SW8000530_Current Permit_20100823

If
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 23, 2010—�t`c�S Sa 5
Kirkwood at Arrondale HOA, Inc. c/o Richard J. Wadzinski, Jr.
Community Solutions Southeast, LLC
2108 Capital Dr., Suite 102
Wilmington, NC 28409
Subject: Stormwater Permit No. SW8 000530 Renewal
Kirkwood at Arrondale
High Density Subdivision Project
New Hanover County
Dear Mr. Wadzinski:
The Wilmington Regional Office received a complete Stormwater Management Permit Renewal
and Name/Ownership Change Application for Kirkwood at Arrondale on August 16, 2010. The
Division is hereby notifying you that permit SW8 000530 has been renewed on August 18, 2010,
and shall be effective until October 11, 2022. The plans previously approved on October 11,
2002 in accordance with the regulations set forth in Title 15A NCAC 2H.1000 effective
September 1, 1995, remain in full force and effect.
This site was inspected and the site is currently in compliance with the terms and conditions of
this renewed state stormwater permit.
Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, 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
David Cox, or me at [phone].
Sin rely,
Zo�rettt`21iow—tt�' �!
Stormwater Supervisor
Division of Water Quality
G DS/dwc:
S:\WQS\STORMVIATER\PERMIT\000530ren.aug10
cc: Fogleman, Saffo Turner, Inc.
David Cox
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 A7Onee t,
Phone: [phone]FAX: [phone]\Customer Service:1-877-623-6748 fro Li1Carc:)Iina
Internet: wuvw.nauaterquality.org
An Equal Opportunity\Affirmative Action Employer

August 23, 2010
Kirkwood at Arrondale
Permit # SW8 000530
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER 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
Kirkwood at Arrondale HOA, Inc.
Kirkwood at Arrondale
US 421 New Hanover County
FOR THE
operation and maintenance of a wet detention in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwaterrulesl 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 permit is hereby renewed subject to the following addendums, clarifications,
conditions and limitations:
The original permit conditions contained in the permit issued on October 11,
2002 remain in full force and effect, except as amended herein. (An additional
copy of this original permit can be obtained from the Division of Water
Quality, Wilmington Regional Office.)
2. This permit shall be effective from the date of issuance until October 11,
2022.
3. The permittee shall submit a permit renewal application request at least 180
days prior to the expiration date of this permit. The renewal request must
include the applicable documentation and the processing fee.
4. Decorative spray fountains are allowed in a wet detention pond,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.

August 23, 2010
Kirkwood at Arrondale
Permit # SW8 000530
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower Tor a Tountain in this pond is 6 horsepower.
e. A fountain is not allowed if the permanent pool volume of the pond is less
than 30,000 cubic feet.
5. If the use of permeable pavement is desired, this permit must be modified to
add the permeable pavement conditions.
3

�P ce i U-ek T- &, -,2e,/ o �'�� 2 o a � /� g,s� �� YlI aDs'.3o
4-A�1
NCDE14R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP GRANGE FORM
1. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number: SW8 000530
2. Permit Holder's name:_Fogleman, Saffo, Turner, Inc.
3.
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1.
E
3
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5
Signing official's name: Mickey Fogleman Title: President
(person legally responsible for permit)
Mailing address:
City: State: Zip:
Phone: Fax:
NEW OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b. Name change of project (Please complete Item #5 below) :7— _ .
C. Mailing address change. (Please complete Item #4 below) AU1 6 2010
d. Other (please explain):
New owner's name to be put on permit: KICE'' �� a �'` �.��a�� ifo h 11,N C
New owner's signing official's name and title: / � c p (L� „Q Z j N ��1 77Z.
Title: S VeN + jci ' /Cw . oj 14o i
New Mailing Address:��-
'�lc7 C017, taL Pa • i 5,..4-Y, 10 a LLC
City:, ,�,► ; a .� N State: PC Zip: go <
Phone: 4 10 - ]i' 9 - g �? ;1 9 Fax:
New Project Name to be placed on permit:-12
Ownership/Name Change-022309 Page 1 of 3

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. ' A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE -NEW APPLICANT IN THE CASE OF A C­HANOE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
I, Mickey Fo leman , attest that this application for a name/ownership
charge has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: Date:
New Applicant's Certification: (Must be completed for all transfers of ownership)
1, -T 7' attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting informa n and attac is are not included, this application package will be
returned as i p'lete.
Signature:
: y IS/ZQld
Mail the entire package to: NCDENR Division of Water Quality
Surface Water Protection Section - Stormwater
at the Appropriate Contact Address (se the following page)
LAUG 16 2010
Ownership/Name Change-022309 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
i'-rvjeci rarrte: 1 (i Gl1 @ &4- /` /' o d q,-t-
BMP drainage area number:
Print name: ft dWMi af Arraa4,& 1/o A
Title:
OM
Phone: 7 7 9
Signature:
Date: Sf1D/2o. a
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.
1, Er r n M . Rend r ix , a Notary Public for the State of
1-3o r}-h Carol; nr.- , County of Mew 14 a_h ov e_r do hereby certify that
er ry M • Bar nc S personally appeared before me this i U04
day of A u qv s-F D 10 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
\`\\�`NNNrrrgrpt��
NENo,.p %��'.
Court"IQ P�
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N tress
MYC°101pi12012 2e
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SEAL
My commission expires OG*yber 1 , 201� �_=Rj-
M
AU616 2010
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

August 23, 2010
Kirkwood at Arrondale
Permit # SW8 000530
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER 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
Kirkwood at Arrondale HOA, Inc.
Kirkwood at Arrondale
US 421 New Hanover County
FOR THE
operation and maintenance of a wet detention in compliance with the provisions of 15A
NCAC 2H .1000 (hereafter referred to as the "stormwaterrules') 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 permit is hereby renewed subject to the following addendums, clarifications,
conditions and limitations:
The original permit conditions contained in the permit issued on October 11,
2002 remain in full force and effect, except as amended herein. (An additional
copy of this original permit can be obtained from the Division of Water
Quality, Wilmington Regional Office.)
2. This permit shall be effective from the date of issuance until October 11,
2022.
3. The permittee shall submit a permit renewal application request at least 180
days prior to the expiration date of this permit. The renewal request must
include the applicable documentation and the processing fee.
4. Decorative spray fountains are allowed in a wet detention pond,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.
2

August 23, 2010
Kirkwood at Arrondale
Permit # SW8 000530
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 6 horsepower.
e. A fountain is not allowed if the permanent pool volume of the pond is less
than 30,000 cubic feet.
5. If the use of permeable pavement is desired, this permit must be modified to
add the permeable pavement conditions.
3

