restrictions and Protective Covenants
1
Original
Wet Detention Basin Supplement
1
Copy
Stormwater Design Narrative
1
Copy
Stormwater Design Supplemental Calculations
1
Copy
Existing Stormwater Permit SW8 050217
2
Sets
Stormwater Management Plans (Cover, SW-1, and SW-2)
RECEIVED
REMARKS
650-01 Transmittal-NCDENR 13-March-2007.doc

Stormwater Narrative
For
Cape Fear Business Park
New Hanover County, North Carolina
Prepared by:
Coastal Land Design, PLUG
Civil Engilneenng / Landscape }Architecture r' Cone twativn Management
P-0 Box 1172 Plzoiic! 91,0-254-93.33
Wiles ttgton, NC 2.9402 'Fax.: [phone],
Prepared for:
Cape Fear Investment & Development, LLC
1611 Castle Hayne Road, Building B
Wilmington, NC 28401
ZH CARn''4._
09-March-2007
SEAL
028858
MAR 13 2W

Narrative
Proiect Description
This stormwater design is for an approximately 10 acre business park off of N.C. Highway 421 in New
Hanover County. This project is a high density stormwater project that uses roadside ditches to convey
stormwater to an onsite conventional stormwater pond. This development is comprised of 15 lots, six (6) of
which, have already been allocated to an existing stormwater permit (SW8 050217). Those previously
allocated lots are lots 5-10 in this stormwater plan. All drainage from these lots will be directed towards the
permitted stormwater pond and the impervious allocation will be as per the issued stormwater permit for that
area. The stormwater from the remaining lots (1-4 and 11-15) will be directed towards one (1) conventional
stormwater pond designed to meet both NCDENR's and New Hanover County's stormwater requirements.
Site Description
The topography of the Cape Fear Industrial Park is slightly rolling with mild slopes ranging from 0.5% to 1 %
and is heavily vegetated with a thick pine forest. The site ultimately drains to the Cape Fear River 18-(63), a
waterway classified as C:Sw. The elevations on this project ranges from 14 feet MSL to 18 feet. The majority
of the soils, according to the Soil Survey of New Hanover County, are Lakeland sands and Wakulla sands.
Both of these soils are well draining and have a soil hydrologic group of A. This property is zoned IND-2.
Stormwater Treatment
Roadside ditches will be constructed to direct stormwater to either the permitted stormwater pond, or the
proposed stormwater pond. The permitted stormwater pond is already designed to treat the flow from lots 5-
10, so no modification will he required. Those lots will he graded such that the stormwater is directed
towards the permitted stormwater pond. The proposed stormwater pond will be designed to treat the
stormwater runoff from lots 1-4 and 11-15 according to NCDENR's and New Hanover County's stormwater
requirements.
Each roadside ditch is designed to handle the 100 year storm event without cresting over the road. Roadside
ditches on the east side of the road cross underneath the roadway through 36" RCP culverts. These culverts
are designed as well to handle the 100 year storm event during the unlike case when the bleeddown weir
and principal spillway are blocked. Under these design criteria, the 100 year storm event can be fully
bypassed without damage to the road or surrounding properties.
The stormwater pond has been designed to meet NCDENR's capacity analysis as well as New Hanover
County's pre -post requirements. The bleeddown orifice is designed to drain down the first 1" of rainfall within
two (2) to five (5) days. The riser elevation was set at an elevation that would satisfy New Hanover County's
pre -post requirement. The elevation of the emergency spillway was set at an elevation required to pass the
10 year storm event solely through the riser as per NCDENR regulations. The width of the emergency
spillway for the proposed pond will be the back width of the pond. It will be stabilized with rip -rap along the
flow path to prevent scour. The width of the emergency spillway is designed so that New Hanover County's
top of dam requirement could be met. With the design conditions set as listed above, the conventional
stormwater pond, culverts, and ditch system can safely route the 100-year storm event with or without the
principal spillway in operation.
New Hanover County requires that the post -development site discharge for the 25-, 10-, and 2-year storm
events are to be lower than the pre -development discharge for the same storm events. The unpermitted
portion of the site that drains to the proposed stormwater pond was used iu determine to calculate the pre -
post for this site. The pre -development discharge for this site for the 25-, 10-, and 2-year storm events are
14cfs, 12cfs, and 10cfs, respectively. The post -development discharge for the same three storm events are
14cfs, 12cfs, and 7cfs, respectively. Since the post -development discharge is not greater than the pre -
development discharge for the 25-, 10- and 2-year storm events, this site meets New Hanover County's pre -
post discharge requirement.

