SW8000938_HISTORICAL FILE_20010130

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 Coo9 38
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 oo\ o t 3 o
YYYYMMDD

,%North Carolina .
,Department of Environment and Natural Resources ,
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Division of Water Quality NCDENR
WIImInet0tl Regional Office NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 30, 2001
Mr. Steve Niemeyer, Managing Member
Bradley Pointe, LLC
1650 Military Cutoff Road, Suite 200
Wilmington,NC 28403
Subject: Permit No. SW8 000938
Horizon Park
High Density Stormwater Project
New Hanover County
Dear Mr. Niemeyer:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Horizon
Park on December 21, 2000. 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 000938 dated January 30, 2001, for the construction of Horizon Park.
This permit shall be effective from the date of issuance until January 30,2011,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 stormwatermanagement
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:\WQS\STORMWAT\PERMIT\000938.JAN
cc: Phil Tripp, P.E.
Tony Roberts,New Hanover County Inspections
Jon Vincent, Registered Agent for Bradley Pointe, LLC
Beth Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 1 50% recveled/10% post-consumer paper

State Stormwater Management-Systems
Permit No. SW8 000938
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 ofNorth Carolina as amended,and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Bradley Pointe, LLC
Horizon 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 January 30,201 l,and shall be subject to the following
specified conditions and limitations:
1. 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 stormwater control'has been designed to handle the runoff from
154,404 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit, and per
approved plans.
5. The runoff from all onsite and offsite built-upon area permitted with this project must be directed into the
permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. S W 8 600938
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
Bradley Pointe, LLC
Horizon Park
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
214 .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 January 30,2011,and shall be subject to the following
specified conditions and limitations:
1. 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 stormwater control has been designed to handle the runoff from
154,404 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit, and per
approved plans.
5. The runoff from all onsite and offsite built-upon area permitted with this project must be directed into the
permitted stormwater control system.
2

State Stormwater Management Systems
Permit No. SW8 000938
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Horizon Park
Permit Number: SW8 000938
Location: New Hanover County
Applicant: Mr. Steve Niemeyer, Managing Member
Mailing Address: Bradley Pointe, LLC
1650 Military Cutoff Road, Suite 200
Wilmington, NC 28403
Application Date: December 21, 2000
Name of Receiving Stream/Index #: CFR/ Greenfield Lake / 18-76-1
Classification of Water Body: "C Sw"
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 7.5
Permanent Pool Elevation, FMSL: 14
Drainage Area, acres: 6.1
Total Impervious Surfaces, ft': 154,404
Buildings 49,620
Parking 76,063
Sidewalk 7,587
Offsite Area, f': First Street @21,134, per Engineer
Required Surface Area, ftz: 4,848
Provided Surface Area, ftz: 5,551
Required Storage Volume, ft': 14,721
Provided Storage Volume, ft': 30,894
Temporary Storage Elevation, FMSL: 18
Controlling Orifice: 1.5" (� pipe
3

State Stonnwater Management Systems
Pennit No. SW8 000938
II. SCHEDULE OF COMPLIANCE
1. 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.
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. 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.
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 not be allowed in the stormwater treatment system.
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.
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. A modification must be permitted prior to any construction.The following items will require a modification
to the permit. The Director may determine that other revisions to the project should 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.
10. 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.
4

• State Stormwater Management Systems
Permit No. S W 8 000938
11. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the
approved plans, prior to construction. If the proposed BUA exceeds the pemitted amount, a modification
to the permit must be submitted and approved prior to construction.
12. Prior to the sale of any portion of the property,an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements ofthe 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.
15. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
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
143-215.6A 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 permittee grants DENR Staff permission to enter the property 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.
Permit issued this the 30th day of January, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�rk.L Aad �
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000938
5

„ TE 00046 a
f :
.n v... v. .n
Date Received Fee Paid Permit Number
-Do U00%3AI
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):
Bradley Pointe LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Steve Niemeyer, managing member
3. Mailing Address for person listed in item 2 above:
1650 Military Cutoff Road. Suite 200
City: Wilmington State: NC Zip: 28403
Telephone Number: 910-256-1162
4. Project Name (subdivision, facility, or establishment name— should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Horizon Park
5. Location of Project (street address):
609 & 613 Shipyard Blvd.
City: Wilmington County: New Hanover
6. Directions to project(from nearest major intersection):
approx 10001f east from the intersection of SR 1101 and US Hwy 421
7. Latitude : N 340 12' 00” Longitude: W 770 55' 15" of project
8. Contact person who can answer questions about the project:
Name: Phillip Tripp Telephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU7101 Version 3.99 Pagel of 4