Michael F. Easley, Governor
Secreta
North Carolina Department of Environment and nd NaturalG. Ross,rResourrces
X1
October 11, 2002
Mr. Mickey Fogleman, President
Fogleman Saffo Turner, Inc.
109 Hinton Avenue, No. 7
Wilmington, NC 28403
Alan W. Klimek P.E., Director
Division d Water Quality
Wilmington Regional Office
Subject: Permit No. SW8 000530 Modification
Kirkwood @ Arrondale
High Density Subdivision Stormwater Project
New Hanover County
Dear Mr: Fogleman:
The Wilmington Regional Office received a complete modification to the Stormwater
Management Permit Application for Kirkwood @ Arrondale on October 3, 2002. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwatcr Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding permit No.
SW8 000530, dated October 11, 2002, for the construction of the project, Kirkwood @
Arrondale.
This permit shall be effective from the date of issuance until October 11, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:arl S:1WQSISTORMWATIPERMM000530.00T
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer 3�ervice
800-623-7748

State Stormwater Management Systems
Permit No. SW8 000530
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
to 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
Fogleman Saffb Turner Inc.
Kirkwood @ Arrondale
New Hanover County
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until October 11, 2012 and shall be
subject to the following specified conditions and limitations:
L 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 on page 3 of this permit, the Project Data Sheet. The maximum built -upon area
is 2,312,299 W. The subdivision is permitted for 325 lots, each allowed 3,500 ft2 of built -
upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. Offsite areas have been accounted for in this stormwater management system. They
include Arrondale Subdivision and Pilots Ridge.
5. The future development is limited to a maximum of 167,134 ft2 for the Kirkwood
Townhomes.
7

State Stormwater Management Systems
P rt N
ermo. SW8 000530
DIVISION OF WA
T-
ER QUALITY
PROJECT DATA SHEET
Project Name:
Kirkwood @ Arrondale
_�__... Permit Number:-
Siry 8-000530--. -
-. Location: -
New Hanover County - -
Applicant:
Mr. Mickey Fogleman, President
Mailing Address:
Fogleman Saffo Turner Inc.
109 Hinton Avenue, #7
Wilmington, NC 28403
Application Date:
October 3, 2002
Name of Receiving Stream ! Index #:
Cape Fear / Cape Fear River / 18-71
Classification of Water Body:
"SC"
Design Storm:
1.0 inch
Pond Depth, feet:
6
Total Drainage Area, acres:
148.64
Onsite:
96.64
Offsite:
52 (Pilots Ridge and Arrondale)
Total Impervious Surfaces, ft2:
2,312,299
325 lots at 3,500 ft2:
1,137,500
Roads/Parking, ft2
420,529
Kirkwood Townhomes, ft2:
167,134
Offsite, ft2:
587,136
Pilots Ridge Streets, ft2:
12,400
98 Arrondale Lots @4,300 ft2:-
414,706
Arrondale Streets, ft2.
160,030
Permanent Pool Elevation, FMSL:
22
Required Surface Area, ft2:
122,090
Provided Surface Area, ft2:
275,774
Required Storage Volume, ft3:
262,066
Provided Storage Volume, ft3:
1,044,601
Temporary Storage Elevation, FMSL:
25.45
Controlling Orifice:
6" cp pipe
Draw Down Time:
2.5 days
3

State Stormwater Management Systems
Permit No. SW8 000530
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
lot, including driveways, patios 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.
C. The permittee is responsible for verifying that all runoff from all permitted built -upon
area is directed into the approved stormwater management facility.
4. 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 homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
5. The following items will require a modification to the permit:
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 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 Director may notify the permitteewhen 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.
The stormwater management system shall be constructed in it's 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. Decorative spray fountains will not be allowed in the stormwater treatment system.
In
u

State Stormwater Management Systems.
Permit No. SW8 000530
12. Prior to the sale of any lot, deed -restrictions must be recorded which limit the. built-upon-
atea per lot to the amount as shown on the Project Data Sheet, per Section I, Part 2. The
recorded statements must follow the form:
a. "The following covenants are intended to ensure ongoing compliance with State
_Stomnwater-Management�Perni - NurnbeY SW8-000530 as issued -by the Division
of Water Quality under NCAC 2H.1000, on October 11, 2002."
b. "The maximum allowable built -upon area per single family lot is 3,500 ft2. 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."
C. The State of North Carolina is made a beneficiary of these covenants and
restrictions to the extent necessary to maintain compliance with the Stormwater
Management Permit."
d. "The covenants pertaining to stormwater regulations may not be altered or
rescinded without concurrence of the State of North Carolina."
e. "Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the State of North Carolina."
f. "All runoff from the built -upon areas 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 naturally drain into the
system are not required to provide these measures."
13. 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.
14. 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.
15. Prior to transfer of the permit, the pond 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.
16. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
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.
g. Access to the outlet structure must be available at all times.

State Stormwater Management Systems
._ Permit No. SW8 000530
17. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
18. 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 hear the
signature of the Permittee, the deed book number and page, and stamp/signature of the
Register of Deeds.
19. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
20. 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.
21. 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 except after notice to and approval by the Director. 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. The permittee is required to
maintain compliance with all permit terms and conditions until such time as the permit
transfer is approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
7. The permttee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
C.1

State Stormwater Management Systems
Permit No. SW8 000530
Permit issued this the 1 lth day of October, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.., Director
'VC,L-) Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000530
7

State Stormwater Management Systems '
Permit No. SW8 000530
Kirkwood @ Arrondale
Stormwater Permit No. SW8 000530
New Hanover 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
0

State Stormwater Management Systems
Permit No. SWS 000530
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 dimensinnc of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts, llTe-,v Hanover County Building Inspections
E