Existing Stormwater Riser
Field Evlauation / Certification for
Stormwater Project No. SW8 050217
New Hanover County, North Carolina
14-March-2007
Dear Mr. Baker:
oasta Land design, PLLC
Civil EnbMwningl Landscape ANb. itcoute ! C9ns' W09n M9nagcmeli1
A d$ K 1172 P'liona 910-254.4133
1W]flMMpn,NC28402 Fax [phone]
As discussed in the submittal meeting for the Cape Fear Business Park on March 13, 2007, an evaluation of
the existing stormwater pond riser structure at the 421 Industrial Park is required because stormwater
drainage from the Cape Fear Business Park project is being directed towards the permitted stormwater
pond at the 421 Industrial Park.
On, Tuesday, March 131h, 2007, Coastal Land Design, PLLC, performed a visual inspection of the stormwater
riser for the existing pond at the 421 Business Park as requested by your office. It was unclear from previous
certifications and field changes on file in your office, not performed by Coastal Land Design, PLLC, which
size orifice was actually installed in the existing stormwater riser. The purpose of the visual inspection was to
determine the actual size of the bleeddown orifice installed in the riser. Upon inspection and measurement,
the riser structure appears to have a 2-1/2" PVC bleeddown orifice.
Since the installed bleeddown orifice (2-1/2") is larger than the permitted orifice (2-1/4"), the drawdown time
of the existing pond needs to be verified to ensure a drawdown between 2 and 5 days. The permitted
elevation of the temporary pool is 15.6fmsl, the permitted elevation of the permanent pool is 14.Ofmsl, and
the permitted temporary pool volume is 47,456cf.
Q2dW = 47,456cf / 172,800sec = 0.275cfs
Qlft = 47,456cf / 432,000sec = 0.11 Ocfs
Qpr(Mded (0.60)''-M,*(2.5"/24)2*[(2*32.2fpss)*(15.6fmsl-14.Ofmsl—(2.5"/24)]o.50
QprWd.d — 0.201 cfs
Drawdown Time = 47,456cf / (0.201 cfs * 86,400sec/day) = 2.74days
Since Q5day(0.110cfs) < Qp,o,id d(0.201cfs) < Q2day(0.275cfs), the 2-1/2" orifice will drain the
temporary pool of the existing pond between 2 and 5 days. The actual drawdown of the temporary
pool should be approximately 2.7 days.
Please refer to the attached sketch for approximate dimensions and other detail notes concerning the
existing stormwater riser at the 421 Business Park.
Sincerely,
cm, rvm]73
MAR 13 2007
Jeffrey B. Petroff, P.E.
7

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JRC

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F Marshall EPAR` NIE T OF TUIE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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NC STOKLEY DEVELOPMENT Legal
CORP.
Business Corporation Information
SOSID:
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Citizenship:
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Duration:
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Current -Active
8/11 /2006
Domestic
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Perpetual
Registered Agent
Agent Name:
Stokley, Jeffrey M., Sr.
Registered Office Address:
5231 Masonboro Harbor Dr.
Wilmington NC 28409
Registered Mailing Address:
5231 Masonboro Harbor Dr.
Wilmington NC 28409
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New Hanover County Tax Records Inquiry - Current Tax Statement Page 1 of 1
NEW 11ANUVER UUUNIN TAX llL+'YAK. M.E.N 1'
2006 Real Estate Tax Records Inquiry - 2006 Tax Statement
Click here for 2007 tax information
8533633 2 0 0 6 T A X S T A T E M E N T 03 14 07
TAX DIST PARCEL ID NUMBER PERS VALUE REAL VALUE EXEMPTIONS TAX VALUE
FD R03200-001-035-000 0 150,000 0 150,000
LEGAL (5.00 ACRES) TR D INVISTA SARL DIVISION
LOCATION 4001 421 HWY N TR D
1/1/06 OWNER: ARTEVA SPECIALTIES S A R L
TAX TAX
DESCRIPTION RATE ASSESSED BALANCE
------------ ------ ---------- ----------
NH COUNTY 0.6850 1,027.50 0.00
NH FIRE DIST 0.0600 90.00 0.00
CAPE FEAR INVESTMENT & DEV LLC
1611 CASTLE RAYNE RD B
WILMINGTON NC 28401
REMIT TO: NEW HANOVER CO TAX OFFICE
P.O. BOX 18000 * TOTAL AMOUNT DUE 03/14/07 0.00
WILMINGTON, NC 28406
Ownership 14031 Estate Varums Building Sketch 'Sales
Prior loxes Proparty Map � Previmn Fags � Main Menu
Questions?'
MAR 13 2W
http://wwwtmpapps.nhcgov.com/Oasinq/Oasstmt.jsp?year=06&&set=R03200-001-035-000 3/14/2007