Sw8 000938
TE 00046
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 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.
stormwater detention pond
2. Stormwater runoff from this project drains to the Cane Fear River basin.
3. Total Project Area: 5.29 acres 4. Project Built Upon Area: 58.12 %.
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 Unnamed trib to Greenfield lake
Receiving Stream Class C-SW
Drainage Basin Area 265,662 sf
Existing Impervious * Area 0
Proposed Impervious * Area 154,404 sf
%Impervious* Area (total) 58.12%
In-
site Buildings 49,620 sf
site Streets Z4-,49 i
On-site Parking 76,063 sf
On-site Sidewalks 7,587 sf
Other on-site 0
Off-site I-sr- Sjyee -0- Z1 ,134 AO--
Total: E=154,404 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 SJ Oq &2,0 .
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 square feet ofany lot shall be covered by structures ofimpervious 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 ofthe permitted amount requires a state stormwater managementpermit moahficationprior
to construction.
S. All permitted runofffrom 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(910) 733-5083 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 Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items fisted 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.
A is Initials
• Original and one copy of the Stormwater Management Permit Application Form
• 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/management
• 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 Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wihnin on 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) Steve Niemeyer
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: `!;;� 4 ! /V� Date: y— ts-�—tee/
Form SWU-101 Version 3.99 Page 4 of 4

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938 MEMORY TX 9-7635631 0 P. 2i2
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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 Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G, Ross Jr., Secretary
FAX COVER SHEET
Date: CO t No. Pages:
To: Fr m: v� L
CO: 'fie � :. ��e., C D „J
if
FAX #: 7la 3Y I `) FAX . - -
REMARKS:
127 Cardinal Drive Extension,Wilmington,N.C.28405.3845 Telephone[phone] Pax(910)350-2004
An Equal opportunity Al irmative Aetlan Employer

TRII'P ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] FAX: [phone]
December 20, 2000 vA,
DEC 2 12000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Horizon Park
SW8 000938
City of Wilmington, NC
TE 00046
Dear Linda:
In response to your correspondence dated December 14, 2000, we offer the
following:
1. We have provided two sets of revised calculations.
2. We have provided two copies of the revised detail sheet.
3. We have provided a revised supplement form.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier
CDC:mvl
Enc.

12/18/00 Horizon Park 00046
CDC Stornwater Calculations
Drainage Area Impervious Area
s .R. acres Land Use .ft. acres
ro sed develo ment 265,662 6.10 Buildingarea 49,620 1.14
Total 265,662 6.10 Asphalt/Stone area 76,063 1.75
Concrete area 7,587 0.17
First Street 21,134 0.49
%impervious= 0.581 ITotal 1 154,404 3.54
= 58.1%
Use 59.0%
CPRE- 025
Stormwater Calculations: CPosr= (%imp.)(.95)+(1%imp.)(.25)
0.66
Time of Concentration: Iro= 6.30 in/hr
Hydraulic Length(L)= 1500 ft. 1�= 7.79 Ir/hr
change in Height(H)= 6.4 ft.
Tc = (L'/H)`1128 Flow for 50 year,6 hour Storm(00:
17.82 min. QPRE_ (CPRE)x(10 x(Area)
11.88 cfs
Flow for 10 year,6 hour Storm(Qla): OPosr= (CPosT)x(I5@ x(Area)
[_Qp� _ (CPRE)x(Iro)x(Area) = 31.36 cfs
= 9.61 cfs
QPosT= (CPOsr)x(110)x(Area) Soil Storage Capacity for 50 year Storm:
25.36 cfs CN= (98)(%imp.)+(60)(1-%imp.)
83
Soil Storage Capacity for 10 year Storm: P= 6.42 in. for 50 yr,6 hr storm
CN= (98)(%imp.)+(60)(1-%imp.) S= 1000/CN-10
83 = 2.05
P= 4.80 in. for 10 yr,6 hr storm Depth(D)= [P-(0.2)(S)]2/[P+(0.8)(S)]
S= 1000ICN-10 - 4.48 in.
2.05
Depth(D)= [P-(0.2)(S)]'/[P+(0.8)(S)j Time to Peak Flow:
2.99 in. TP= [(43.5)(D)(Area)j/QsoPosr
37.93 min.
Time to Peak Flow:
TP= [(43.5)(D)(Area)j/QtoFosr
31.32 min.
State Surface Area Requirement at normalpool:
Detention Pond Desicn: Pond side slopes= 3 :1
Depth below N.P.= 7.5 R.
Pond Size: SA/DA= 0.0186
Elevation Surface Area (Chart for 90%TSS Removal for Wet Detention
R. s .ft.) Pond without Vegetative Fiher
Normal Pool 14.00 5,551 Required SA= (SA/DA)x(Total Drainage Area)
State Flood Pool 18.00 9,896 - 4,941 sq.ft.
City Flood Pool 19.70 12,240
Top of Bank 22.00 15,412 State Volume Requirement for Storage of first 1•of runoff:
Bottom of Pool 6.50 567 JVol.= [(1/12)x(DA)x(%imp.)]+
1(1/12)x(DA)x(1-%imp.)x C]
Total Provided City Storage Volume: C= 0.2
Vol._ [(Normal pool SA+Flood Pool SA)/21 14,721 cu.R.
x(F.P.elev.-N.P.elev.)
50,704 cu.ft. Provided Storage Volume for State Re uirement:
State Vol.= 30,894 cu.ft.
CAy Storage Required for 10 year Storm: - City Storage Required for 50 year Storn:
TP= Vol./(1.39)(0P) TP= Vol./(1.39)(0P)
Vol.= (TP)(1.39)(QP)(60 sec.) Vol.= (Tp)(1.39)(0P)(60 sec.)
OP= Q10.POST-Q10.PRE OP= Q50.90aT-QM,PRE
15.75 cis = 19.48 cfs
Vol.= NAWI IR Vol.= 61,614 cu.R. '�1 j�]''�1 T`\�d��. .. Cl yq ry��i4 �� dJ A 9 dJ�1
oQ 4SSIO ,.4
si3ia DEC 2r:1.1000
CdyPOND % 'Oy'' FNGIN`k�`•'J 1 oft aw@ -
��''O„���/PfGREG�Q�``�\ PBOJ# Sw? COOg3F

