SW8060702_HISTORICAL FILE_20060707

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0�90-102
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
NP HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20010 0"1 Ol
YYYYMMDD

A TF9
OG
M chael F Easley Go emor
W II am G Re s Jr Sec et ry
North Carolina Department of En ironment and Natural Resources
'C
Vitr1
Alan W Klimek P E Director
_
D v s on of Water Quality
July 7
Ms Rosalind N Fuller Manager
Birdsey Napier Investment Group LLC
106 Martingdale Lane
Wilmington NC 28405
Subject Stormwater Permit No SW8 060702
Lot 6 Island Park
High Density Project
New Hanover County
Dear Ms Fuller
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Lot 6 Island Park on July 5 2006 Staff review of the plans and specifications
has determined that the project as proposed will comply with the Stormwater Regulations set
forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 060702 dated July 7
2006 for the construction of the subject project
This permit shall be effective from the date of issuance until July 7 2016 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 adtudicatory hearing upon written request within sixty (60) days
following receipt of this permit This request must be in the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of
Administrative Hearings P O Drawer 27447 Raleigh NC 27611 7447 Unless such demands
are made this permit shall be final and binding
If you have any questions or need additional information concerning this matter please
contact Paul Bartlett or me at [phone]
Sincerely
Edward eck
Regional Supervisor
Surface Water Protection Section
ENB/ptb S \WQS\STORMWATER\PERMIT\060702 july06
cc Tim Clinkscales P E Paramounte Engineering Inc
Tony Roberts New Hanover County Building Inspections
City of Wilmington Stormwater Services
Beth E Wetherill New Hanover County Engineering
Paul T Bartlett P E
Wilmington Regional Office
Central Files o
N thCaroltna
J�atura!!y
North Carolina Di ision of Wate Quality 127 Cardi at Dn a Extension Wilmington NC 28405 Pho e [phone] C sto me Sery cc
Wilmington Reg onal Office Internet u%M1 nc aterouahivor�_y Fa [phone] 1 877 -623 6748
An Equal Opportumly/A(frmahve Action Employer 50/Recycled/70/ Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 060702
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
Rosalind N Fuller and Birdsey Napier Investment Group LLC
Lot 6 Island Park
New Hanover County
FOR THE
construction operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the stormwater rules
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until July 7 2016 and shall be
subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 142 441 square feet of
impervious area
3 The tract will be limited to the amount of built upon area indicated on page 3 of
this permit and per approved plans The built upon area for the future
development is limited to 101 598 square feet which is included in the total
permitted impervious area of 142 441 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements in accordance with the
approved plans
5 The runoff from all built upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 060702
6 The following design criteria have been provided in the wet detention pond and
must
be maintained at design conditions
a
Drainage Area 9cres
444
Onsite ft
193 406
Offsite ft2
None
b
Total Impervious Surfyes ft2
142 441
OS Buildings ft
12 000
OS Parking/roadways ft2
27 912
OS Sidewalks ft
931
Future Buildout @ 90% ft2
101 598
c
Design Storm inches
1 0
d
Pond Depth feet
40
e
TSS removal efficiency
90%
f
Permanent Pool Elevation FMSL
260
g
Permanent Pool Surface Area ft2
27 052
h
Permitted Storage Volume ft3
11 997
1
Temporary Storage Elevation FMSL
268
t
Controlling Orifice
1 5 0 pipe
k
Permitted Forebay Volume ft3
16 091
1
Receiving Stream/River Basin
UT Prince George Creek / Cape Fear
m
Stream Index Number
1874 53
n
Classification of Water Body
C Sw
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety
vegetated and operational for its intended use prior to the construction of any
built upon surface
2 During construction erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 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 Mowin.9 and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure orifice device flow
spreader catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 060702
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 Decorative spray fountains will be allowed in the stormwater treatment system
subject to the following criteria
a The fountain must draw its water from less than 2 below the permanent
pool surface
b Separated units where the nozzle pump and intake are connected by
tubing may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond away
from the shoreline
d The maximum horsepower for a fountain in this pond is 1/3 horsepower
6 The facilities shall be constructed as shown on the approved plans 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
7 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 A
modification may be required for those deviations
8 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
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans specifications and calculations prior to construction for any
modification to the approved plans including but not limited to those listed
below
a Any revision to any item shown on the approved plans including the
stormwater management measures built upon area details etc
b Protect name change
c Transfer of ownership
d Redesign or addition to the approved amount of built upon area or to the
drainage area
e Further subdivision acquisition lease or sale of all or part of the protect
area The protect area is defined as all property owned by the permittee
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in altering or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans prior to construction
12 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 060702
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership or a name change the permittee must
submit a formal permit transfer request to the Division of Water Quality
accompanied by a completed name/ownership change form 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 The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
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) having 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 permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified revoked and reissued or terminated for cause The
filing of a request for a permit modification revocation and reissuance or
termination does not stay any permit condition
7 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
8 Approved plans and specifications for this protect are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name ownership or mailing address
changes within 30 days
Permit issued this the 7th day of July 2006
NORT>QAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/or Alan Klimek P E Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 060702
Lot 6 Island Park
Stormwater Permit No SW8 060702 Page 1 of 2
New Hanover County
Designers Certification
I as a duly registered
in the State of North Carolina having been authorized to observe (periodically/ weekly/
full time) the construction of the protect
(Protect)
for (Protect Owner) hereby state that to the
best of my abilities due care and diligence was used in the observation of the protect
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 specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 060702
Page 2 of 2
Certification Requirements
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 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided such as a vegetated shelf
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR DWQ Regional Office
Tony Roberts New Hanover County Building Inspections
Page 7 of 7

