SW8070741_HISTORICAL FILE_20070904 (2)

' STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0707 4
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2007 09 0+
YYYYMMDD

■ QW --I
Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 4, 2007
Jackson L. Conner, President
Con Investments II, Inc
Post Office Box 1838
Morehead City, NC 28557
Subject: Stormwater Permit No. SW8 070741
Newport Shopping Center
High Density Project
Carteret County
Dear Mr. Conner
Coleco 11. Sullins Director
Division of Water Qualiry
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Newport Shopping Center on August 22, 2007. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 070741
dated September 4, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 4, 2017, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
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 Rhonda Hall, or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rbh: S:\WQS\STORMWATER\PERMIT\070741.sep07
cc: Brad McMannen, Stroud Engineering, P.A.
Carteret County Building Inspections
Rhonda Hall
Wilmington Regional Office
Central Files
N'o�y tCarolina
watura//Y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NO 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: wwlv.ncwatereuxlitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50 % Recycledl10 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070741
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
Jackson L. Conner, Con Investments ll, Inc
Newport Shopping Center
Carteret County
FOR THE
construction, operation and maintenance of two wet detention ponds 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 September 4, 2017, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. Pond 1 is designed to
handle the runoff from 59,730 square feet of impervious area and Pond 2 is
designed to handle the runoff from 72,048 square feet of impervious area. The
wet detention basins must be operated with a 30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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 8

State Stormwater Management Systems
Permit No. SW8 070741
6. The
following design criteria have been provided in the two wet
detention ponds
and
must be maintained at design condition:
Basin 1
Basin 2
a.
Drainage Area, acres:
1.78
1.93
Onsite, ft2:
77,765
84,255
None
None
b.
Total Impervious Surfaces, ft2:
59,730
72,048
C.
Design Storm, inches:
1
1
d.
Pond Depth, feet:
7
8
(Average Depth 3 ft)
(Average Depth 3 it)
e.
TSS removal efficiency:
85%
85%
f.
Permanent Pool Elevation, FMSL:
18.0
18.0
g.
Permanent Pool Surface Area, ft2:
8,459
8,367
h.
Permitted Storage Volume, ft3:
9,099
8,958
i.
Temporary Storage Elevation, FMSL:
19.0
19.0
j.
Controlling Orifice:
1.25"0 pipe
1.25"0 pipe
k.
Permitted Forebay Volume, ft3:
5,125
5,551
I.
Fountain Horsepower, HP:
1/8
1/8
m.
Receiving Stream/River Basin:
Newport River/White
Oak
n.
Stream Index Number:
WOK03 21+1)
o.
Classification of Water Body:
C
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 time 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
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 070741
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 re -vegetation 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.
q. 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.
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 the ponds associated with this
facility is as follows:
Maximum Fountain Horsepower
Pond Number
Maximum Horsepower
1
1/8 horsepower
2
1/8 horsepower
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 070741
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. Project 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 project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
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.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 070741
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
7. 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 project 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 4th day of September, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 070741
Newport Shopping Center
Stormwater Permit No. SW8 070741
Carteret County
Designer's 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 project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 070741
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
Carteret County Building Inspections

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):
CON Investments II, Inc
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Jackson L. Conner
3. Mailing Address for person listed in item 2 above:
PO Box 1838
City: Morehead City State: NC Zip: 28557
Telephone Number: ( 252 ) 240-2124
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Newport Shopping Center
5. Location of Project (street address):
Hwy70
City Newport Coomv. CARTERET
6. Directions to project (from nearest major intersection):
Corner of Hwv 70 and Nine Foot Road
7. Latitude: N 34A 47' 32" Longitude: W 76A 52' 42" of project
8. Contact person who can answer questions about the project:
Name: RONALD D. CULLIPHER, P.E. Telephone Number: ( 252 ) 247-7479
H. PERMIT INFORMATION:
1. Specify whether project is (check one): ✓ New Renewal Modification
Form SWU-101 Version 3.99 Page I of