12/18/00 Horizon Park 00046
CDC Stormwater Calculations
oreba :
Required Volume Provided Volume
Vol.= 20%of pond storage volume Bottom Pool SA= 752 sq.ft,
4,589 cu.ft. Normal Pool SA= ..2,252 s .ft.
Vol._ [(N.P.SA+F.P.SA)/2]x(F.P.el.-N.P.a].)
4,506 cu.ft.
depth= 3 ft.
Outlet Structure Desion:
Flow for 2-day drawdown: Flow for 5-day drawdown:
for 1st 1"of stormwater, for 1st i'of stormwater,
Q= Required State Vol.1172.800 sec.(2-days) Q= Required State Vol.1432.000 sac.(5days)
0.085 cfs 0.034 cfs
Required Area of Pipe for 2-day drawdown: Required Area of Pipe for 5-day drawdown:
A= Q/[Cd x SQRT(2 x g x h)] A= Q/[Cd x SQRT(2 x g x h)]
Cd= 0.6 Cd- 0.6
g= 32.2 ft./s2 g= 32.2 ft./s'
h= (F.P.elev:N.P.elev.)/2 h= (F.P,elev.-N.P.elev.)12
2 ft. = 2 It.
A= 0.0125 s .ft. A= 0.0050 scl.ft.
Diameter of Pipe for 2-day drawdown: Diameter of Pipe for 5-day drawdown:
DIA.= SQRT[(A x 4)/pi] DIA.= SQRT[(A x 4)/pi]
0,1262 ft. = 0.0798 ft.
1.51 in. - 0.96 in.
'USE 1.5"ORIFICE
Outlet Structure Check:
Using a N x 4'Basin,
Perimeter L = i6 ft.
Q= CIA
C= (%imp.)(.95)+(1-%imp.)(.25)
0.66
1= 6.30 in+for a 10 yr.Storm
A= 6.10 Acres
25.36 cfs
Q= Cwx L x H"
H= [Q/(CwxQj]
Cw= 3
0.65 ft.
Peak elevation= flood pool elevation+H
20.35 ft.
CityPOND 2 of 2

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* * * COMMUNICATION RESULT REPORT ( DEC. 14.2000 5:10P11 )
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653 MEMORY TX 9-7635631 OK P. 1/1
------------------------------------------------------------------------------- ---
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 Carolina
Department of Environment
and Natural Resources �.��1 •
Wilmington Regional Office
James B. an, Se Governor NCDENR
Bill Holman, Secretary
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
Wilmington Regional Office ENIIRONMENT AND NATURAL RESOURCES
FAX COVER SHEET
Date: December 14,2000 No, of Pages: 1
To: Charles Cazier From: Linda Lewis
Company: Tripp Engineering Water Quality Section - Stormwater
FAX #: [phone] FAX# [phone]
Phone #[phone]
DWQ Stormwater Project Number: SW8 000938
Project Name: Horizon Park
MESSAGE:
Charlie,
Please check the orifice sizing again. For a volume of 14.721 cubic feet,the 2 day flowrate would be 0.085 cfs,and
for a 5 day flowrate, it would be 0.034 cfs. The 0.75" orifice specified has a maximum flowrate of 0.021 cfs,which
will take over 8 days to draw down.

• ` State of North Carolina
Department of Environment
WA
and Natural Resources •
Wilmington Regional Office
.lames B. Hunt, Jr., Governor NCDENR
Bill Holman, Secretary
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Wilmington Regional Office
FAX COVER SHEET
Date: December 14, 2000 No. of Pages: l
To: Charles Cazier From: Linda Lewis
Company: Tripp Engineering Water Quality Section - Stormwater
FAX 9: 763-5631 FAX [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 000938
Project Name: Horizon Park
MESSAGE:
Charlie,
Please check the orifice sizing again. For a volume of 14,721 cubic feet,the 2 day flowrate would be 0.085 cfs, and
for a 5 day flowrate, it would be 0.034 cfs. The 0.75" orifice specified has a maximum flowrate of 0.021 cfs,which
will take over 8 days to draw down.
Please correct and submit new calculations, 2 copies of the detail sheet and a new page I of the supplement.
S:\WQS\STORM WAT\ADDINFO\000938.DEC
127 Cardinal Dr. Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10°/ post-consumer paper