Received
:��
� �'�• WA\t{� '{�.Date
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):
Fogleman„ Saffo &Turner, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Mickey Fo eman/ President
3. Mailing Address for person listed in item 2 above:
109 Hinton Ave. No. 7
City: m State: NC Zip: 28403
Telephone Number: 910-452-1132
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Kirkwood
5. Location of Project (street address):
End of Wingate Road
City: Wi n County: New Hanover
6. Directions to project, (from nearest major intersection):
Travel south on NC Hwy 132 from NC Hwy 17 to Carolina Beach Rd, NC Hwy 421. From this intersection
travel south on NC Hwy 421to the intersection of Wingate Road. Turn west on Wingate to end of road.
7. Latitude: N 350 07' 00" Longitude: W 770 55' 00" of project
8. Contact person who can answer questions about the project:
Name: Charles D. Cazier Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
New
Renewal X 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 SW8 000530 and its issue date (if known) 1/22/02
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
This project will be handled by wet detention meeting the state's 1" re uiq 'rement as well as the pre -post
re uirement of New Hanover Coun .
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 96.64 acres 4. Project Built Upon Area: 35.7 %.
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Receiving Stream Name Cape Fear River
Receiving Stream Class C-SW
Drainage Basin Area 148.6 ac
Existing Impervious * Area -
Proposed Impervious * Area 53.08 ac
% Impervious* Area (total) 35.7 %
On -site Buildings (325 lots @ 3,500)
1,137,500 sf
On -site Streets
420,529 sf
On -site Parking
-
On -site Sidewalks
-
Other on -site future townhomes
167,134 sf
Off -site
587,136 sf
Total:
E=2,312,299 sf
E=
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required 4;^ be reccrded 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 managementpermit
number SW8 000530 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 3 500 square feet of any lot shall be covered by structures of 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 of the permitted amount requires a state stormwater management permit modification prior
to construction.
5. All permitted runo 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
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SW-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.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form G�
• One copy of the applicable Supplement Form(s) for each BMP �pG
• Permit application processing fee of $420 (payable to NCDENR) �tx
• Detailed narrative description of stormwater treatment/management C�
• Two copies of plans and specifications, including:
Development/Project name
- Engineer and firm
Legend
North arrow
Scale
Revision number and 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): Tripp Engineerim, P.C.
Mailing Address: 419 Chestnut Street
City: 3EhEjqgtgn State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) hickey Fo eman
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.
Signature: Date:
Itl
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. SW8 000530
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Kirkwood
Contact Person: Charles Cazier Phone Number: ( 9101763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 16.0 ft. (floor of the basin)
Permanent Pool Elevation 22.0 ft. (elevation of the orifice)
Temporary Pool Elevation 25.45 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 275,774 sq.ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal2
148.64 ac.
53.08 ac.
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
_1.291.257_ cu.ft. (combined volume of main basin and forebay)
_1,044,601` cu.ft. (volume detained above the permanentpool)
282,888_ cu.ft. (approximately 20% of total volume)
1.90 (surface area to drainage area ratio from DWQ table)
6.0 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
1. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
C.!IX a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
coc1 c. The temporary pool controls runoff from the design storm event.
CX. d. The temporary pool draws down in 2 to 5 days.
CC7G e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
CjX f. The basin length to width ratio is greater than 3: 1.
eSZr_ _ g. The basin side slopes above the permanent pool are no steeper than 3: 1.
eCX h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
G,� j. A trash rack or similar device is provided for both the overflow and orifice.
�x k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
j - 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
M- in. A mechanism is specified which will drain the basin for maintenance or an emergency.
M. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does X does not
This system (check one) ❑ does X does not
incorporate a vegetated fiiter at the outlet.
incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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 not be handled in a manner that will 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 such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads _4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 22.0
Sediment 1, El. 19.75 1751/6
I
Zmoval
Bottom/o
----------------------------------------------
Sediment Removal Elevation
17.5°
^�19.O
Bottom Elevation
16.0
25°//
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Mickey Fogleman
Title: President
Address: 109 Hinton Ave. No. 7, Wilmington, NC 28403
Phone: 910-452X132
Date: Z,-2.
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, :De -Oa- C. ha.c'rdl , a Notary Public for the State of North Carolina
County of ?eMej, , do hereby certify that Mickey Fogleman
personally appeared before me this day of 2002_, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 10 -I n -c-) (g
Form SWU-102 Rev 3.99 Page 4 of 4

AUG 31, 2009 11: 47A Tripp Engineering 9107635631 paqe 2
TE 00012
State Stormwater Management Systems
Permit No. SW8 000530
Kirkwood at Arrondaie
Stormwater Project No. SW8 000530
New Hanover County
Engineer's Certification
I, Phillip Q. Tripp _, as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodicallyAyeeky,944
time) the construction of the project,
Kirkwood at Arrondale
(Project) _
for Pooleman. SafPo, Turner Inc (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 included in the Certification:
Noted deviations from approved plans and specifications:
1 SEAL
SignatureNe�Crrrfo�+i
ipsNuMa 0 fd
Registration Number 17374 4 q r
SEAL
Date 797r
�'j� G& GOV 0�r,��

.009 11:47A Tripp Ettgirtee-ting 9107535531 page 3
Certification Requirements:
State Stormwater Management Systems
Permit No. 5W8 000530
Page 2 of 2
The drainage area to the system contains approximately the permitted
acreage.
1 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
VN 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
A. The outletibypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
0_ Trash rack is provided on the outletlbypass structure.
Wk 7. All slopes are grassed with permanent vegetation.
,,8. Vegetated slopes are no steeper than 3:1.
J. 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. Renuired drawdown devrces 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 required dimensions of the system are provided, per the approved
plan.

2006014561
FOR REGISTRATION REGISTER OF DEEDS
NEWRHANOVERp000M Y, NC
2006 MAR 16 11: 39 ; 50 AM
9K:4993 PG:88-91 FEE120.00
/ Excise Tax Recording time, book and page
"Parcel Identifier No. ra r7 Q 60 _Zj/ - 2 `l�? ;e to - t3 C-•c��/- er of this d3� y -Cot?
No certification or opinion on title is expressed by the prepareed except as may appear from the
preparer's signed certificate or opinion.
Prepared by: William O. J. Lynch
fW-iQav TOZ' Hogue, Hill, Jones, Nash & Lynch, L.L.P.
P. O. Drawer 2178
Wilmington, NC 28402
Grantee mailing address: Ila q C �jTp io 27 P1p . 2/Z , 4V lyi//L' n'r /4'G' C'3
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
KNOW ALL MEN BY THESE PRESENTS that FOGLEMAN SAFFO TURNER
INC., "GRANTOR;" in consideration of TEN AND NO1100 ($10.00) DOLLARS and other good
and valuable consideration, paid to GRANTOR by KIRKWOOD AT ARRONDALE
HOMEOWNERS ASSOCIATION INC. , "GRANTEE," the receipt of which is hereby
acknowledged, by these presents, does give, grant, bargain, sell and convey unto the said
GRANTEE, and GRANTEE'S successors, and assigns, forever, in fee simple, all that certain lot
or parcel of land located in the County of New Hanover, State of North Carolina, and more
particularly described as follows:
TRACT 1: All of the real property constituting Section 2 of Townhomes at Kirkwood at Arrondale shown
on map of same recorded in Map Book 44, Pages 278-279, New Hanover County Registry, excluding and
excepting, however, from this description Lots I, J, K, L, M, N, 0 and P, as shown on said map.

TRACT 2: All of the real property constituting Section 3 of Townhomes at Kirkwood at Arrondale shown
on map of same recorded in Map Book 45, Pages 324-325, New Hanover County Registry, excluding and
excepting, however, from this description Lots Q, R, S, T, U, V, W and X, as shown on said map.
TRACT 3: All of the real property constituting Section 4 of Townhomes at Kirkwood at Arrondale shown
on map of same recorded in Map Book 46, Pages 95-96, New Hanover County Registry, excluding and
excepting, however, from this description Lots Y. Z, AA, BB, CC and DD, as shown on said - r
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging, to the said GRANTEE and said GRANTEE's successors, and
assigns, forever, in fee simple; and the GRANTOR, for itself, its successors and assigns, does
covenant with the said GRANTEE and said GRANTEE's successors and assigns, that
GRANTOR is seised of the premises in fee simple, and has the right to convey the same in the
estate aforesaid, that title is marketable and free and clear of all encumbrances, except as herein
stated, and that GRANTOR hereby will warrant and defend the title against the lawful claims of
all persons whomsoever, except for the exceptions herein stated.
Title to the property is subject to the following exceptions:
The provisions of all applicable zoning and land use ordinances, statutes and regulations;
current year's ad valorem taxes; and
Declaration of Covenants Conditions and Restrictions for Kirkwood at Arrondale,
recorded in Book 3270, Pages 129-152, New Hanover County Registry, as amended; and
utility easements of record.
The designation GRANTOR and GRANTEE as used herein shall include said parties,
their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
IN TESTIMONY WHEREOF, Grantor has caused this instrument to be signed in its
corporate name by its president pursuant to authority of Grantor's Board of Directors as of the
day and year first above written.
FOGLEA!p SAFFO TT�RNER INC.
By: !/,l G
President

