SW7041107_CURRENT PERMIT_20050104

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
122 0 Q
YYYYMMDD

w5n
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Michael F. Easley, Govemor
January 4, 2005
Mr. Phillip D. Dunn
520 Half Moon Road
New Bern, NC 28560
Resources
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Subject: Permit No. SW7041107
Broad Creek Road Mini Storage
High Densit}, Stormwater Project
Craven County
Dear Mr. Dunn:
The Washington Regional Office received a completed Stormwater Application for the
subject project on December 13, 2004. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000. We are forwarding Permit No. SW7041107 dated January 4. 2005 to Phillip D.
Dunn for the construction and operation of grassed swales and a wet detention pond to serve the
proposed Broad Creek Road Mini Storage site located in Craven County -
This permit shall be effective from the date of issuance until January 4. 2015 and shall be
subject to the conditions and limitations as specified thereirL 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 "A'ilI 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 follo"ing
receipt of this permit. This request must be in the form of a NATitten petition, conforming to Chapter
150B of the North Carolina General Statutes. and filed Arith the Office of Administrative Hearings.
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
943 Washington Square Mall, Washington, North Carolina 27889 On. -
Phone: [phone] FAX [phone] Internet: h2o.enr.state.nc.us North Carolin a

Page 2
January 4, 2005
Mr. Phillip D. Dunn
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Eneineer
Washington Regional Office
cc: Avolis Engineering, P.A.
Craven County Impections
Washington Regional Office
Central Files

State Stormwater Management Svstems
Permit No. SW7041107
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Phillip D. Dunn
Craven County
FOR THE
construction, operation and maintenance of stormwater management systems 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
for grassed swales and a wet detention pond to serve the proposed Broad Creek Road Mini Storage
site located in Craven County.
This permit shall be effective from the date of issuance until January 4. 2015 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described
in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 2 of this permit, the Project Data Sheet.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream:
Classification of Water Body:
Total Site Area:
Total Impervious:
Wet Pond Depth:
Required Storage Volume:
Provided Storage Volume:
Required Surface Area:
Provided Surface Area:
Controlling Orifice:
DIVISION OF WATER QUALITY
PROJECT DATA
Broad Creek Road Mini Storage
SW7041107
Craven County
Phillip D. Dunn
520 Half Moon Road
Ne-w Bern, NC 28560
12/130004
UT to Upper Broad Creek
C - NSW
3.65 ac
L38 ac
4.0 ft
5,170 cf
7,544 cf
5,285 sf
5.432 sf
1 &- 1/4 inch @ elevation 4.0 ft

4. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative
practices (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.
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 of the project area.
In addition, the Director may determine that other revisions to the project should require a
modification to the permit.
6. The Director may notif}, 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.
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of
the stormwater management system.
a. 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
surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency including, but not Iimited
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.
4. 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.
5. 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
6 Upon completion of construction 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. Mail the
Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina. 27889. attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be maintained on file by the Perminee
for a minimum of five years from the date of the completion of construction.
8. Once the easements and restrictive covenants are recorded a copy must be sent to the NC
Division of Water Quality, Washington Regional Office. This must be done prior to
operation of the wet detention pond.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is.a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an application fee.
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be 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 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying «zth 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 storm%%Uter
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 star any
permit condition. .
Permit issued this the 4 th day of January 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7041107

Broad Creek Road Mini Storage
Stormwater Permit No. SW7041107
Designer's Certification
1, , as a duly
Registered Professional Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time)
the construction of the project,
for
ect)
(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.
Signature
Registration Number
Date

by a 6,d
Energy, Mincrul &
Land Resources
RNVIHONMF.N FAl, OUAl I1Y
ROY COOPER
Governor.
MICHAEL S. REGAN
secrehn y
WILLIAM E. (TOBY) VINSON. JR.
hiferirnl Doran,
April 9, 2018
Mr. Phillip D. Moon
520 Half Moon Road
New Bern, NC 28560
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7041107
Broad Creek Road Mini Storage
Craven County
Dear Mr. Moon:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7041107 for a stormwater treatment system consisting of a wet
detention pond to serve a Mini Storage Facility located on Broad Creek Road in Craven
County expires on January 4, 2019. This is a reminder that permit renewal applications
are due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at
https: /Ideq.nc.govLabout/divisions/energy-mineral-land-resources/ener�y-mineral-land_;.
rules Istormwater- program ost- con stru ction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you.
Sincerely,
7 A � —
Roger K. Thorpe
Environmental Engineer
State of North Carolina I Environmental Quality I I?ncr yy. Miner'a(and Land Resoul ccs
Washington Regional Office 1 943 Washington Square wall I Washington. NC 21881)
252 946 6481