North Carolina Secretary of State
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alne F Marshall
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AgentName Huckabee, Robert E., III
Businesses that Huckabee, Robert E., III Represents ...
Entity Name
Type
Status
Formed
CAPE FEAR DEVELOPMENT &
Admin.
INVESTMENTS, INC.
BUS
Dissolved
4/2/2002
Cape Fear Investment &
Development, LLC
LLC
Current-
Active
3/21/2002
Current-
Commercial Charter Company, LLC
LLC
8/28/2002
Active
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http://vvww.secretary.state.nc.us/corporations/Agent.aspx?AgentId=2730406 3/13/2007

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Corporation Names
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NC Cape Fear Investment & Legal
Development, LLC
Limited Liability Company Information
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0625015
Current -Active
3/22/2002
Domestic
NC
Perpetual
Huckabee, Robert E., III
1611 Castle Hayne Road, Building B
Wilmington NC 28401
1611 Castle Hayne Road, Building B
Wilmington NC 28401
1611 Castle Hayne Road, Building B
Wilmington NC 28401
1611 Castle Hayne Road, Building B
Wilmington NC 28401
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http://vaw',A,.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=5449939 3/13/2007

SOSID: 0625015
r6 Date Filed: 2/27/200711:32:00 AM
Elaine F. Marshall
-' LIMITED LIABILITY COMPANY
North Carolina Secretary of State
o�
ANNUAL REPORT 2007 058 00251
�.a
?NAME OF LINCTED LIABP ITY CONiLnA_NY: C pc Fear Investment & Development, •'.•'•C
/ STATE Q1: INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0625015
NATURE OF BUSINESS: Real Estate Holding Company
REGISTERED AGENT: Huckabee, Robert E. , X
REGISTERED OFFICE MAILING ADDRESS: 1611 Castle Hayne Road, Building B
Wilmington, NC 28401
REGISTERED OFFICE STREET ADDRESS: 1611 Castle Hayne Road, Building B
Wilmington, NC 28401 New Hanover County
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS
MANAGERSA4EMBERS/ORGANIZERS:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
1611 Castle Hayne Road, Building BI
Ifibuinglon, NC 28401
1611 Castle Hayne Road, Building B
Wilmington, NC 28401
Ncpne: Robert E. Huckabee, AI Name: Jeffrey M. S•tokley, Sr.
Title: Manager Title: Manager
Address: Address:
1611 Castle llavne Road, Building B 1611 Castle 1lrryne Road, Building B
Wilmington, NC 28401 Wilmington, NC 28401
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BL' SIGNED BY A MANAGER/MEMBER DATE
RoBFer' H�k.96fE�. ZZ[ /r'00440GE�
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: S200 MAIL TO: Secretary of State • Corporations Division • Post O(lia Box 29525 • Raleigh. NC 27626-0525
II�IIIIIIl�! Illillllllllllll IIIIIViiilllllllil�f