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, ljlcorwk 14. a notary Public, certify that 7 P-vp-,, Lcy- v- personally
came before me this day and acknowledged that he is the _&,— Presi ent of FOGLEMAN
SAFFO TURNER INC., a corporation, and that he, as if x�z _. President, being authorized to
do so, executed the foregoing on behalf of said corporation.
Y
Witness my hand and seal, this the 1S11"
day of 20�k.
Notary Public
My commission expires:, -,�Pfj? ,2oU
(SEAL) VICTORIA M. STRACHAN,
'Notary Public
New Hanover County, NC

M,
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 03/16/200611:39:50 AM
Book: RE 4993 Page: 88-91
Document No.: 2006014561
DEED 4 PGS $20.00
Recorder: SCOTT, NANCY A
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.
*2006014561*
2006014561

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Excise Tax
IIIIII !IIII rlil! IIIII III!! IIIII II!III►!III!!►11ii1! Illi 111
200,1066668
FOR REGISTRATION REGISTER OF DEEDS
REBECCA T. CHRISTIAN
NEW HANOVER COUNTY NC
2004 DEC 20 10:06:10 AM
BK : 4610 PG : 535-538 FEE : $20 , 00
Recording time, book and page
Parcel Identifier No.' jZ, C71 I 1 I 0 \tA ' L31 �A -- 0 C3
No certification or opinion on title is expressed by the preparer of this deed except as may appear
from the preparer's signed certificate or opinion.
Prepared by: William O. J. Lynch
Hogue, Hill, Jones, Nash & Lynch, L.L.P.
P. O. Drawer 2178
Wilmington, NC 28402�„fief
Grantee mailing address: e, !�Acs�uL���t'A{ rl Q
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
KNOW ALL MEN BY THESE PRESENTS that FOGLEMAN SAFFO TURNER
INC., "GRANTOR;" in consideration of TEN AND N0/100 ($10.00) DOLLARS and other good
and valuable consideration, paid to GRANTOR by KIRKWOOD AT ARRONDALE
HOMEOWNERS ASSOCIATION. INC , "GRANTEE," the receipt of which is hereby
acknowledged, by these presents, does give, grant, bargain, sell and convey unto the said
GRANTEE, and GRANTEE'S successors, and assigns, forever, in fee simple, all that certain lot
or parcel of land located in the County of New Hanover, State of North Carolina, and more
particularly described as follows:

Those two tracts of land labeled "Common Area" adjacent to Carolina Beach Road/U. S.
Highway 421 and shown on map of Arrondale Subdivision, Phase One, Section One (Revised)
recorded in Map Book 36, Page 200, New Hanover County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging, to the said GRANTEE and said GRANTEE's successors, and
assigns, forever, in fee simple; and the GRANTOR, for itself, its successors and assigns, does
covenant with the said GRANTEE and said GRANTEE's successors and assigns, that
GRANTOR is seised of the premises in fee simple, and has the right to convey the same in the
estate aforesaid, that title is marketable and free and clear of all encumbrances, except as herein
stated, and that GRANTOR hereby will warrant and defend the title against the lawful claims of
all persons whomsoever, except for the exceptions herein stated.
Title to the property is subject to the following exceptions:
The provisions of all applicable zoning and land use ordinances, statutes and regulations;
current year's ad valorem taxes; and
Declaration of Covenants Conditions and Restrictions for Arrondale, recorded in Book
2085, Page 0219, New Hanover County Registry, as amended; and
utility easements of record.
The designation GRANTOR and GRANTEE as used herein shall include said parties,
their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
IN TESTIMONY WHEREOF, Grantor has caused this instrument to be signed in its
corporate name by its president pursuant to authority of Grantor's Board of Directors as of the
day and year first above written.
TURNER INC.
President

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, I � M - S tkXcR 0 , a Notary Public, certify that �%, �,(` , �L-aL A-i �l personally
came before me this day and acknowledged that he is the President of FOGLEMAN
SAFFO TURNER INC., a corporation, and that he, as President, being authorized to
do so, executed the foregoing on behalf of said corporation.
Witness my hand and seal, this theme day of ilk✓ 20_0�.
Y cik
Notary Public
My commission expires:
(SEAL)
OFFICIAL SEAL
q NORTH CMINA • NEW HANOVER COUNTY
,. tM. STRACHAN
S:\WOJLTogleimnSaffuTmceKirkwoodAnmuWcXirkwood-deeds\deed package - master.wpd NOTARY PUBLIC
#�f Csmmissioe Expires _. �.....__.._

Nc
REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration: 12/201200410:06:10 AM
Book: RE 4610 Page: 535-538
Document No.: 2004066668
DEED 4 PGS $20.00
Recorder: MARVIS ANN STORER
State of North Carolina, County of New Hanover
The foregoing certificate of V M STRACHAN Notary is certified to be correct. This 20TH of December 2004
REBECCA T. CHRISTIAN , REGISTER OF DEEDS
By:
Deputy/ egister of Deeds
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2004066668*
2004066668

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2003003240
FOR REGISTRATION REGISTER OF DEEDS
REBECCA T CHRISTIAN
NEW HANOVER COHNTY, NC
2003 JAN 21 01:05:29 PM
BK : 3611 PG - 246-249 FEE . $20.00
IIE RMEV � 2003003240
Excise Tax Recording time, book and page
Parcel Identifier No. Co 1gi6e-00'
No certification or opinion on title is expressed by the preparer of this deed except as may appear
from the preparer's signed certificate or opinion.
Prepared by: William O. J. Lynch
Hogue, Hill, Jones, Nash & Lynch, L.L.P.
P. O. Drawer 2178
Wilmington, NC 28402
Grantee mailing address:
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
KNOW ALL MEN BY THESE PRESENTS that FOGLEMAN SAFFO TURNER
INC., "GRANTOR;" in consideration of TEN AND NO/100 ($10.00) DOLLARS and other
good and valuable consideration, paid to GRANTOR by KHMWOOD AT ARRONDALE
HOMEOWNERS ASSOCIATION, INC , "GRANTEE," the receipt of which is hereby
acknowledged, by these presents, does give, grant, bargain, sell and, convey unto the said
GRANTEE, and GRANTEE'S successors, and assigns, forever, in fee simple, all that certain lot
or parcel of land located in the County of New Hanover, State of North Carolina, and more
particularly described as follows:
All of the real property constituting Section 1 of Townhomes at Kirkwood at Arrondale shown on
map of same recorded in Map Book 43, Page 49, New Hanover County Registry, excluding and
excepting, however, from this description Lots A, B, C, D, E, F, G and H, as shown on said map.
lit