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 ✓ High Density Redevelop _General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major ✓ Sedimentation/Erosion Control _404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
I. In the space provided below, summarize how storrnwater will be treated. Also attach a detailed narrative
(one to two pages) describing storrnwater management for the project .
All stormwater will be treated by a detention pond with overflow being directed to nearby drainage system.
2. Stormwater runoff from this project drains to the While Oak
3. Total Project Area: 3.76 acres
5. How many drainage areas does the project have? 2
River basin.
4. Project Built Upon Area.: 76.67
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area l
Drainage Area 2
Receiving Stream Name
No-Rjpur V4 Y'_o r
Ne44-Rover N ? r�
Receiving Stream Class
SG L
S& C-1—
Drainage Area
77,765 SF
84,255 SF
Existing Impervious* Area
0 SF
0 SF
Proposed Impervious"Area
59,731 SF
72,048 SF
% Impervious* Area (total)
76.81 %
85.51 %
Impervious` Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
9,226 SF
17,236 SF
On -site Streets
On -site Parking
46,513 SF
51,565 SF
On -site Sidewalks
3,991 SF
3,247 SF
Other on -site
Off -site
Total: 59,730 SF
Total: 72,048 SF
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

7. How was the off -site impervious area listed above derived? NIA
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 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 priorto
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed In a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
13MP 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 Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Storrnwater Management Permit Application Form _�,CIC..
• One, copy of the applicable Supplement Form(s) for each BMPL
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management ?FIX
• Two copies of plans and specifications, including: G _
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSI2 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 thatnone exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL ACENT 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): Stroud Engineering, P.A.
Mailing Address: 151-A Hwy 24
City: Morehead City State: NC Zip: 28557
Phone: ( 252 ) 247-7479 Fax: ( 252 ) 247-4098
Vill. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, itern 2) Jackson L. Conner
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 21-1.1000. /I /
eon
Date:_�/ 7/� 7
ForInSWU-101 Version3.99 Page 4of4

RE: Newport Shopping Center SW application
Subject: RE: Newport Shopping Center SW application
From: "Brad McMannen" <[e-mail]>
Date: Wed, 22 Aug 2007 14:35:34 -0400
To: "Cameron Weaver" <[e-mail]>
Cameron,
Here are the applications for Newport Shopping Center with the revised
1.25" orifice.
Also, I got your message regarding the fee for Newport Food Lion. In
our meeting I thought we had discussed that there would be no fee, that
the only thing we were showing on the Newport plans was the easement for
one of the Newport Shopping Center ponds. No stormwater changes were
being made.
Thanks,
Brad McMannen
Stroud Engineering P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone] Office
[phone] Fax
-----Original Message -----
From: Cameron Weaver[mailto:Cameron.Weaver®ncmail.net]
Sent: Wednesday, August 22, 2007 1:31 PM
To: Brad McMannen
Cc: rhonda hall
Subject: Newport Shopping Center SW application
Hi Brad.
Rhonda looked at this file and needs you to fix the 'diameter of
orifice' under 'other parameters' on the Wet Detention Supplements.
Both of these values should be 1.25 rather than 1.5. If you can send in
pdf copies of this in reply to this message, I will be able to give them
to Rhonda for her to continue processing the permit.
Let me know if there are any questions.
Cameron
Cameron Weaver
1-Stop Permit Coordinator / Express Permitting
DENR Customer Service Center - WIRO
910-796-7427 (F) (910-350-2004
-._._..-----._....___.._..__._._.---`------------------------
Content -Description: sw102.pdf
�Isw102.pdf Content -Type: application/octet-stream;
Content -Encoding: base64
i
1 of 1 8/22/2007 2:39 PM

State Stormwater Permit Application Trackinm Cover Sheet
Wilmington Regional Office
Project Name: NEWPORT SHOPPING CENTER
Project Category: NEW
Project Type: HD - DETENTION POND
App Accept Date: 7/9/2007
Application Fee Amt: $ gV00
Fee Check Number: (!;qg
Reviewer Name: HALL, RHONDA
Record the followine information from BIMS after protect has been entered!
Permit Number (BIMS)r f I08676-7 (
Please update the SW Access System by entering the Permit Number for the protect!
Date Entered in Access: 0
Entered in Access By: i tIPI ✓L qu(4
Date Printed: 8/30/200712:42:07 PM