1
C200622000484
STATE OF NORTH CAROLINA L
DEPARTMENT OF SECRETARY OF STATE
ARTICLES OF II`dC^DDORATY�,'I`3
SOSID: 861116
Date Filed: 8/11/2006 3:32:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200622000484
Pursuant to §55-2-02 of the General Statutes of North Carolina, the undersigned, acting as
the incorporator of the corporation, does hereby submit these Articles of Incorporation for the
purpose of forming a business corporation.
ARTICLE I
NAME
The name of the corporation is STOKLEY DEVELOPMENT CORP.
ARTICLE It
AUTHORIZED SHARES
The number of shares the corporation is authorized to issue is 10,000, all of one class,
designated as common stock.
ARTICLE III
THE REGISTERED OFFICE AND AGENT
Section 1. The street address and county of the initial registered office of the corporation is:
5231 Masonhoro Harbor Drive, Wilmington, New Hanover County, North Carolina 28409.
The mailing address if different from the street address of the initial Registered Office is:
5231 Masonboro Harbor Drive, Wilmington, New Hanover County, North Carolina 28409.
Section 2. The name of the initial registered agent is Jeffrey M. Stokley, Sr.
ARTICLE IV
DATA RESPECTING INCORPORATOR
The name and address of the incorporator is:
James A. MacDonald
Allen, MacDonald and Davis, PLLC
1508 Military Cutoff Road, Suite 102
Wilmington, NC 28403
This the day of July, 2006.
&�' &4kv
iles A. MacDonald, Incorporator

FOR RE6rSTRpTION RECIS7ER OF DEEDS
NEMRHANOVERRCO dj ITH NC
2006 AUG 09 11:4 :43 AM
5063 FG:Gv2-056 FEE:323.Oi
II�TR�4ENNC REV 11 MI 9
Tax Lot No. Parcel Identifier No.
REYS9QScS S$1,105.00 par 1 ## RC�200-001g30'Verified by unyon-0ay-o�p pp�p 6�pp 20
by -
Mail after recording to: James MacDonald, 1508 Military Cutoff Road, Suite 102. Wilmington_ N arnlift 7t:drra
ALLEN, MACDONALD 6 DAVA RIC
This instrument was prepared by: PARKER POE ADAMS & BERSTEIN LLP 15N MlUTARY C11MWflW
StIfElm
Yr8.119Nf7M NC261M
Brief description for the Index Approximately 17.00 acres, off of U.S. Highway 421
NOR//TH CAROLINA SPECIAL WARRANTY DEED
/(��
s �_ day of Julv, 2006 by and between
GRANTOR
IIWISTA SA r.l.,
a private Luxembourg limited company
dlb/a in North Carolina as 1NVISTA SA r.l., LLC
(formerly known as ARTEVA SPECIALTIES SA r.l.)
4123 Fast 37a Street North
Wichita, KS 67220
GRANTEE
CAPE FEAR INVESTMENT & DEVELOPMENT, LLC:
a North Carolina limited liability company
1611 Castle Hayne Rd., Bldg B
Wilmington, NC 28401
The designation Grantor and Grantee as used herein shall include said parties, their hews, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WTINESSETH, that the Grantor, for a valuable consideration paid by the Grandee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, subject to the restrictions on Exhibit A, all that
certain lot or parcel of land situated in Cape Fear Township, New Hanover County, North Carolina and more particularly described as
follows:
Being all of Tract "B", consisting of 7 acres, Tract "C", consisting of 5 acres, and Tract "D", consisting of 5 acres,
as the same are shown on a map entitled "INVISTA S.A.R.L. DIVISION TRACTS "A", "B", "C", "D";', on plat
prepared by Michael Underwood and Associates, P.A. dated September, 2004, and recorded in Map Book 46 at
Page 325 of the New Hanover County Registry (the "Property").
Together with all and singular the tenements, hereditaments and appurtenances thereunto belonging, or in anywise appertaining.
The Property is a portion of the property which was acquired by Grantor by instrument recorded in Book 2485, Page 978, New Hanover
County Registry.
A map showing the Property is recorded in Map Book 46 at Page 325 of the New Hanover County Registry.
THE PROPERTY IS FURTHER CONVEYED subject to the restrictions that the Property shall never be used for (1) residential
purposes, (2) the generation, treatment, storage or disposal of any Hazardous Material (as defined below), or (3) the pumping fnr
removal from the Property of more than thirty-five thousand (35.000) gallons of groundwater per day, and such covenants shall run
with the title to the Property and he binding upon the Property and upon Grantee, its successors and assigns and 'inure to the benefit of
the Grantor, its successors and assigns (the "Restrictions").
"Hazardous Material" means any substance, whether solid, liquid or gaseous, which is listed, defined or regulated as a "hazardous
substance," "extremely hazardous substance," "hazardous waste." "oil," "pollutant," "hazardous air pollutant," "toxic substance,"
"hazardous material," "dangerous substance" or "contaminant" or defined by words of similar import or otherwise subject to
remediation as hazardous, dangerous or toxic, in or pursuant to any environmental law or regulation, or which is or contains any
CLT 953732v2