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
EC 1 3 2UU4
0
®WQ`WARO 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):
Phillip D. Dunn
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Phillip D. Dunn
3. Mailing Address for person listed in item 2 above:
520 Half Moon Road
City: New Bern State: NC Zip: 28560
Telephone Number: (252 i 631-4577 _
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans.
specifications, Ietters, operation and maintenance agreements, etc.):
Broad Creek Road Mini Storage
5. Location of Project (street address):
NCSR 1600,Near Fairfield Harbour
City; --- _ _ _ Counry:� Craven
6. Directions to project (from nearest major intersection):
From intersection of NC Highway 55 and NCSR 1600 travel south east
approximately 4.5 miles to 725 Broad Creek Road.
7. Latitude: N 350 6. 39' Longitude: W 76' 56. 91 ' of project
8. Contact person who can answer questions about the project:
Name: Phillip D. Dunn Telephone Number: ( 252 )633-4577 _
H. PERMIT INFORMATION:
i
1. Specify whether project is (check one): X New Renewal Modification
Form SWU_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
3 existing permit number and its issue date (if known)
Y
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/Erasion 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.
IIL 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 runoff will be treated through stormwater fond designed for
90% TSS removal. Discharge from pond is to existing ditch.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Project Area: 3.65 acres 4. Project Built Upon Area: 37.9 Rio
5. How many drainage areas 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.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Neuse River
Receiving Stream Class
Drainage Area
3.65
Existing Impervious` Area
—0—
Proposed Impervious*Area
1.38
% Impervious` Area (total)
37.9
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
20,500 SF, 0.47 AC
On -site Streets
None
On -site Parking
39,637 SF 0.91 AC
On -site Sidewalks
None
Other on -site
None
Off -site
None
Total: 60,187 SF, 1.38 AC
Total:
' 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 399 Page 2 of 4

7. How was the off -site impervious area listed above derived? NSA
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 _ 60 187 __�— 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 ofswimming 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 storm water 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
For,<< S'N%lU-14J
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Pace 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 SAR
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/managementf
• Two copies of plans and specifications, including:
Development/Project name
Engineer and firm
-Legend
- North arrow
- Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location mapwith 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)
VfL 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): Avolis Engineering, PA
Mailing Address: P.O. Box 15564
City: New Bern
VIII, APPLICANT'S CERTIFICATION
State:_ NC
zip: 28561
Fax: ( ' 252 ) 633-6507
I, (print or type name of person listed in General Information, item 2) Phillip D. Dunn
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 coven nts will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. . ., n
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date:

Permit No.
(to be provided by Dlf O)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FQNECEIVE `
WET DETENTION BASIN SUPPLEMENT DEC 13 2004
?7us fora? maybe photocopied for use as an original
DWO Stormwater Management Plan Review: DW Q-WARO
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.
1. PROJECT INFORMATION
Project Name: Broad Creek Road Mini Storage
Contact Person: Phillip D. Dunn _ Phone Number: (252 ) 633-4577
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 0.00 ft. (floor of the basin)
Permanent Pool Elevation 4.00 ft. (elevation of the orifice)
Temporary Pool Elevation 5.26 ft. (elevation of the discharge stnrcture otieiflo►v)
areas
Permanent Pool Surface Area 5,432 sq. ft. (ivater surface area at the orifice elevation)
Drainage Area 3.65 ac. (on -site and off -site drainage to the basin)
Impervious Area 1.38 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA i
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
121060 cu. ft. (combined volrrrne of main basin and forebay)
71544, cu. ft. (volurne detained above the permanent pool)
3,015 cu. ft. (approximately 20% of total volume)
3.33 (surface area to drainage area ratio from DWO table)
1.25 in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
1 When using the Division SA/,)A tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
aotual 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 BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
I1. 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
42 a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
<P b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
' d. The temporary pool draws down in 2 to 5 days.
k e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
ow
f
The basin length to width ratio is greater than 3:1.
4�P g.
The basin side slopes above the permanent pool are no steeper than 3:1.
4P
h.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
LIP
i.
Vegetative cover above the permanent pool elevation is specified.
j.
A trash rack or similar device is provided for both the overflow and orifice.
4�_
k.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I.
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.
W___1
in.
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) � does not incorporate a vegetated filter at the outlet.
This system (check one) XNIDm9does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.0
When the permanent pool depth reads 3.0
feet in the main pond, the sediment shall be removed.
feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
oil in the blcoiks)
Pei-manent Pool Elevation 4. 0
Sediment Ren oval El. 1 .00 ♦ 75 o
Sediment Removal Elevation 1 : 00
Bottom Ele anon 0 • QO % ------------------------------------
Bottom Elevation 0.00
FOREBAY MAIN POND
-- 175%
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.
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: Phillip D. Dunn
Title: Owner
Address: 520 Half Moon Road, New Bern, NC 28560
Phor
Sign
Date:
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, Beth Sinunons
a Notary Public for the State of North Carolina
County of Craven do hereby certifythatPhillip D. Dunn
personally appeared before me this �� day of �1��`- , ��u� , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official sea],
NOTARY S;
n g PUBLIC
9,�• .••�.1.
SEAL
My commission expires aril 22, 2009
Form S WU-102 Rev 3.99 Page 4 of 4