OFFICE _ .
NLY
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
I Applicant s name (specify the name of the corporation individual etc who owns the project)
Investment Group LLC
2 Print Owners/Signing Official s name and title (the person legally responsible for facility and compliance)
Rosalind N Fuller Manaeer
3 Mailing Address for person listed in item 2 above
106 Martmsale Lane
City Wilmington State
Telephone Number 910 763 0380
NC
Zip
28405
4 Project Name (subdivision facility or establishment name should be consistent with project name on
plans specifications letters operation and maintenance agreements etc )
Lot 6 Island Park
5 Location of Project (street address)
5632 Barbados Blvd
City
County New Hanover
6 Directions to project (from nearest major intersection)
The site is located just south of the intersection of Holly Shelter Road and Barbados Blvd inside Island Park
7 Latitude 034 21 00'N
Longitude 077 52 30 W
8 Contact person who can answer questions about the project
Name Tim Clinkscales PE
II PERMIT INFORMATION
1 Specify whether project is (check one)
X New
Telephone Number [phone]
of project
Renewal Modification
Form SWU 101 Version 3 99 Page 1 of 4
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
I Applicant s name (specify the name of the corporation individual etc who owns the project)
Investment Group LLC
2 Print Owners/Signing Official s name and title (the person legally responsible for facility and compliance)
Rosalind N Fuller Manaeer
3 Mailing Address for person listed in item 2 above
106 Martmsale Lane
City Wilmington State
Telephone Number 910 763 0380
NC
Zip
28405
4 Project Name (subdivision facility or establishment name should be consistent with project name on
plans specifications letters operation and maintenance agreements etc )
Lot 6 Island Park
5 Location of Project (street address)
5632 Barbados Blvd
City
County New Hanover
6 Directions to project (from nearest major intersection)
The site is located just south of the intersection of Holly Shelter Road and Barbados Blvd inside Island Park
7 Latitude 034 21 00'N
Longitude 077 52 30 W
8 Contact person who can answer questions about the project
Name Tim Clinkscales PE
II PERMIT INFORMATION
1 Specify whether project is (check one)
X New
Telephone Number [phone]
of project
Renewal Modification
Form SWU 101 Version 3 99 Page 1 of 4

1
2 If this application is being submitted as the result of a renewal or modification to an existing permit list
the existing permit number and its issue date (if known)
3 Specify the type of project (check one)
_Low Density X High Density _Redevelop _General Permit _ Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major —Sediment/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
I In the space provided below summarize how stormwater will be treated Also attach a detailed narrative (one
to two pages) describing stormwater management for the project
The stormwater will be treated by conveying the stormwater by sheet flow through a storm dram system into a wet
detention pond for the entire site The project will be permitted for the entire site
2 Stormwater runoff from this project drams to the Cape Fear River basin
3 Total Project Area 493 Acres 4 Project Built Upon Area 6552 %
5 How many drainage areas does the project have? 2
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 Drovided in the same format as below
Basin Information
Drainage
Area Total
DA #1
DA #2
Receiving Stream Name
Prince
Georges
Creek
Prince
Georges
Creek
Prince
Georges
Creek
Receiving Stream Class
C Sw
C Sw
C SW
Drainage Area
4 93 acres
4 44 acres
0 49 acres
Existing Impervious* Area
N/A
N/A
N/A
Proposed Impervious* Area
3 27 acres
3 27 acres
0 0 acres
% Impervious* Area (total)
6633
73 65
00
Impervious* Surface Area
Drainage
Basin Total
DA # 1
DA #2
On site Buildings
12 000 sf
12 000 sf
0 sf
On site Asphalt
0 sf
0 sf
0 sf
On site Parking
27 912 sf
27 912 sf
0 sf
On site Sidewalks
931 sf
931 sf
0 sf
Other on site
0 sf
0 sf
0 sf
Future Bmldout
101 598 sf
101 598 sf
0 sf
Total
142 441 sf
142 441 sf
0 sf
Form SWU 101 Version 3 99 Page 2 of 4