TIP
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weaver a ncmail.rl along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name day Conner
Company CON Investments II, Inc —
Address PO Box 1838 City/State Morehead City, N.C. Zip 28557 County Carteret
Phone [phone] Fax na Email na
PROJECT Name Newport Shopping Center
PROJECT SYSTEM(S) TRIBUTARY TO Newport River (STREAM NAME) White Oak RIVER BASIN
Company
rinq. P.A.
Address 151 A Hwy 24 CityIbtE
Phnna 252-247-7479 Fax [phone]
Morehead Cltv, N.CoZiD 28557
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; _# of stream calls; Stream
.com
W✓ STORMWATER ❑ Low Density © High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
------------ -- ------------ ------ ----------------- ----------------9❑ ----------------
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
✓Q LAND QUALITY ❑✓ Erosion and Sedimentation Control Plan with -a acres to be disturbed.
-- - -- - - - --------------------------------------------------------
WETLANDS (401) Wetlands on Property ❑ Yes ✓❑ No Isolated Wetlands on Property ❑ yes 0 No
Check all that apply 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 USACE Des ❑No
401 Application required ❑Yes ❑ No If Yos, ❑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 $
AM Total Fee Amount $

Narrative
Erosion and Sedimentation Control Plan
Stormwater Management Plan
Newport Shopping Center
June 20, 2007
Owner:
Jay Conner
CON Investments I1, Inc
PO Box 1838
Morehead City, NC 28557
[phone]
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
[phone]
A. Description of Project
The Newport Shopping Center is a proposed project located on Hwy 70 in Newport. The project
will consist of an additional shopping center located adjacent to the Coves @ Newport and The
Newport Food Lion.
Stormwater for this subdivision will be treated by two proposed wet -detention ponds behind the
site. The pond overflow discharges to an unnamed tributary to the Newport River, a class SC water
body.
B. Soil Types
Soil types, according to the Carteret County soil maps, are as follow:
The project site: KuB Kureb Sand, Mn Mandarin Sand, Ln Leon Sand
C. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional erosion
and sedimentation control measures are needed, they shall be installed immediately. It is intended
that all grading and excavation activities within a certain area will be protected as soon as that
activity is completed.
I. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on plans
or as deemed necessary by the engineer to insure that off -site sedimentation is controlled.
2. Seeding — All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce transport of
sediment off site.
Maintenance Plan
All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week. Repairs

required shall be completed immediately to the dimension and functions indicated on the
plans.
2. Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet deep
at the fence. The fence shall be replaced or repaired as necessary to maintain a barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 15 days of disturbance.
Disturbed areas shall be fertilized, reseeded and mulched as necessary according to the
Contract documents to establish and maintain a dense vegetative cover.
Construction Sequence
I. Clear and grub site.
2. Install stone construction entrance.
3. Install silt fencing as shown on plans, within areas of construction. Construct stormwater
collection system; utilize as sediment storage.
4. Rough grade site; seed all areas that are brought to final grade.
5. Install utilities.
6. Begin building construction.
7. Install curb and gutter and place CABC
8. Pave parking area and drives.
9. Perform final seeding and mulching.
D. Design Assumptions
I. Design stonn is ten years.
2. The rational method was used for the design.
E. Coastal Stormwater Regulations
The North Carolina Division of Environmental Management implemented coastal stormwater
regulations in coastal counties on January I, 1988. These regulations are, detailed in 15 NCAC
21-1.1000 Stormwater Management. These rules allow for a development to be considered under
various options. This project is submitted for approval consideration under Section .1003(d)(2)
high density projects.

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STROUD ENGINEERING, P.A.
Hestron Plaza Two
151A Hwy. 24
Morehead City, NC 28557
[phone]
To _ ABC AFW2- L4tid Qgwt7l
- I.lanf(_ op-byevyit-
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LLLECITVIEn OLI 4 v A M nni0VVM1L
DATE
3-19- 1
JOB NO.
Prn IOENO-
ATTENTION
cayol ill2Y
RE:
eLjark SYIu to
Cr
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
G22k IQY�S
I
c hoc - # /20 o.
e2
f"5 an (2.es Y1s�bili�
Z
_rr\rSrz�
Ocf& Skep,,L 4 4yr4„ Vle-
L e-4- o r
THESE ARE TRANSMITTED as checked below:
V
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO ,
SIGNED:�/—L� 4d— :)�nL)a 44 41
If enclosures are not as noted, kindly notify us at once.