TRwp ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] FAX: [phone]
November 14, 2000
NCDENR
NOV 1 4 21300
Division of Environmental Management BY:
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Horizon Park
SW8 000938
New Hanover County, NC
TE 00046
Dear Linda:
In response to your correspondence dated November 7, 2000, we offer the following:
1. We are currently working with a consultant to verify that no wetlands exist on site.
2. Runoff is now routed to the pond from First Street. Application and calculations
have been revised.
3. The detail now states that wetland species are to be planted on vegetated shelf.
4. Flow pattern has been modified by the use of treated baffles.
5. A dimensioned plan has been provided.
6. Swales have been provided to route off-site water around the site.
7. A highlighted plan has been provided.
8. New calculations and supplements have been provided.
9. The normal pool is a 14.0 and bottom is 11.0. The spillway from forebay to main
pool is 13.5'. This has always been calculated as 3' deep. New pond calculations
and supplements are provided.
10. The calculations, orifice and supplements have been revised.
11. Yes, Mr. Niemeyer is authorized to sign. His title is Member Manager of Bradley
Pointe, LLC.
Please review for approval and contact us with any questions or comments. Thank you.
Sincerely,
Tripp Engineering, P.C.
ch,-/46 Z),-- -
Charles D. Cazier, E.I.
CDC:dcb
Enc.

P. 1
COMMUNICATION RESULT REPORT ( NOV. 13.2000 11:58AM ) * * *
e , TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) PAGE
-------------------------------------------------------------------------- - 70 �
------863 MEMORY TX 97635631 P. 1/1
----------------------------------------------------------------------------------------------------
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 Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
.Tames B.1 hunt, Governor Bill Holman, Secretary
FAX COVER SHEET
Date: November 13, 2000 No, of Pages: I
To: Phil Tripp, P.P. From: Linda Lewis
Company: Tripp Engineering Water Quality Section - Stormwater
FAX #: [phone] FAX#: [phone]
Phone#: [phone]
DWQ Stormwater ProCrizonlPj�ark
Project Name: H
MESSAGE:
Dear Phil:
I spoke with Jeanette regarding the public street issue at the project. Our policy is that if the street
is to be constructed on property currently owned by the person proposing a project, and the street
is required to be constructed as a part of the project, and the right-of-way will be conveyed to the
City, then the street runoff must be treated in the proposed system.
If the street is being constructed by the City i,e., planning, financing, separate contractor, etc., on

State ofNorlh Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
James 11. Hunt, Governor Bill Holman, Secretary
FAX COVER SHEET
Date: November 13, 2000 No. of Pages: 1
To: Phil Tripp, P.E. Froin: Linda Lewis
Company: Tripp Engineering Water Quality Section - Stornrwater
FAX #: [phone] FAX #: [phone]
Phone#: [phone]
DWQ StorniNvater Project 4SW8 000938
Project Name: Horizon Park
MESSAGE:
Dear Phil:
I spoke with Jeanette regarding the public street issue at the project. Our policy is that if the street
is to be constructed on property currently owned by the person proposing a project, and the street
is required to be constructed as a part of the project, and the right-of-way will be conveyed to the
City, then the street runoff must be treated in the proposed system.
If the street is being constructed by the City i.e., planning: financing, separate contractor, etc., on
property already owned by the City, and it just happens to be under construction at the same time
as the other project, then the street runoff does not have to be treated in the proposed system.
cc: Pam Schooler, P.G., City of Wilmington
S:\WQS\STORM WAT\ADDINI"0\000938.NOV
127 Cardinal Drive Extension. Wilmington.NC 28405-3845'I'elephone(910)395-3900 FAX [phone]
An 13qual Opportunity Affirmative Action Employer

Re: Next Question
Subject: Re: Next Question
Date: Thu. 09 Nov 2000 09:12:59 -0500
From: Jeanette Powell <jeanette.powell a nemail.net>
Ot-ganiration: NC DBNR DWQ
To: I.,inda Lewis <Linda.Lewis a nemail.net>
Yes, for now I think we should stick with this policy. The city owned r./w
should be treated as treat DOT, so unless they have a CAMA Major I 'd stick
with the status quo.
Linda Lewis wrote:
> Dear Jeanette:
> I have another project where the City is requiring that, the developer
> build a city street in order to access the project. I know in the past,
> we have done different things with the road runoff. If the area where
> the street is to be built is already owned by the city, we haveallowed
> them to bypass treatment. If the street ROW is to be donated to the city
> after construction, we have usually made the developer account for the
> runoff in the proposed treatment system for the lot.
> Is this the policy we will continue to follow?
> Linda
.Jeanette Powell <icanctte.powell tt ncmail.ncP
NC Department of Environment &Natural Resources
Division of Water Quality
Slonnwater& General Pennits Unit
1 of 1 11/09/2000 10:30 AM

P. 1
* * * COMMUNICATION RESULT REPORT ( NOV. 7.2000 12:39PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
-------------------------------------------------------------------------------------------------- -
730 MEMORY TX 9-7635631 OK P. 1/1
----------------------------------------------------------------------------------------------------
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 Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
)amcs B.Hunt, Governor Bill I-Tolman, Secretary
FAX COVER SHEET
Date: November 7,2000 No. of Pages: 1
To: Phil Tripp,P.E. ram: Linda Leivis
Company: Tripp Engineering Ltir-Quality�Scction/StOrmwatcr
FAX #: [phone] FAX#: [phone]
Phone#: [phone]
DWQ Stormwater Project#SW8 000938
Project Name: Horizon Park -
M1SSAGE:
Phil:
I wrote you a letter requesting additional information forthis projecttoday, I forgot to mention one
thing- the Secretary of State's corporation listing has don Vincent at 5315 S. College Road as the
registered agent, not Steve Niemeyer. Please confirm that Mr. Niemeyer is able to sign this
application and that the mailing address is correct.