Impervious area is defined as the built upon area including but not limited to buildings roads
parking areas sidewalks gravel areas etc
7 How was the off site impervious area listed derived?
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
N/A
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions out parcels and future development prior to 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
I The following covenants are intended to ensure ongoing compliance with state management permit
number as issued by the Division of Water Quality These
covenants my not be changed or deleted without the consent of the State
2 No more than square feet of any lot shall be covered by structures or impervious
materials Impervious materials include asphalt gravel concrete brick stone slate or similar
material but do not include wood decking or the water surface of swimming pools
3 Swales shall not be filled in piped or altered except as necessary to provide driveway crossings
4 Built upon area in excess of the permitted amount requires a state stormwater management permit
modification prior to construction
5 All permitted runoff from out parcels 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 item required above that the covenants will be binding on all parties and persons
claiming under them that they will run with the land that the required covenants cannot be changed or deleted
without concurrence from the State and that they will be recorded prior to the sale of any lot
V SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form (s) listed below must be submitted for
each BMP specified for this project Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms
Form SWU 102
Wet Detention Basin Supplement
Form SWU 103
Infiltration Basin Supplement
Form SWU 104
Low Density Supplement
Form SWU 105
Curb Outlet System Supplement
Form SWU 106
Off Site System Supplement
Form SWU 107
Underground Infiltration Trench Supplement
Form SWU 108
Neuse River Basin SupplementForm SWU 109 Innovative Best Management Practice
Supplement
Form SWU 101 Version 3 99 Page 3 of 4

VL 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
• Original and one copv of the Stormwater Management Permit Application Form
• One copv of the applicable Supplement Form(sl for each BMP
• Permit application vrocessine fee of S420 (navable to NCDENR)
• Detailed narrative description of stomiwater treatment/management
• Two copies of plans and specifications mcludmg
Development/Project name
Engineer and firm
Legend
North arrow
Scale
Revision number & date
Mean high water line
-. ngtials
C C.
G
T6G
G
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)
VI 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) Paramounte Engineering Inc
Mailing Address 5911 Oleander Drive
City Wilmington State NC Zip 28403
Phone [phone] Fax [phone]
VIII APPLICANT S CERTIFICATION
I (print or type name of person listed in General Information item 2) Rosalind N Fuller
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 propo pro ect complies with the requirements of ISA
NCAC 2H 1000 I
Signature i Date/
Form SWU 101 Version 3 99 Page 4 of 4

P 1
* COMMUNICATION RESULT REPORT ( JUL 10 2006 11 26AM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------------------------------------------------
762 MEMORY TX 9-7916760 OK P 16/16
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
State of North
Department of Environnne d Natural Resources
Wlh=gton Regional Office
Michael F Easley, Governor [phone]
Willlam G Ross Jr, Secretary
FAX COVER SHEET
Date 07/10/2006
To 11111 Clinks-
1-CO Paramounte En peenn Inc.
FAX # [phone]_6
REMARKS
# pages (excluding cover) (5
From _Mxnam Hughes
Division Express I'e1-luir n
FAX# 910-3_ g�O4
127 Cardinal Drive Extension WOmmgtan N C 28405-3845'nlephone [phone] Fax[phone]
An Equal opportunity Alnrmauve Action Employer

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Map center is 340 21 00 N 770 52 30 W (WGS84/NAD83)
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Projection is UTM Zone 18 NAD83 Datum G=-1 624
http //www topozone com/pnnt asp?z=18&n=3804710&e=235553&s=100&size=m&u=6& 7/7/2006

]P_XRAMOUNI
E N G I N E E R I N G 1 N
5 9 1 1 OLEANDER DRIVE S U I T E
W I L M I N G T O N N C 2 8 4 0 3
9 1 0 7 9 1 6 7 0 7( O) 9 1 0 7 6 3 6 7 6 0
( F )
L E T T E R O F T R A N S M I T T A L
To
NCDENR
Date
1 7/05/06
Re
Lot 6 Island Park
Ann
Rob Gordon
Project No
1 06135 PEI
e are seadm ❑ Originals
he following items ❑ Correspondence
® Pnnts ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ❑ Other as listed b low L
Quantity
Date
Dwg No
Description
2
6/08/06
Stormwater Plans
2
6/08/06
Design and Stormwater Narrative
Rt
1
6/08/06
Original and Copy of SWU101
1
6/08/06
Original and Copy SWU 102
1
$4000 check (410785)
r�
Issue Stains ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ 1 or Review and Comment ❑ Approved as Noted ❑ See Remarks
enon Taken ❑ No Fxcepuons Taken ❑ Make Corrections Noted ❑ lmend & Resubmit
❑ Rejected See Remarks ❑ Approved as Submitted ❑ Other
Remarks
Cc lit-✓ Cc -1 5ignui
Tim Clmkscales PE
RECEIVED
JUL � 5 ZU06
' (W g 00070 2
F3v