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto beionging, to the said GRANTEE and said GRAN TEE's successors, and
assigns, forever, in fee simple; and the GRANTOR, for itself, its successors and assigns, does
covenant with the said GRANTEE and said GRANTEE's successors and assigns, that
GRANTOR is seised of the premises in fee simple, and has the right to convey the same in the
estate aforesaid, that title is marketable and free and clear of all encumbrances, except as herein
stated, and that GRANTOR hereby will warrant and defend the title against the lawful claims of
all persons whomsoever, except for the exceptions herein stated.
Title to the property is subject to the following exceptions:
The provisions of all applicable zoning and land use ordinances, statutes and regulations;
current year's ad valorem taxes; and
Declaration of Covenants Conditions and Restrictions for Kirkwood at Arrondale,
recorded in Book 3270, Pages 129-152, New Hanover County Registry, as amended; and
utility easements of record.
The designation GRANTOR and GRANTEE as used herein shall include said parties,
their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
IN TESTIMONY WHEREOF, Grantor has caused this instrument to be signed in its
corporate name by its president pursuant to authority of Grantor's Board of Directors as of the
day and year first above written.
FOGLEMAN SAFFO TURNER INC.
ZZ By: G� v✓
<( a President

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, � , a Notary Public, certify that "Ze.
personally came More 6e this day and acknowledged that he is theu-&_President of
FOGLEMAN SAFFO TURNER INC., a corporation, and that he, as e & President, being
authorized to do so, executed the foregoing on behalf of said corporation.
Witness my hand and seal, this the Lj day of 12003
My commission expires:
(SEAL)
S.\WOJL\FoglemanSaffoTumer\KirkwoodArrondale\Kirkwood-deeds\deed package -
La--12� &04:�B, -
Notary iliblic

W1
REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
316 PRINCESS STREET
WILMINGTON, NC 26401
Filed For Registration: 01/21/2003 01:05:29 PM
Book: RE 3611 Page: 246-249
Document No.: 2003003240
DEED 4 PGS $20.00
Recorder: MARVIS ANN STORER
State of North Carolina, County of New Hanover
The foregoing certificate of KELLY REPKO Notary is certified to be correct. This 21 ST of January 2003
RE6ECCA T. CHRiSTiAN , REGSTER OF DEEDS
By:/
DepuWA684etmft-Register of Deeds
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2003003240*
2003003240

FOR REGISTRATION REGISTER OF DEEDS
REBECCA T. CHRISTIAN
NEW HANOVER COUNTY, NC
2002 JUN 14 03:58:27 PM
BK:3332 PG:59-63 FEE:$23 00
INSTRUMENT n 2002030303
Excise Tax Recording time, book and page
��%�iDD--o0/—d d/-6 Gb � yCfi Zci00 -�o/ •-Os"S -G G�
Parcel Identifier No. %'p?5Ov-oo/—vo/-oo3� e2p t4'oo ad/-oa/-oay�
No certification or opinion on title is expressed by the preparer of this deed except as may appear
from the preparer's signed certificate or opinion.
Prepared by: William O. J. Lynch
Hogue, Hill, Jones, Nash & Lynch, L.L.P.
P. O. Drawer 2178
Wilmington, NC 28402
Grantee mailing address:
STATE OF NORTH CAROLINA
WARRANTY DEED
COUNTY OF NEW HANOVER
KNOW ALL MEN BY THESE PRESENTS that FOGLEMAN SAFFO TURNER
INC., "GRANTOR;" in consideration of TEN AND N0/100 ($10.00) DOLLARS and other
good and valuable consideration, paid to GRANTOR by KIRKWOOD AT ARRONDALE
HOMEOWNERS ASSOCIATION INC. , "GRANTEE," the receipt of which is hereby
acknowledged, by these presents, does give, grant, bargain, sell and convey unto the said
GRANTEE, and GRANTEE'S successors, and assigns, forever, in fee simple, all that certain lot
or parcel of land located in the County of New Hanover, State of North Carolina, and more
particularly described as follows:
SEE Exhibit A attached hereto and made a part hereof.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging, to the said GRANTEE and said GRANTEE's successors, and

assigns, forever, in fee simple; and the GRANTOR, for itself, its successors and assigns, does
covenant with the said GRANTEE and said GRANTEE's successors and assigns, that
GRANTOR is seised of the premises in fee simple, and has the right to convey the same in the
estate aforesaid, that title is marketable and free and clear of all encumbrances, except as herein
stated, and that GRANTOR hereby will warrant and defend the title against the lawful claims of
all persons whomsoever, except for the exceptions herein stated.
Title to the property is subject to the following exceptions:
The provisions of all applicable zoning and land use ordinances, statutes and regulations;
current year ad valorem taxes; and
Declaration of Covenants Conditions and Restrictions for Kirkwood at Arrondale,
recorded in Book 3270, Page 129, New Hanover County Registry, as amended; and
utility easements of record.
The designation GRANTOR and GRANTEE as used herein shall include said parties,
their heirs, successors, and assigns, and shall include singular, plural, masculinc, feminine or
neuter as required by context.
IN TESTIMONY WHEREOF, Grantor has caused this instrument to be signed in its
corporate name by its president pursuant to authority of Grantor's Board of Directors as of the
day and year first above written.
FOGLEMAN SAFFO TURNER INC.
LC£. President

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
L I - M • 5TF.k AAN , a Notary Public, certify that � , �. �ci,(�ja personally
came before me this day and acknowledged that he is the VICE PresideAf of FOGLEMAN
SAFFO TURNER INC., a corporation, and that he, as VIcC President, being authorized to
do so, executed the foregoing on behalf of said corporation.
Witness my hand and seal, this the day of 20&..
�)q. Aa
My commission expires: 9 -,10 Notary Public
OF�ICIAL
w
NMMC1*cro (SEAL) jSTHAVL RACM Notary Pubk
S:\WOJL\FoglemanSaffoTumer\KirkwoodAirondale\Kirkwood-deeds\Kirkwood-CommonArea-deed.wpd