7 :y
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Oflicc
James 13. Hunt, Governor Bill Holman, Secretary
FAX COVER SHEET
Date: November 7, 2000 No. of Pages: I
To: Phil Tripp, P.E. From: Linda Lewis
Company: Tripp Engineering Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project 9SW8 000938
Project Name: Horizon Park
MESSAGE:
Phil:
1 wrote you a letter requesting additional information for this project today. I forgot to mention one
thine the Secretary of State's corporation listing has Jon Vincent at 5315 S. College Road as the
registered agent, not Steve Niemeyer. Please confirm that Mr. Niemeyer is able to sign this
application and that the mailing address is correct.
S:\WQS\S'I'OIZM WA'I'\ADDINFO\00093R-2.NOV
127 Cardinal Drivc Extension, Wilmington.NC 28405-3845 Telephone[phone] FAX [phone]
An Equal Opportunity Arlirmalive Action Finploycr

11 i1,(e of, \ol-111 Carolina
llcpartment of Ens ironment
and Natural Resources •AILT-ZAYWAWilmington Regional Office
�o
,lames B. Hunt„Jr., Governor NCDENR
RiII Holman, Sccrctal�'
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 7. 2000
Mr. Steve Nicmcver. Managing Member
Bradlcv Pointe. I,LC'
1650 Milital-N, Cutoff Road._ Suite 200
Wilmin',ton. NC: 28403
Subject: .ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project Net S1A18 0009i8
Horizon park
Ne" 1-lanover County
Dear Mr. Nicmever:
The Wilmington Regional Office received a StormwaterManagenlenl Permit .Application for Horizon park
on September 28. 2000. A preliminary review of that information has determined that the application is not
complete. the following information is needed 10 continue the stormwater review:
I . Delineate all wetlands on site, disturbed or undisturhed, or note on the plans that none exist.
2. } If First Street is proposed to be built as a part of this development, the runofffrom its built-upon area
Most he collected and treated. please revise the application as needed.
i. . Please specify the wetland species vegetation to be planted on the 6:1 shelf.
4. Provide a 1:1 L.:'A/ flow path ratio in the pond.
5. please provide a dimension plan with the sweet, parking, buildings, sidewalks, and permanent pool
dimensions shown.
6. There appears to be the possibility ofoffsitcrunoffCrom the westonto this project. please verify and
either provide a way for this runoff to bypass the system, or account for it at the Full build-out
potential.
7. please delineate the drainage area to the pond, including First Street and the other offsite area.
S. The torebay volume has been left blank on the supplement 'file calculations on page 2 appear to be
for another pond because the surface areas used are much larger than what this pond proposes.
9. The lorcbay volume is supposed to be as close to MIX, of the permanent pool volume as possible.
This forebav is only 2' deep ( bottom at I I and top of weir at 1 )). The volume provided within that
2' is only 1,597 cubic feet.
10. The 1 .5" orifice specified is too large. please check the orifice shin,, calculations. They, too,appun
to he for another pond,because the ilowratesfor the 2 and 5 day drawdowll are much too low. please
revise plans as needed and submit 2 copies.
127 Cardinal D,. Ext., wilrnin"tun, Norti, Carolina 28405 'rcicphonc 9111-395-3900 FAX 910-3n0--2004
An Equal Oppnruinitc Affirmative Action t:na pin vcr SII'%, recycled/I11'% poci-consumer paper

}
Mr. Niemeyer
November 7, 2000
Stormwater Project No. SW8 000931;
----------------------------------------------
Plcase note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to December 7, 2000, or the application will be returned as
incomplete. The return Of project will necessitate resubmittal of all required items, including the application fee.
I f you need additional time to submit the information, please mail or fax your request fora time extension
to the Division it the address and fax number at the bottom of this letter. The request must indicate the date by
Which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please refercnccthc State assigned project numberon all correspondence. Anv original documents that need
to be revised have been sent to the engineer or agent All original documents must be returned or new originals must
be provided. Copies are not acceptable. If YOU have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environ ncntal Engineer
RSS/arl:. S:\WQS\S'I'ORMWAT\ADDINFO\000938.NOV
cc: Linda Lewis
Phil Tripp, P.E.
127 Cardinal Dr. Ext.,)Vilmington. North Carolina 25405 Telephone [phone] FAX [phone]
An Elpml Opportunity Affirmative Action Emplover" 51M., recycled/10%, past-consumer papm-