LOT 6 — ISLAND PARK
NEW HANOVER COUNTY, NC
DESIGN AND STORMWATER NARRATIVE
Prepared for
BIRDSEY-NAPIER, LLC
371 NORTH FRONT STREET
WILMINGTON NC 28401
Prepared by
5911 Oleander Drive Suite 201
Wilmington NC 28403
Project #06135 PE
July 2006
T
AWN 0 5 Nub
5W 8 pco070Z

LOT 6 — ISLAND PARK
NEW HANOVER, NORTH CAROLINA
Project 406135 PE
Table of Contents
Design Narrative
Proposed Improvements
Maintenance
NC DENR Calculations Wet Detention Pond
Storm Drainage Calculations
Outlet Protection Calculations
New Hanover County Soils Map
USGS Map
Page

LOT 6 - ISLAND PARK
NEW HANOVER, NORTH CAROLINA
Project #06135 PE
DESIGN NARRATIVE
Birdsey Napier LLC is proposing to develop a warehouse facility on a 4 93 acre parcel in New
Hanover County The site is located on Barbados Boulevard inside Island Park The project
will consist of 3 27 acres of impervious area and 4 93 acrs of the site will be disturbed The site
will be permitted for the entire site but the initial buildout will consist of 2 32 acres of
disturbance and 0 94 acres of impervious acres The rest of the site will be permitted based on
90 /o impervious area of the site The site is currently a fairly covered grassland lot It is
bordered by Barbados Boulevard on the west Lots within Island Park on the north and south
and wetlands to the east
The project is within a drainage basin that drains to an unnamed tributary of Prince Georges
Creek (C SW 10 ) All stormwater will be conveyed through a stormdrarn system into a wet
detention pond for treatment and storage The wet detention pond has been designed to meet
the New Hanover County Storm Water Management Ordinance and NCDENR s design
requirements
PROPOSED IMPROVEMENTS/ STORMWATER
All stormwater will be conveyed through the means of a stormdrarn system which will serve to
convey the runoff into the wet detention pond The pond will outlet through a riser barrel
structure which has been designed to hold back the 1 storm for the required 2 5 day
drawdown In addition the outlet structure has been designed to discharge the 25 year storm
event at a flow rate less than pre development and the 100 year storm event will overflow
through the means of an emergency spillway The soil type for the site is Leon (Le) All
supporting drainage calculations and drainage basin information are provided within the
following pages of this report
For treatment calculations the procedure in the NCDENR Stormwater Best Management
Practices Manual was used to determine the pond surface area volume and depth The pond s
designed length to width ratio is approximately 3 1 and includes a forebay of at least 20°/ of
the basin s overall volume Pond side slopes are 3H to 1V with 6H to 1V planted littoral shelf
The permanent pool depth is 4 feet Stormwater in excess of the design storm will overflow the
pond and discharge to the outfall waterway
Page 1

The outlet structure for the pond is configured to detain the 10 runoff volume The
permanent pool elevation for the pond was determined to be at elevation 26 00 and the 1
runoff volume to be at elevation 26 76 In respect to these elevations a 150 orifice will draw
down the 1 runoff volume in 3 65 days
In addition to the state stormwater requirements the pond is designed to meet New Hanover s
County 25 year pre/post requirement A pre development curve number of 69 was used which
resulted in a peak flow of 2717 cfs This curve number was developed based upon the
property having a type B soil (Leon) and open space with fair cover A post development
curve number of 90 3 was used which resulted in a peak flow of 34 59 cfs This curve number
was developed based upon calculating a weighted curve number for the Lot 6 Upon routing
the pond the peak flow which resulted is 14 13 cfs The elevation for the riser weir structure
was placed at 26 80 This elevation permits the post development flow to be less than the pre
development conditions for the 2 10 and 25 year events An emergency spillway is placed at
an elevation of 27 70 The top of the pond is placed at 29 00 with the 100 year elevation of
27 90 this maintains the 0 5 feet of freeboard that is required for the 100 year event All
supporting calculations and results are provided in the following pages of this report
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices In addition inspection and any necessary maintenance will be
required immediately following any significant storm event Any erosion control measure that
fails to function as intended shall be repaired immediately Upon completion of construction
and the establishment of stabilized ground cover the property owner shall be responsible for
any on going site maintenance
Page 2