EXHIBIT A
Tract 1
Lying and being in New Hanover County, North Carolina, and beginning at a point in the
southern line of Lot 118, Section 2, Kirkwood at Arrondale, as shown on plat recorded
in Map Book 42, Page 216, New Hanover County Registry; said point of beginning
being located North 86 degrees 57 minutes 9 seconds West 102.90 feet from the
southeastern corner of Lot 117, Section 2, Kirkwood at Arrondale; running thence from
said point of beginning South 3 degrees 1 minute 52 seconds West 206.77 feet to a
point; thence North 86 degrees 56 minutes 34 seconds West 769.94 feet to a point;
thence North 10 degrees 54 minutes 8 seconds East 71.64 feet to a point; thence North
15 degrees 16 minutes 12 seconds East 137.73 feet to a point; thence South 86
degrees 57 minutes 9 seconds East 485.06 feet to a point located at the southwestern
corner of Lot 121, Section 2, Kirkwood at Arrondale, and continuing the same course
North 86 degrees 57 minutes 9 seconds West along the southern lines of Lots 121,
120, 119 and a portion of Lot 118, Section 2, Kirkwood at Arrondale, 245.87 feet to the
point of beginning. The foregoing tract contains 3.57 acres, more or less and is shown
on the above -referenced map of Section 2, Kirkwood at Arrondale as "Common
Elements (Open Space/Pond Site)".
Tract 2
That certain tract of land entitled "30' Buffer" running along the northern lines of Lots 4,
5, 6 and 7, said lots and said 30' buffer being shown on plat of Section 2, Kirkwood at
Arrondale, recorded in Book 42, Page 216, New Hanover County Registry.
Tract 3
That certain tract of land entitled "30' Buffer' running along the northern lines of Lots 1,
2, and 3, said lots and said 30' buffer being shown on plat of Section 1, Kirkwood at
Arrondale, recorded in Book 42, Page 104, New Hanover County Registry.
Tract 4
That certain tract of land entitled "30' Buffer, drainage and utility easement" abutting the
eastern line of Lot 1, as shown on plat of Section 1, Kirkwood at Arrondale, recorded in
Book 42, Page 104, New Hanover County Registry.
Tract 5
That certain tract of land entitled "20' Buffer' running along the eastern line of Lots 105,
106, 107, 108, 109, 1110, 111, 112 and 113, as shown on plat of Section 1, Kirkwood at
Arrondale, recorded in Book 42, Page 104, New Hanover County Registry.
S:IW OJL1FoglemanSaifoTumeAVirkwoodArrondalelKirkwood-deeds\Kirkwood-CommonArea-desc.wpd

REBECCA T. CHRISTIAN
REGISTER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
316 PRINCESS STREET
WILMINGTON, NC 28401
Filed For Registration: 06/14/2002 03:58:27 PM
Book: RE 3332 Page: 59-63
Document No.: 2002030303
DEED 5 PGS $23.00
Recorder: KAREN D GALLOWAY
************************************************************************************************************************
State of North Carolina, County of New Hanover
The foregoing certificate of V M STRACHAN Notary is certified to be correct. This 14TH of June 2002
REBECCA T, CHRISTIAN , RFGISTER OF DEEDS
*2002030303*
2002030303

10/3/2002
CDC
Total Drainage Area
s . ft.
acres
6,474,758
148.64
Kirkwood at Arrondale RECEIVED 00012
Stonnwater Calculations
ALL porw s 1'bG �z-
OCT 0 3 2002
Impervious Area
Land Use
sq. ft.
acres
Proposed 325 lets @ 3,500 sf ea.
1,137,500
26.11
Proposed Streets
420,529
9.65
Arrondale 98 lots @ 4,300 sf ea.
414,706
9.52
Arrondale Streets
160,030
3.67
Kirkwood Townhomes
167,134
3.84
Pilots Ridge Streets
12,400
0.28
Total
2,312,299
53.08
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 3,127 ft.
change in Height (H) = 25 ft.
Tc = (L3 /H).3e5 1128
24.63 min.
Flow for 10 year, 6 hour Storm (Qj0):
QPRE _ (CPRE) x (110) x (Area)
234.11 cfs
QPosr = (CPosr) x (I10) x (Area)
468.22 cfs
Soil Storage Capacity for 10 year Storm:
CN = (98)(% imp.) + (60)(1 "% imp.)
= 74
P = 4.82 in. for10yr, 6 hr storm
S = 1000/CN - 10
3.51
Depth (D)= [P-(0.2)(S)]2I [P+(0.8)(S)]
2.22 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / Q2,POsr
30.68 min.
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
(sq. ft.
Normal Pool
22.00
275.774
Flood Pool
25.45
329,792
Top of Bank
26.50
346,575
Bottom of Pool
16.00
1 154,645
DWQ
PROJ # S E0205301- OO
% impervious = 0.357
= 35.7%
say 36.0%
CPRE = 0.25
CPosT = (% imp.)(.95)+(1 "% imp.)(,25)
= 0.50
lio = 6.30 in/hr
125 = 7.13 in/hr
Flow for 25 year, 6 hour Storm (025):
QPRE = (CPRE) x (125) x (Area)
= 264.95 cfs
QPosT = (CPosr) x (125) x (Area)
529.90 cis
Soil Storage Capacitv for 25 vear Storm:
CN = (98)(% imp.) + (60)(1-% imp.)
74
P = 5.71 in. for 25 yr, 6 hr storm
S = 1000/CN -10
3.51
Depth (D)= [P-(0.2)(S)]2/ [P+(0.8)(S)]
2.94 in.
Time to Peak. Flow:
TP = [(43.5) (D) (Area)] / Q10,Posr
35.91 min.
State Surface Area Requirement at normal Dool:
Pond side slopes = 3 :1
Depth below N.P. = 6 ft.
SA/DA = 0.0190
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SAIDA) x (Total Drainage Area)
= 123,020 sq.ft.
State Volume Required for Storage of first 1" of runoff:
Provided Storage Volume: Val. = [(1/12) x (DA) x (% imp.)] +
Vol. _ [(Normal pool SA + Flood Pool SA) 121 [(1/12) x (DA) x (1-% imp.) x C]
x (F.P, elev. - N.P. elev.) C = 0.2
1,044,601.4 cu. ft. 1111111i//// = 262,066 cu. ft.
z L
Qo SEAL 9rz ML _
17374
`•cNGiNE4' -Az
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l0•03• oZ
0201012ond 1 of 3

Kirkwood at Arrondale
10/3/2002
CDC
Stormwater Calculations
A$- PCKID 5 TOC i -ice
Pond Volume:
Bottom SA = 154,645 sq. ft.
Normal Pool SA = 275,774 sq. ft.
Vol. _ [(N.P. SA+ Bottom SA) / 2] x (N.P. el. - Bottom el.)
= 1,291,257.0 cu. ft.
Forebay:
Required Volume
Vol. = 20% of storage volume
258,251 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
1.517 cfs
Required Area of Pipe for 2-day drawdown
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev: N.P. elev.) /2
= 1.725 ft.
A = 0.2398 sq. ft.
Diameter of Piae for 2-dav drawdown:
DIA. = SQRT[(A x 4) / pi]
0.5526 ft.
6.63 in.
'Use: 6 in diameter pipe
Outlet Structure Check:
Using a W x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-°% imp.)(.25)
0.50
1= 7.13 in. for a 25 yr. Storm
A = 148.64 Acres
529.90 cis
Q= CwxLxH"5
H= [Q / (Cw x L)]2j3
Cw = 3
4.96 ft.
Peak elevation = flood pool elevation + H
30.41 ft.
Provided Volume
00012
Bottom SA = 82,167 sq. ft.
Normal Pool SA = 106,425 sq. ft.
Vol. _ [(N.P. SA+ Bottom SA) / 21 x (N.P. el. - Bottc
282,888 cu. ft.
depth = 3 ft.
Flow for 5-day drawdown:
r
r 1st 1" of stormwater,
Q = Required Vol. / 432,000 sec. (5-days)
0.607 cis
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./sZ
h = (F.P. elev. - N.P. elev.) / 2
1.725 ft.
A = 0.0959 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.3495 ft.
4.19 in.
02010Pond 2 of 3