Corporation Information htip://coip.secstate.state.nc.tis/cgi-bin/Iistbycotp.pl
'',DEPARTMENT OF THE SECRETARY OF STATE
CORPORATIONS
Data Current as of 02/01/00
Information for BRADLEY POINTE, LLC
Corporation Id: 0435670 Date of Corporation Aug 22 1997
Corporation Status: ACTIVE
_....-................---...--- —
Duration: DEC 2067 Category: Limitcd Liability Company
— — - -- - -- ---
State of Incorporation: NC
Country of Incorporation: UNITE;]) STATES
Registered Agent Information
Registered Agent Name: JON "T VINCENT
Address: 5315 S COLLE,GE, RD
City: WIL,MINGTON State: NC Zip: 28412
Filings
Return to exact name search
Krforn 01 �t nt rh
Notice: Information presented on this Web site is collected, maintained,and provided for the convenience of the
reader. While every effort is made to keep such infmrntalioo accurate and up-to-date, the Secretary of Stale does not
certify the authenticity of information herein that originates from third parlies. The Secretary of Slate shall totter oo
circwustanees be liable for any actions taken or omissions made from reliance on any information contained herein
from whatever source or airy other consequences from any such reliance.
I of 1 11/07/2000 10:18 AM

TRII'P ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] FAX: [phone]
September 28, 2000 71sy
EP 2 a 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive ^ '
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis V "�
i
Re: Horizon Park
New Hanover County, NC
TE 00046
Dear Linda:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) wet detention basin supplement, two
(2) sets of calculations and one check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
6VC
Monica V. Loughlin
MVL:dcb
Enc.

8 7 7
R06018-004-029-000
R06018-004-030-000
1`111S D1.1.1)w&s ravrvn)wrmuu1*=C rx"INKnoti. R06018-004-037-000
R06018-004-021-000
STATE OF NORTH CAROLINA Tax ID No.: R06018-004-022-001
COUNTY OF NEW HANOVER WARRANTYDEED
n THIS DEED, made this 29" day of August, 2000, by FRED J. MATT(also know as
Frederick J. Matt), MARRIED (see Prenuptial Agreement registered in Book 2453 at
Page 0213, New Hanover County Registry), of 4400 FALLS OF NEUSE ROAD, SUITE
203 RALEIGH, NC 27609, GRANTOR, to HORIZON PARK, LILC of 1650 MILITARY
CUTOFF ROAD, SUITE 200, WILMINGTON, NC 28403, GRANTEE.
WITNESSETH:
100191-)
That said Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has bargained and sold, and by these presents does grant.
bargain sell and convey unto the Grantee in fee simple, all that certain lot, tract, or parcel of
land situated in the County of NEW HANOVER and State of North Carolina, and more
particularly described as follows: .
SEE ATTACHED EXHIBIT A'
.TO HAVE AND TO HOLD the aforesaid lot, tract, pr parcel of land, and all
privileges and appurtenances thereto belonging to the said Grantee in fee simple; subject,
however, to the exceptions, reservations and conditions herein referred to.
And the Grantor covenants with the Grantee, that Grantor is serwil of said premises in
fee and has the right to convey in fee simple; that the title is marketable and free and clear of
all encumbrances; and that Grantor will warrant and defend the title against the lawful claims
i.. of all persons whomsoever except for the exceptions hereinafter stated. Title to the property
beremabove described is subject to the following exceptions: (a) subject to County and Local
Zoning Ordinances: (b) subject to standard easements for utilities; (c) restrictive covenants of
record, if any: (d) taxes for current year.
The designation Grantor and Gramme 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. c
Steven F. Siegel I IN WITNESS WHERECT, the said Grantor has hereunto set his hand and sczil, or if
corporate. has C2USed this instrument to be signed in its corporate name by its duly authorized
officers and its sea] to be hereunto affixed by authority of its Board of Directors, the day and
vear first abo%c written,
4E. 4.1c.'sp C ion K 05,31,1300
$1245.00 PREPARED BY RETURN TO
STEVEN F.SIEGEL i
STEVEN F SIEGEL -. 1.
P.'l [phone]
i!)10)256-2292
4J E-Cts
N-
r
4
6 4 8

YA6
' 799 OB18
31 PH 3 38
2000 AUG « (SEAL)
�dAt �It.rail - ✓ .''.
STATE OF NORTH CAROL INA
COUNTY OF NEW HANOVER
1, Steven F. Siegel a Notary Public of the County and State aforesaid, do hereby
certify that FRED J. MATT, personally came before me this day and acknowledged the
execution of the foregoing instrument.
Witness my panda �fficpt us 29"' ay of August 2000
5T%'It:N rP M tEL
NOTARY PUBLIC Nmari
$rate pl♦ort�Go^�r
My Commission Expires: (NotarialC z000
r.::.. `^� Cn �
q.
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
The foregoing cerufiate of - a Notary Public, is certified to be
...correct. This is the ''.':, day of .. 2000.1 .. -
REGISTER OF DEEDS FOR
NEW HANOVER COUNTY
B9
- Deputy/Assistant-Register of Deeds
STATE OF NORTH CAROLINA -
Nrn Hanm<r Cowy .... .
'('Thyye—FwsSvmy ate. i y
Seven F. Segel
n..o+c...r.. Nepq IYanrvi WEGc'v/m ccn�d
c..•o+ b le mnvi �.ry
V l.sry !iC.c Y'0
T10 VIC^ ..d1'Ot Sure 5 $e � r Dteds .
v.ro— rrr 28e�J -
q �
DeOoty.t5iseiQ�
f