Basin #1 Wet Detention Pond Calculations
NC DENR Retention Requirements
Objective design a wet detention basin with the following characteristics a permanent water pool depth between 3 and
6 feet a surface area that meets TSS removal requirements (values set by NC DENR and included here) a forebay that
is approximately 20/ of the total pond volume a temporary water pool sized to detain the initial 1 inch of rainfall runoff an
outlet device that drains the temporary water pool within 2 5 days and a length to width ratio of approximately 3 1
Step 1 Determine the surface area required for 90/ TSS removal
Post Development Conditions
Total Drainage Area 444 ACRE
Impervious Drainage Area 327 ACRE
Impervious Cover 73 6%
Elevation of Permanent Pool Surface 260 FT
Depth of Permanent Pool 40 FT
Value from CAD
Value from CAD
Impervious Cover --(Impervious Drainage
Area)/(Total Drainage Area) 100/
Value selected by designer
Value selected by designer
Elevation of Wet Detention Pond Bottom 220 FT (Bottom Elevation)=(Permanent Pool Surface
Elevation) (Depth of Permanent Pool)
Approximate Pond Length 290 FT Value from CAD
A roximate Pond Width 119 FT Value from CAD
Len th Width Ratio 2 1 Ratio=(Length)/(VV1dth) 1
Rpnuirpd .AinA Rahn fnr an / TAR Rpmnval n z,n Value from chart Reference 90/ TSS
- - - - --
Removal
Required Permanent Pool Surface Area 12 281 SF Required Surface Area=(Required SAIDA
Ratio) (Total Drainage Area)
Provided Permanent Pool Surface Area 27 052 SF Interpolated value from stage storage
calculations
Step 2 Determine the 1 inch runoff elevation within the wet detention Dond
Runoff Coefficient Rv 0 713 MIN Rv=O 05+0 009 (/ Impervious)
Required 1 Runoff Volume (Volume of Temporary 11 489 CF 1 Runoff Volume=l inch Rv 1 foot/12
Pool) inch (Total Drainage Area)
Value from stage storage calculations
Volume Below Permanent Pool 0 CF (cumulative pond volume at permanent pool
elevation)
Tntai Vniump to hP Cnntrnilpd 11 eac r`F Total Volume to be Controlled=(Volume Below
--""----_---- -- _- ----- ------ "" --- -. Permanent Pool+ 1 Runoff Volume
Value is interpolation based upon stage storage
Storage Elevation at Required Volume 26 76 FT values See stage storage calculations
P \Prolects\Atlantic Brokerage\06135 PE Lot 6 Island Park\Documents\Design Calculations\Hydro\Wet Detention Pond

Step 3 Calculate the reouired forebav volume (18 221 of total pond volume) and compare to the forebav volume orovided
Total Pond Volume 83 310 CF Value from stage storage calculations
Required Foreba Volume 16 662 CIF Forebay Volume=(Total Pond Volume) 20/
vid Proed Foreba Volume 16 091 CIF Value from stage storage calculations
Provided Forebay Volume Total Pond Volume 19 / (Provided Forebay Volume)/(Total Pond
Volume) 100/
SteD 4 Venfv that time reouired to drawdown the 1 inch runoff volume is within 2 to 5 days
Diameter of Proposed Low flow Orifice
1 50
IN
Value chosen by designer
Weir Elevation of Outlet Structure
2676
FT
Value chosen by designer
(Total Elevation Head Above Onfice)=(Weir
Total Elevation Head Above Onfice
076
FT
Elevation) (Elevation of Permanent Pool
Surface)
(Average Elevation Head Above
Onfice)=((Storage Elevation at Required
Average Elevation Head Above Orifice
038
FT
Volume)+(Elevation of Permanent Pool
Surface)]/2 (Storage Elevation at Required
Volume)
Cd Coefficient of Discharge
060
Value chosen by designer
Q Flowrate Through Low flow Orifice
004
CFS
Q=Cd (Pi) ((Diameter of Orifice) (1 ft/12
IDrawdown Time for l inch Runoff 365 DAYS I,- -""" """""' " " " " I
P \Pro)ectsWtlantic Brokerage\06135 PE Lot 6 Island Park\Documents\Design Calculations\Hydro\Wet Detention Pond

LOT 6 ISLAND PARK
Stage Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and characteristics of the proposed wet detention pond
Pond side slope above Permanent Pool 3
Planted shelf 2 below Permanent Pool 6
Side Slope below planted shelf 3
of
contour interval
age/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume S
Contour
Area (SF)
Volume (CF)
(CF)
2600
0
0
0 Permanent Pool
2676
11 489 Temporary Pool
2680
11 997 Weir
2700
29 993
14 997
14 997
2800
31 119
30 556
45 553
2900
33 414
32 266
77 819
P \Pro/ects\Atlantic Brokerage\06135 PE Lot 6 Island Park\Documents\Design Calculations\Hydro\Wet
Detention Pond

LOT 6 ISLAND PARK
Stage Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume S
Contour
Area (SF)
Volume (CF)
(CF)
220
15 864
0
0 Pond Bottom
230
18 152
17 008
17 008
240
20 573
19 362
36 370
250
23 127
21 850
58 220
260
27 052
25 090
83 310 + Permanent Pool
Forebay Only (20% of Total Pond
Cumulative
Contour
Incremental
Volume S
Contour
Area (SF)
Volume (CF)
(CF)
220
2571 8223
0
0 Bottom Elev
230
3233 9086
2 903
2 903
240
3 968
3 601
6 504
250
4 776
4 372
10 876
260
5 655
5 215
16 091 Forebay Volume
P \Protects\Atlantic Brokerage\06135 PE Lot 6 Island Park\Documents\Design Calculations\Hydro\Wet
Detention Pond