10/3/2002 Kirkwood at Arrondale 00012
CDC Stormwater Calculations
Fb?'4D 0-1
Total Drainage Area
s , ft.
acres
1,502,820
34.50
Impervious Area
Land Use
s . ft.
acres
Proposed 120 lots 3,5u0 sf ea.
420,000
9.64
Proposed Streets
136,320
3.13
Total
556,320
12.77
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 3,127 ft.
change in Height (H) = 25 ft.
Tc = (1-3 /H)-'" 1128
24.63 min.
Flow for 10 year, 6 hour Storm (Q10):
QPRE _ (CPRE) x (110) x (Area)
54.34 cis
QPOST = (CPOST) X (I10) X (Area)
110.85 cis
Soil Storage Capacity for 10 year Storm:
CN = (98)(% imp.) + (60)(1-% imp.)
= 75
P = 4.82 in. forl Oyr, 6 hr storm
S = 1000/CN - 10
= 3.33
Depth (D)= [P-(0.2)(S)12/ [P+(0.8)(S)]
2.30 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / Q2,POST
31.19 min.
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
, ft.
Normal Pool
22.00
112,306
Flood Pool
25.45
129,200
Top of Bank
26.50
134,500
Bottom of Pool
16.00
53,239
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) / 2]
x (F.P. elev. - N.P. elev.)
416,597.9 cu. ft.
% impervious = 0.370
= 37.0%
say 37.0%
CPRE = 0.25
CPosT = (% imp.)(.95)+(1 % imp.)(.25)
0.51
Ito = 6.30 in/hr
125 = 7.13 in/hr
Flow for 25 year, 6 hour Storm (Q25):
QPRE _ (CPRE) X (125) X (Area)
61.50 cis
QPosr = (CPosr) X (125) x (Area)
= 125.45 cis
SOII Jtora a ua aci Tor L9 year Storm:
CN = (98)(% imp.) + (60)(1 % imp.)
= 75
P = 5.71 in, for 25 yr, 6 hr storm
S = 1000/CN - 10
= 3.33
Depth (D)= [P-(0.2)(S)12I [P+(0.8)(S)]
3.04 in.
Time to Peak. Flow:
TP = [(43.5)(D)(Area)] / Q10,Posr
36.32 min.
State Surface Area Requirement at normalpool:
Pond side slopes = 3 :1
Depth below N.P. = 6 ft.
SAIDA = 0.0195
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SAIDA) x (Total Drainage Area)
= 29,305 s . ft.
State Volume Required for Storage of first 1" of runoff:
Vol. = [(1 /12) x (DA) x (% imp.)] +
[(1/12) x (DA) x (1-% imp.) x C1
C = 0.2
62,135 cu.ft.
02010Pondl 1 of 3

10/3/2002 Kirkwood at Arrondale 00012
CDC Stormwater Calculations
AI
Pond Volume:
Bottom SA = 53,239 sq. ft.
Normal Pool SA = 112,306 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 21 x (N.P. el. - Bottom el.)
= 496,635.0 cu. ft.
Forebav:
Required Volume
Vol. = 20% of storage volume
= 99,327 cu. ft.
Outlet Structure Desion:
Flow for 2-day drawdown:
for at 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
= 0.360 cfs
Required Area of Pipe for 2-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./S2
h = (F.P. elev: N.P. elev.) /2
1.725 ft.
A = 0.0569 sq. ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.2691 ft.
3.23 in.
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
= 0.51
1 = 7.13 in, for a 25 yr. Storm
A = 34.50 Acres
125.45 cis
Q= CwxLxH"'
H = [Q / (Cw x L)]213
Cw = 3
1.90 ft.
Peak elevation = flood pool elevation + H
27.35 ft.
Provided Volume
Bottom SA = 28,513 sq. ft.
Normal Pool SA = 35,551 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 21 x (N.P. el. - Bottc
= 96,096 cu. ft.
depth = 3 ft.
Flow for 5-day drawdown:
for 1 st 1" of stormwater,
Q = Required Vol. / 432,000 sec. (5-days)
0.144 cis
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev. - N.P. elev.) / 2
1.725 ft.
A = 0.0227 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1702 ft.
2.04 in.
02010Pondl 2 of 3

10/3/2002 Kirkwood at Arrondale 00012
CDC Stormwater Calculations
R9ND'''L
Total Drainage Area
s . ft.
acres
3,948.278
90.64
Impervious Area
Land Use
s . ft.
acres
Proposed 123 lots Q 3,500 sf ea.
430,500
9.88
Proposed Streets
161,009
3.70
Arrondale 98 lots Q 4,300 sf ea.
414,706
9.52
Arrondale Streets
160,030
3.67
Kirkwood Townhomes
167,134
3.84
Pilots Ridge Streets
12,400
0.28
Total
1,345,779
30.89
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 3,127 ft.
change in Height (H) = 25 ft.
Tc = (L3 /H).355 / 128
24.63 min.
Flow for 10 year, 6 hour Storm (Q1o):
QPRE _ (CPRE) x (110) x (Area)
= 142.76 cfs
QPosr = (CPosT) x (110) x (Area)
279.81 cis
CN = (98)(% imp.) + (60)(1-% imp.)
= 73
P = 4.82 in. forl Oyr, 6 hr storm
S = 1000/CN - 10
3.70
Depth (D)= [P-(0.2)(S)12 / [P+(0.8)(S)1
2.14 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / Q2.Posr
30.16 min.
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
(sq. ft.
Normal Pool
22.00
97,506
Flood Pool
25.45
115,827
Top of Bank
26.50
121,355
Bottom of Pool
16.00
40,991
Provided Storage Volume:
Vol. - [(Normal pool SA + Flood Pool SA) / 2]
x (F.P. elev. - N.P. elev.)
367,999.4 cu. ft.
% impervious = 0.341
= 34.1 %
say 35.0%
CPRE = 0.25
CPosr= (% imp.)(.95)+(1-% imp.)(.25)
= 0.49
110 = 6.30 in/hr
Its = 7.13 in/hr
Flow for 25 year, 6 hour Storm (Q25):
QPRE _ (CPRE) x (125) x (Area)
161.57 cfs
QPosr = (CPasT) x (125) x (Area)
316.67 cis
aan srorage Uapaary Tor zo year storm:
CN = (98)(% imp.) + (60)(1-% imp.)
73
P = 5.71 in. for 25 yr, 6 hr storm
S = 1000/CN - 10
= 3.70
Depth (D)= [P-(0.2)(S)12 / [P+(0.8)(S)]
Time to Peak. Flow:
TP = [(43.5)(D)(Area)] / 01o,Posr
35.48 min.
State Surface Area Requirement at normalpool:
Pond side slopes = 3 :1
Depth below N.P, = 6 ft.
SA/DA = 0.0185
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SA/DA) x (Total Drainage Area)
= 73,043 sq. ft.
State Volume Required for Storaqe of first 1" of runoff:
Vol. = [(1/12) x (DA) x (% imp.)] +
[(1112) x (DA) x (1-% imp.) x C]
C = 0.2
= 155,523 cu.ft.
02010Pond2 1 of 3