BOOK - PACE -
EXHIBII "A". . . -
HOBBS SURVEYING COMPANY,INC. ? 7 9 9 0 a 7 9
7325 Wrigbt v1Ue Avenue,Suite 103,WUmingtmn,North Carolina 28403 -
OITke(910)256.0002. FAX[phone] BO
Legal Description for Fred Matt -
A 0.9a Acre Pared of(And Tract I
(Now or Formerly)Lnds of M 8t w Devdopen .
Lod 6 dk 7 of the Pedrew VPddamsoe SubdhMoa -
. . . . wtmdagto t Tow"WP,New Hanover Gouty,North Carotin■
.Behig ail that certain tract or Parcel of land lying and being located in Wilcdogton .
TowoaMP,New Hanover Courtly,North Caroiies and being boond on the Nmth by(now
or formerly)MCWO Limited Parmenttlp as recorded in deed book 2089,page 440. . .
Bound on the Bart by(crow or formerly)S4111yo11 R Ruth Denilnk as recorded In deed
book 1185,Page 168.Bored on the South by Sure Road 1101,Shipyad Boulevard(]30`.
d
Public R/W).Bon on the West by(vow or formerly)Jilea @ F)arf)d Hinson,Jr.as ,
moorded in deed book 2325.'page 331 and being mote -
_. _ .. tiJ'elamihed m follows:
C°mmandng Aim the Intersection oftbe Nonhem Rrghr of Way of 8hrpywd Boulevad
and the saran Right of way of U.S,Highway 421,Camlina Beach Road and tommg S
N*30'00-E 530.00'+/-to a new iron pipe in the Northam Right of way of Shipyard
Bode"ni.Said pipe being the xmmon part Pary corner with l0es Ahrtbn Himon Jr.
and being the place and Point of Des aalag.Thence leaving said Right of way and .
funning with the conmmogPmparty line with aid tiles a Martha Hiusov,Jr.NOV 24 . ..
245.40'to an existing iran pipe in the common property line with MCwo Limited
Pmtrxlship.The=TIMMa8 with raid common property line N We 09' 14"E 98.28'to a .
Point Thwoe nuatiog N 81"52'01"B 63.67'io an ads tlng iroo pipe in the eoarran .
p(vperty lime with Samyon dt Ruth Danihdc.Thence rtmQog with said common propaty. .
lira S 00°03'57"W 273.72'to A new 11011 pipe in tha Nonhem Right of way of.. .
Shipyard Boulevard.Thane Moving with said Right of Way N 88"30'00"W 150.00'to
the point of begirmimg containing 0.90 acres and being shown on a Bamdaty Survey for -
Bradley Pointe,LLC prepmed by Hobbs Surveying Comlmny,Inc.dated Jdy 20,2000 m,
which refitcam is hereby made fora more fill and accurate description. -
Together with all the temmatls,easemrnts,hmeditame=and eppetem, a ono the ..
same belonging or in anywise appertaining. .
' SFAL
1 �
�N� o
7�

y
EXHIBIT
[1088S SURVEYING COMPANY,INC
BOOK PACE
7225 Wrightsville Avenue,Srute 103,Wilmingtoo,North Coolie 28437 9 9 0 9 8 0
O.Tice(910)256-0002. FAX[phone]I89.,
Legs!Description for Fred Matt
Al.13 Acre Parcel of Land—Tract 2
(Now or Formerly)lAoM of M A W Developer
' Property Described la Deed Book 1297,Page 1999
Wilesiagton TowaahlN New Hanover Cmenty,North Carolina
Being all that certain tract or parcel of land Iymg and being tocated in Wilmington`
Township,New Hanover County,North Carolina and being bound on the North by(now
or formerly)Apostolic.Tabernacle Chinch as recorded in deed book 2028,Page 829 and
the Southern end of First Sheet(60'Public R/W).Bound on the East by(now or
formerly)Mariner Health,LLC as recorded in deed book 2248,page 126.Bound on the
South by(now or.formerly)Pitmade Care Corporation of NC as recorded in deed book
1355,page 1486.Bound on the West by(raw or formerly)MCWO Limited Partnership
as recorded in deed book 2089,page 440 and being more particularly described as
f00ows
Commencing from the Southeastern corner of Lot 33,Block 1,Revision of South
Wilminigmn Heights as recorded in map book 10,page l R lA bud running thence N 66°
01'WE 60.00't/-to a new iron pipe in the Eastem Rigbt of Wry of Ford Street Said ,
pipe being in the common property Inc with Mariner Health,LLC and bring the place
and Point of Beginning.Thence leaving said Bight of Way and running widr the ;`.
. ` coax an property line with said Mariner Health.LLC S 230 IT 25"E 241 41 to an
existing iron pipe in the common property line with Pumaek Care Corporation of NC
Thence tiuuring with mud common property line S 740 22'35 223'W 26 to.BMW)
pipe in the common property line with MCWO Limited Partnership.Thcrtce nmaittg vrrb
said common property Imes N 17°SS'S5"E 79.94'm a point.Thence mmniag N 26°33 -
55^W 144 03'to a new ima pipe in the common property line with Apostolic Talict -
Churcb.Thence naming with said common property lime N 660 01*35"E 215.87'to the
point of begimueg containing 1.13 acres and being shown on a Boundary Survey for
Bradley Pointe,LLC prepared by Hobbs Surveying Company,lot dated July 20,2000 to „
which reference is hereby made for a more fill and accurate description.
Subject to a 30'Access Faseroew inside subject property and along the Eastern property
line,said propetty lint being the common property line with Mariner Health,LLC,:.:
Together with a]I the tenements,casements,hereditaments and appur the - -
same belonging or in anywise appertaimng
BFJ1L
Id099 ' . .