®
�i
��0000000��00©�
STORM TABLE Page 1 of 2 7/3/20065 51 PM

OUTLET PROTECTION
NY DOT DISSIPATOR METHOD
PROJECT
LOCATION
Lot 6 Island Park
New Hanover County
OUTLET
ZONE
RIPRAP
APRON
NUMBER
DIA
(in)
Q
(cfs)
V
(fps)
Dso
(I
CLASS
I
Dmax
(in)
THICKNESS
(m)
LENGTH
(ft)
WIDTH
(ft)
FES#5
24
71
23
1
4
A
6
9
10
6
FES#7
18
128
72
1
4
A
6
9
10
5
FES#8
18
100
57
1
4
A
6
9
10
5
NOTES 1 ) Minimum apron length of 10 ft shall be installed
2) Dmax = D50 x 1 5
3) Thickness = Dmax x 1 5
4) Width = 3 x Pipe Dia

,um
,� ,

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CP,N,5 I�N1111tl��N 111111
20SM4202
FOR RECISTRRTIUN REGISTER OF DEEDS
REBECCR R SMITH
NEW HRNOVER COUNTY
,CF"�
NC
2006 9EP " 93 " 67 "
p 5 2006 02
&K 4W6 PG 2467 24STW69 FEE $17 v10
R1RUIM
# 4M064102
Excise Tax Recording Time. Book and Page
Tax Lot No R01100 008-026 000 PIN R01100-008 026 000
Verified by County on the _ day of 20
by
Mail after recording to Franklin E Martin Esq Mannuig Fulton & Skinner P A
P 0 Box 929 Wilmington North Carolina 28402
This instrument was prepared by Franklin E Martin, Esq of Mammng Fulton & Skinner P A
P O Box 929 Wilmington North Carolina 28402
Brief description for the Index Lot 6 Island Park
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 'it0 day of September 2005 by and between QUALITY CHEMICAL
LABORATORIES, LLC a North Carolina limited liability company Grantor and BIRDSEY
NAPIER INVESTMENT GROUP LLC, a North Carolina limited liability company Grantee
whose mailing address is 371 North Front Street Wilmington NC 28401
WITNESSETH that the Grantor for a valuable consideration paid by the Grantee the receipt of
which is hereby acknowledged has and by these presents does grant, bargain sell and convey unto
the Grantee in fee simple all that certain lot or parcel of land situated in New Hanover County North
Carolina and being more particularly described as follows
BEING all of Lot 6 Island Park as shown on a map recorded in Map 41 at Page 390 New
Hanover County Registry to which map reference is made for a more particular description.
SUBJECT TO that DECLARATION OF RESTRICTIONS COVENANTS AND
CONDITIONS OF ISLAND PARK recorded in Book 1996 at Page 667 New Hanover
County Registry
458245 13880 T22732 �� \
v
RETURN TO /w+�u,ui limo J

Being the property conveyed to Grantor by Warranty Deed recorded in Book 3161 at Page 464 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 Grantee in fee simple
And the Grantor covenants with the Grantee that Grantor is seized of the premises in fee supple has
the tight to convey the same in fee simple that title is marketable and free and clear of all
encumbrances and that Grantor will wan -ant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated
Title to the property hereinabove described is subject to the following exceptions
1 Ad valorem taxes for the year 2005 and subsequent years
2 Enforceable easements restrictions and tights of way of record affecting title to the property
conveyed herein
IN WITNES S WHEREOF the Grantor has caused this instrument to be duly executed and delivered
QUALITY CHEMICAL LABORATORIES, LLC
Lo
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I the undersigned Notary Public of the County and State aforesaid certify that Thomas H Wright, Ill
personally appeared before me this day and acknowledged the execution ofthe foregoing uistniment
as Managing Member on behalf of the Company Witness my hand and official stamp or seal this
204—"' day of September 2005
ell , ER 0 M��'',
e.
M>
i rM'AR►.
wrr� pOak-,G =
ti
•,9VER '�0 G C� v
•,,_ '.r
459245 1388O T72732
— V r
Wr,ublic
..01

REBECCA P SMITH
REGISTER OF DEEDS NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON NC 28401
Filed For Registration 09/20/2005 03 3107 PM
Book RE 4906 Page 2467 2469
Document No 2005054202
DEED 3 PGS $17 00
NC REAL ESTATE EXCISE TAX $1 000 00
Recorder ANDREA CRESWELL
State of North Carolina County of New Hanover
The foregoing certificate of JENNIFER O MCGEE Notary is certified to be correct This 20TH of September
2005
REBECCA P SMITH REGIS OF DEEDS
By 4-dxz
Deputy/Aselelant Register of Deeds
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE RECORDING
*2005054202*
2005054202

Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENT or I"HE
Secretary SECRETARY of STATE
Corporations
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PO Box 19622 Raleigh NC 27626-0622 [phone]
Date 6/16/2006
Click here to
View Document Filings I
21Print apre populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
INC Birdsey Napier Legal
Investment Group LLC
Limited Liability Company Information
SOSID
Status
Date Formed
Citizenship
State of Inc
Duration
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
0513273
Current Active
11 /30/1999
Domestic
NC
Perpetual
Fuller Rosalind N
106 Martingale Ln
Wilmington NC 28409 2020
106 Martingale Ln
Wilmington NC 28409 2020
106 Martingale Ln
Wilmington NC 28409 2020
No Address
For questions or comments about the North Carolina Secretary of State s web site please send a marl to Webmaster
file //P \Prolects\Atlantic Brokerage\06135 PE Lot 6 Island Park\Documents\Permit Apps\S 7/4/2006

ACDENR
North Carolina Department of Environmont and Natural Resources
127 Cardinal Drive Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review RAN i
FILL IN all information below and CHECK required Permit(s)
FAX or email to Cameron Weavert(dncmail net along with a narrative and vicinity man of the project location
Projects must be submitted by 9 00 A M of the review date, unless prior arrangements are made
APPLICANT Name Mr William Fuller, President
Company Birdsev Nadler LLC
Address 313 N Front Street City/State Wilmington, NC Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email
PROJECT NAME Lot 6, Island Park
PROJECT SYSTEM(S) TRIBUTARY TO PRINCES GEORGE CREEK (STREAM NAME) Cape Fear
ENGINEER/CONSULTANT Tim Cllnkscales, PE
Company Paramoute Engineering Inc
Address 127 Racine Dnve, Suite 202 City/State Wilmington Zip NC County 28403
Phone [phone] Fax (910) 763A517 Email tchnkscales(a)paramoute eng com
State or National Environmental Policy Act (SEPA NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination, # of stream calls Stream Name
® STORMWA TER ❑ Low Density M High Density Detention Pond ❑ High Density Other
Wetlands MUST be addressed below ❑ Low Density Curb & Gutter ❑ High Density Infiltration ❑ Off Site
❑ COASTAL '^ ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
❑ LAND QUALITY ® Erosion and Sedimentation Control Plan with acres to be disturbed
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ❑ No
Check all that app1V Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts _ Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted Acre(s)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑Yes ❑No I Permit received from USAGE ❑Yes [:]No
401 Application required ❑Yes ❑ No If Yes ❑ Regular ❑ Express
Additional fees not to exceed 50% of the original Express Review permit application fee may be charged for
subsequent reviews due to the insufficiency of the permit applications
For DENR use only
SUBMITTAL DATES Fee Split for multiple permits
SW $
CAMA $
LOS $
401 $ Total Fee Amount $ 2000
LO 39tid 3dn1D31IH0dV 3ISI7 LTSb£9LOT6 E0 LT 900L/0£/S0

Lot 6, Island Park, Barbados Boulevard
Express Stormwater Narrative
May 30, 2006
Project Narrative
Birdsey Napier LLC is proposing to develop an industrial park on a 4 93 acre parcel in New
Hanover County The site is located inside the Island Park development on Barbados
Boulevard The site is located lust south of the intersection of Holly Shelter Road and
Barbados Boulevard The impervious area for the site will be 4 23 acres The site is currently a
fairly wooded lot
The project is within a drainage basin that drains to an unnamed tributary of Prince Georges
Creek (C SW 1 0' runoff) The stormwater will be conveyed by a stormdrain system and
overland flow into a wet detention pond The wet detention pond has been designed to meet
the New Hanover County Storm Water Management Ordinance and NCDENR s design
requirements
E0 39tid 3ani031IH3b1V 31SII LTS4E9LOTG 60 LT 900Z/0E/S0

IN!

05/30/2006 17 03 9107634517 LISLE ARCHITECTURE
a
V
I�$
92 INK AN w] M W 1$ 0 I I t vNl I0,0111111nN
177U vn v "T Ut ] DITIA� m v
1"1111711VN k'SCMtq 9 T YN I OV4'1 1 9 m
V� 11 7S'I R'U ],lU■hlWll Mrt
s
I
\
I
PAGE 05
N o
U e
ie