asbestos, silica, polychlorinated biphenyis, urea formaldehyde foam insulation, explosive, nuclear or radioactive material, radon,
petroleum or other petroleum hydrocarbons, natural or synthetic gas, pesticides, insecticides, fungicides or rodenticides."
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple subject to the Restrictions.
And the Grantor covenants w.!h the Grantee, that Grantor has done nothing to in Y such title as Grantor received, and Gra—lo: - i!I
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor except for the exceptions
shown on EXHIBIT A attached hereto and trade a part hereof. Title to the property hereinabove described is subject to the exceptions
shown on EXHIBIT A attached hereto and made a part hereof.
CLT 953732v2

IN WITNESS WHEREOF, the Grantor has hereunto set his hand , or if corporate, has caused this instrument to be sighed in its
corporate name by its duly authorized officers by authority of its Board of Directors. the day and year first above written.
LNVISTA SA r.l.. aprivate Luxembourg limited company
cVoia in North Carolina as LN"�y tSTA SA r.i.,
(formerly known as ARTEVA SPECIALTIES SA r.1J
By: --z
Craig hanson, Manager
By:
lfay,Loring Voncannon, Manager
(SEAL)
i[�F
(SEAL)
a NotaryPublic of County. State of Kan.n.d,e do hereby
certify that CRAIG MUNSON and JAY L.ORING VONCANNON (the "Signatories"), each managers of of INVISTA S.Irr.l., a private
Luxembourg limited company doing business in North Carolina as INVOTA S.A r.l., LL.0 (formerly known as ARTEVA SPECIALTIES SA r.l.),
personally appeared before me this day and by authority duly given, acknowledged the due execution of the foregoing instrument on
behalf of the limited liability company.
I certify that the Signatories personally appeared before me this day, and
(check one of the following)
Z(I have personal knowledge of the identity of the Signatories); or
(I have seen satisfactory evidence of the Signatories' identities, by a current state or federal identification with the
Signatories' photographs in the form of:
(check one of the fallowing)
_ a driver's license or
in the form of
(a credible witness has sworn to the identity of the Signatory).
The Signatories acknowledged to me that each of them voluntarily signed the foregoing instrument for the purpose stated and
in the capacity indicated.
Witness my hand and official stamp or seal this 14tLday of 6
Notary Public
Print Nam: 9-ag_A M_ WOPKtaS
(Note: Notary Public must sign exactly as on notary seal/
TERESAM. HOPI(NS +
sonollI•IELAC My Commission Expires: l to y 1A GO g
MVAlipt lip
- [NOTARY SEAL] (MUST BE FULLY LEGIBLE)
The foregoing Catifcate(s) of
ishn catified to be correct. This inshun mt wd this caroficeta are duly registered at the dale and dme and in are Book and Page shown on the rnt page twwt
REGISTER OF DEEDS FOR NEW HANOVER COUNTY
By Deputy/Anistmt - Register of Deeds
CLT 953732v2

EX rf A
Exceptions
(1) The Restrictions.
'2 goring subuivisio,n, b4ud ng and cd7z ordinances aft ai: _ the Pro
i) �, ... s � PAY:
(3) Easements of record servicing the Property;
(4) Property taxes not yet due and payable;
(5) Road rights -of -way;
(6) Matters revealed by a survey and/or inspection of the Property;
(7) All matters set forth in First American Title Insurance Company Policy No. FA-32-198034.
(8) Those other encumbrances, reservations, restrictions and easements and other matters of record.
CLT 953732v2

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 081091200611:48:43 AM
Book: RE 5063 Page: 852-556
Document No.: 2006045189
DEED 5 POS $23.00
NC REAL ESTATE EXCISE TAX: $1,105.00 .
Recorder: CRESWELL, ANDREA
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2006045189*
12-1^u06045189