h
EXHIBIT "A'
IIOBBS SURVEYING C0MANY,INC
PACE
2,799 0801
225 Wrightsville Avenue,Suite 103,Wilmington,North Carolim 28403
Office(910)2564)002,: FAX[phone]
` Legal Deseriptlon for Fred Matt - ..
A3.26 Acre Force!OfLnd—Tract3 _
(Now or Ferarerly)Lads of MC9 0 Uinied partnerabip _
.., , A portion of the property DecrThed in Deed Book 2089,Page 440
Whlmragton Towaskhp,New Haso►er County,North CaroH"
Being all that certain trail or parcel of land lymg and being located in Wihaiegmn
Township.Nov Hmmovea•Camay,North Carolmat and being bound on the North by(urea
or formerly)Apostolic Tabernacle Church as recorded in dead book 2028,page S29 and
the Soohem Right of Way of Hackiaglnam Avtme(40'Pubtc R/9V).Bound an the East
by(DOW or formerly)M&W Developers as recorded in dead book 1297,page 1999
Bound on the:South by(now or formerly)Pimade Care Corporation ofNC as recorded
In deed book 1355,page 1496 and by Semyon&Ruth Dmuluk as recorded is deed book '
. 1185,page 168 and by M&W Developers as recorded in deed book 1297.page 225 and
deed book 1280,page 1578 and by tiles&Martha Hinson,Jr.as recorded in dead book '.
2325.page 331.Bound on the West by(now or formerly)MCWO limited Partnership as .'., .
a „_ recorded m deed book 2089,page 440 and being more particularly described as follows;..:.,
r " Commenrieg from the Innrsechoo of the Soulbern 1Lght of Way ofBuckingham Avenue
(40'Public RAW)and the Western Right of Way of First Street(60'Public R/W)and
roaminrg thence with the Southern Right of Way of Buckingham Avenue S 660 16 55"W .`
297.00'+1-Io s new imon pipe in the common property live with Apostolic Tabernacle
Church and being the place and point of Begtaadng.Thence leaving said Right of Way
e end among with the said common property lice S 23"21' 11"E 103.35'tom existing
iron pipe Thence running.N 666 OT 28"E 140.55'to a raw iron pipe in the comawn
Property line with M&W Developers.Thence running with said narmmm property lift '`
26"33'SS"E 144.03',to a point Thence rraming S 17"53'55"W 79.84'to a new son ;
Pipe in the common property line with Pirmscle Care Corporation of NC Thence running
with said common property line S 170 55'55"W 80.07'm an existing iron pipe.Theme
rumoring S 10"OF 03"E 259.79'to an existing iron pipe in the common property line
With Samyan&Ruth DAM&Thence tm®tg with said common property line S 69,as,
55"W 9.4l'to m existing lion pipe in the common property line with M&W .
Developers.Thence runrung with said common property Hue S 81"52'Ol"W 65 6T to
a point-Thence ruarting S 80"09' 14"W 88.28'to an existing iron pipe in the cammm
property hoc with files&Martha Ffivsan,Jr.There rmmiag witb said common property,
line S 800 3 F 33"W 38.00'to a new iron pipe.Thence leaving said common properly , : .::....
line and creating a new line N 150 54'44"W 470.46'to a new iron pipe in the Somhem
property line of l.ot 20,Block 1,Revision of South Wilmington Heights.Thence riming
N 230 17'47"w 103.98'to a new ima pipe or the Southern Right of Way of ..

Y: BOOK PACE
' 799 0982
EXHIBIT "A
.• 13uokingham Avenue.Thence runruig with odd Soutbetu Right of Way N 660 16 SS E
IJ 1.29'to the Poi`t ofbeglnahtg aad being a portw of the properly described m deed
book 2089,Page 440 and comelaiag 3.26 scree and being shown on s 1301"Mdary Survey
for*"SY Pointe,LLC.prelwed by Hobbs Swwylog CoMpeny.hx.dated July 20
20:W to vvhioh mferenm is hereby mode far a more full and amaate dmcripfia
Together with sU the tenements easements,hereditamenh aad epputteosom unto the
W . '.
same belonging or in anywise appermng
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