-UNT-tr+
_ARA OP*
E N B N E E R N a I N C
FAX COVER SHEET
To Cameron Weaver
Affihauon NCDENR Exprc ,% Pcamtnng
Fax # [phone]
Numbcr of pages (Including Cover) 3
Date May 30 2006
l•rom. 'lim Chnkscales
RE Express Stomzwater Express Form USGS quad map Site Plan of proposed
development
Protect No 06135 PEI
Comments
Cameron
Enclosed is the mfonnanon for stomawater review for Lot 6 inside Island Park If you
hat a any questions please feet frLL to call me at 791 6707 thanks for your tune and have a
great days
Tun Chnkscales
y 9 q A C N E O g 1 V C U T E t❑ 2 w I L M I N 6 T❑ N N C 2 a
P H 9 1❑ 7 V 1 6 70 7 f w Y 9 ❑ 1 9. 3 Y o 1 7
T6 35tld 3dni031IHDNV 3"1SI-1 LTS7E9LOT6 CO LT 900Z/0E/50

State of North Carolina CORP ID # — -Z 73
Department of the Secretary of State = FILE
09 3 1 9 0 U% 8 ARTICLES OF ORGANIZATION N3 0 'y
Limited Liability Company Effective
Pursuant to §57C 2-20 of the General Statutes of North Carolina, the undersigned does
Articles of Organization for the purpose of forming a limited liability company
The name of the limited liability company is Birdsey Napier Investment Group LLC
If the limited liability company is to dissolve by a specific date the latest date on which the hmited
liability company is to dissolve (If no date for dissolution is specified there shall be no hm:tion the
duration of the limited liability company)
(Optional) The name and address of the initial member(s) of the limited liability company is �s follows
4 The name and address of each person executing these articles of organization is as follows (State
whether each person is executing these articles of organization in the capacity of a member or an
organizer)
Stephep T Byrd 3605 Glenwood Avenue Suite 500 Raleigh NC 27612 (Organizer)
The street address and county of the initial registered office of the limited liability company ij
i
Number and Street 106 Martingale Lane
City State Zip Code Wilmington NC 28409-2020 County New Hanover
6 The mailing address if differentfrom the street address of the initial registered office is
7 The name of the initial registered agent is
Rosalind N Fuller
Check one of the following
(i) Member -managed LLC all members by virtue of their status as members shall 1� managers
of this limited liability company
x (n) Manager -managed LLC except as provided by N C G S Section 57C-3 20(a) the
members of this limited liability company shall not be managers by virtue of their status as members
mbers

(Revised July 1999) Form L-01
CORPORATIONS DMSION P O BOX 29622 RALEIGIL NC 27626-0622
9 Any other provisions which the limited liability company elects to include are attached
10 These articles will be effective upon filing unless a date and/or time is specified
This is thq-LL day of A404b, 1999
Birdsey Napier Investment Group LLC
Ogh#iwe
Stephen T Byrd Organizer
Type or Print Name and Title
NOTES
I Filmg fee is S125 This document and one exactor conformed copy of these articles must be Sled with the Secretary of
State
(Revised July 1999) Form L-01

LIMITED LIABILITY COMPANY (LLC)
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY
BIRDSEY NAPIER INVESTMENT GROUP LLC
STATE OF ORGANIZATION NC
SECRETARY OF STATE L LC ID NUMBER 0513273
23
SOSID 0513273
Date FdLd 3/31/2003 9 14 00 AM
Elaine F Marshall
North Carolina Secretary of State
230900620
FISCAL YEAR ENDING 12/31/2002
MONTHIDAYNEAR
FEDERAL EMPLOYER ID NUMBER 56 2169415
IF THIS IS THE INITIAL ANNUAL REPORT FILING YOU MUST COMPLETE THE ENTIRE FORM IF YOUR LLC S INFORMATION HAS NOT CHANGE SINCE THE PREVIOUS REPORT PLEASE CHECK THE BOX R
AND COMPLETE LINE 8 ONLY
1 REGISTERED AGENT & REGISTERED OFFICE MAILING ADDRESS
2 STREET ADDRESS AND COUNTY OF REGISTERED OFFICE
3 IF THE REGISTERED AGENT CHANGED SIGNATURE OF THE NEW AGENT
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4 ENTER PRINCIPAL OFFICE ADDRESS HERE ADDRESS
CRY ST ZIP
5 ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE
PLEASE INCLUDE AREA CODE
6 ENTER NAME TITLE AND BUSINESS ADDRESS OF MANAGER(S) HERE
NAME ADDRESS -
TITLE
CITY ST ZIP
NAME
ADDRESS -
TITLE
CITY ST LP
NAME
ADDRESS -
TITLE
CITY ST ZIP
7 BRIEFLY DESCRIBE THE NATURE OF BUSINESS
8 CERTIFIC TION OF ANNUAL R PORTJIM�UUSS/nT�, BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
�k
FORM M T BE SIGNED BY A MANAGER OF L L C DATE O
sO.a I ❑A 1\� TCL I r
TYPE OR PRIM NAME TYPE OR PRI TITLE
ANNUAL REPORT FEE $200 00 MAIL TO Seaetaryof State • Corporations Dimslon • Post Office Box 29525 • Raleo NC 2762&0525
203920 1 000
39