10/3/2002 Kirkwood at Arrondals 00012
CDC Stormwater Calculations
*2
Pond Volume:
Bottom SA = 40,991 sq. ft.
Normal Pool SA = 97.506 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 2] x (N.P. el. - Bottom el.)
415,491.0 cu. ft.
Forebav:
Required Volume
Vol. = 20% of storage volume
83,098 cu.ft.
Outlet Structure Desian:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. 1172,800 sec. (2-days)
0.900 cis
Required Area of Pipe for 2-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev.- N.P. elev.) /2
1.725 ft.
A = 0.1423 sq. ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.4257 ft.
5.11 in.
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.49
1 = 7.13 in. for a 25 yr. Storm
A = 90.64 Acres
316.67 cfs
Q= CwxLxH'-5
H = [Q / (Cw x L)]2j3
Cw = 3
3.52 ft.
Peak elevation = flood pool elevation + H
28.97 ft.
Provided Volume
Bottom SA =
27,530 sq, ft.
Normal Pool SA =
34,072 sq. ft.
Vol. _
[(N.P. SA+ Bottom SA) / 2] x (N.P. el. - Bottc
—
92,403 cu.ft.
depth =
3 ft.
Flow for 5-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 432,000 sec. (5-days)
= 0.360 cis
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev. - N.P. elev.) / 2
1.725 ft.
A = 0.0569 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
= 0.2692 ft.
3.23 in.
02010Pond2 2 of 3

10/3/2002 Kirkwood at Arrondale 00012
CDC Stormwater Calculations
PO4D
Total Drainage Area
s . ft.
acres
1,023,660
23.50
Impervious Area
Land Use
s . ft.
acres
Proposed 82 lots 3,500 sf ea.
1 287,000
6.59
Proposed Streets
1 123,200
2.83
Total
1 410,200
9.42
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 3,127 ft.
change in Height (H) = 25 ft.
Tc = (1-3 /H)''"0 / 128
24.63 min.
Flow for 10 year, 6 hour Storm (Q10):
QPRE = (CPRE) x (110) x (Area)
= 37.01 cis
QPosr = (CPosr) x (110) x (Area)
79.95 cis
Sail Storage Capacity for 10 year Storm:
CN = (98)(% imp.) + (60)(1-% imp.)
76
P = 4.82 in. forl Oyr, 6 hr storm
S = 1000/CN - 10
3.16
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
2.39 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / Q2,Posr
30.53 min.
Detention Pond Design:
Pond Size:
Elevation
Surface Area
(sq. ft.
Normal Pool
22.00
64,622
Flood Pool
25.45
84,667
Top of Bank
26.50
90,720
Bottom of Pool
16.00
12,248
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) / 21,
x (F.P. elev. - N.P. elev.)
257,523.5 cu.ft.
% impervious = 0.401
= 40.1%
say 41.0%
CPRE = 025
CPosr = (% imp.)(.95)+(1 % imp.)(.25)
0.54
110 = 6.30 in/hr
125 = 7.13 in/hr
Flow for 25 year, 6 hour Storm (Q25):
.7a11
QPRE _ (CPRE) x (125) x (Area)
41.89 cfs
QPosr = (CPosT) x (125) x (Area)
90.48 cis
+ (60)(1 % imp.)
= 76
P = 5.71 in, for 25 yr, 6 hr storm
S= 1000/CN-10
3.16
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
3.13 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] / Q1o,Posr
35.38 min.
at normal
Pond side slopes = 3 :1
Depth below N.P. = 6 ft.
SA/DA = 0.0216
(Chart for 90% TSS Removal for Wet Detention
Required SA = (SA/DA) x (Total Drainage Area)
22,111 sq. ft.
State Volume Required for Storaae of first 1" of runoff:
Vol. = [(1/12) x (DA) x (% imp.)] +
[(1/12) x (DA) x (1-% imp.) x C]
C = 0.2
44,408 cu. ft.
02010Pond3 1 of 3

10/3/2002 Kirkwood at Arrondale
CDC St00012
ormwater Calculations
O's
Pond Volume:
Bottom SA = 12,248 sq. ft.
Normal Pool SA = 64,622 sq. ft.
Vol. _ [(N.P. SA + Bottom SA)12] x (N.P. el. --Bottom el.)
230,610.0 cu. ft.
Forebav:
Required Volume
Vol. = 20% of storage volume
46,122 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st 1' of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
= 0.257 cfs
Required Area of Pipe for 2-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ftJs2
h = (F.P. elev.- N.P. elev.) /2
1.725 ft.
A = 0.0406 sq. ft.
Diameter of Pipe for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.2275 ft.
2.73 in.
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1 °% imp.)(.25)
= 0.54
I = 7.13 in. for a 25 yr. Storm
A = 23.50 Acres
90.48 cfs
Q= CwxLxH'-5
H = [Q / (Cw x L)]273
Cw = 3
1.53 ft.
Peak elevation = flood pool elevation + H
= 26.98 ft.
Provided Volume
Bottom SA = 24.370 sq. ft.
Normal Pool SA = 34,047 sq. ft.
Vol. _ [(N.P. SA+ Bottom SA) / 2] x (N.P. el. - Bottc
87.626 cu. ft.
depth = 3 ft.
Flow for 5-day drawdown:
71st1" of stormwater,
Required Vol. / 432,000 sec. (5-days)
0.103 cis
Required Area of Pipe for 5-day drawdown:
A= Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elov. - N.P. elev.)/2
= 1.725 ft.
A = 0.0163 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1439 ft.
= 1.73 in.
02010Pond3 2 of 3

Central Files: APS SWP
08/18/10
Permit Number SW8000530 Permit Tracking Slip
Program Category Status Project Type
State SW Active Renewal with major mod
Permit Type
State Stormwater
Primary Reviewer
david.cox
Coastal SW Rule
Coastal Stormwater - 1995
Permitted Flow
Version Permit Classification
2.00 Individual
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
Kirkwood at Arrondale Subdivision Minor Wilmington
Location Address
Windgate Dr
Wilmington NC 28412
Owner
Owner Name
Kirkwood at Arrondale HOA Inc
County
New Hanover
Facility Contact Affiliation
Owner Type
Unknown
Owner Affiliation
Richard J. Wadzinski Jr.
President
2108 Capital Dr Ste 102
Dates/Events Wilmington NC 28405
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
01/22/02 08/16/10 08/18/10 08/48/10 10/14 72
Regulated Activities Reauested/Raceived Events
State Stormwater - HD - Detention Pond Deed restriction requested
Deed restriction received
Engineer/tech specialist certification received 08/31 /09
Engineer/tech specialist certification received 08/31/09
Outfall INU1,1
Waterbody Name Stream Index Number Current Class Subbasin