Pond #1
PROJECT NAME: NEWPORT SHOPPING CENTER
PROJECT NUMBER: PM 1050-1
�e�1
+, ORTFJP1°°
°1°°
SHEET NUNBER / of /0
CALCULATED BY: B. MCMAN�NEE`-N���%/
���' N C7 t,�
F�..`^e'9�5�
,QPp
APPROVED BY:
. 2 .
J
s•�'•�'
STORMWATER DETENTION POND DESIGN
"
DRAINAGE AREA
77,765 SF
DRAINAGE TO SC WATERS =
1.0 INCH
(NEWPORT RIVER - THE NARROWS)
IMPERVIOUS AREA
EXISTING =
0
BUILDINGS =
9,226 SF
PARKING =
46,513
SIDEWALKS=
3,991 SF
TOTAL = 59,731 SF
% IMPERVIOUS = 76.81%
80.00% (USE FOR DESIGN)
USE A 3.0' AVERAGE DEPTH POND WITH 85% TSS REMOVAL (SEE SA/DA CHART)
SA/DA = 6.80%
MIN. REO'D SA @ PERMANENT
POOL = 5288 SF SAREo o = (SA/DA)(DRAINAGE AREA)
SA PROVIDED = 8459 SF
MIN. REO'D VOLUME
Rv = 0.05 + 0.009(%IMP)= 0.77
VOLUME REO'D = 4990 CF VOLREo•o = (1"/12")(RV)(DRAINAGE AREA)
VOLUME PROVIDED = 9099 CF

Pond #1
DA-1
DA-2
DA-3
PIPE-1
PIPE-2
PIPE-3
PIPE-4
PROJECT NAME: NEWPORT SHOPPING CENTER
PROJECT NUMBER: PM 1050-1
SHEET NUNBER L of )O
CALCULATED BY: B/��1 CMANN,EN,/
APPROVEDBY: fK /7°,L��YY�/'.
STORMDRAIN PIPE SIZING
AREA(SF)
AREA(AC)
C
1
Q10
32465
0.75
0.77
7.23
4.15
21605
0.50
0.93
7.23
3.35
23695
0.54
0.91
7.23
3.58
Q CFS)
PIPE
PROPOSED
% SLOPE
Q PROPOSED PIPE
FLOWING FULL (CFS)
4.15
18" RCP
0.20%
5.05
7.49
24" RCP
0.20%
10.88
11.08
24" RCP
0,27%
12.64
11.08
24" RCP
0.30%
13.33

Pond #1 PROJECT NAME: NEWPORT SHOPPING CENTER a�
PROJECT NUMBER: PM 1050-1 a^
SHEET NUNBER i of �� d
CALCULATED BY: B. CMANNEN e
APPROVED BY:
PERMANENT POOL VOLUME (method per DWQ)
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
18.00
Permanent pool
8459
6539
1.67
10921
16.33
Shelf
4620
2364
5.33
12600
11.00
Bottom
108
Total Vol.
23521
FOREBAY VOLUME
Elevation
Section
SA SF
Avg. SA
I Ht.(FT)
Vol. CF
18.00
Permanent pool
2099
1281
4.00
5125
14.00
Bottom
1 464
Total Vol.
5125
Forebay % of Permanent Pool Volume = 21.79%
MAIN RASIN VOLIIME
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
18.00
Permanent pool
6180
4690
1.00
4690
17.00
Shelf
3201
1633
6.00
9798
11.00
Bottom
65
Total Vol.
14488
Storage volume required 4990 CF
Elevation
Section
SA SF
Av . SA I
Ht. FT
Vol. CF
18.00
Permanent pool
8459
9099
1.00t9009999
19.00
Storage Pool
9739
oalVo
14ttttt44411 t7CCCCCi�
o�i H C,
a .
R" `16'.``v'
ir7 �. v
(L

Pond #1
PROJECT NAME: NEWPORT SHOPPING CENTER
PROJECT NUMBER: PM 1050-1
SHEET NUNBER N of /0
CALCULATED BY: BA. CIVIANNNEE,N�,,/��
APPROVED BY:
SEDIMENT TRAP (PROPOSED POND DURING CONSTRUCTION)
SED.
SED.
STORAGE
TRAP
DRAINAGE
DRAINAGE
STORAGE
PROVIDED
AREA (SF)
AREA (AC)
REQ-D (CF)
IN POND
CF
1
77765
1.79
6427
19613
RIPRAP OUTLET PROTECTION
OVERFLOW DEVICE
L=Q o/CwH312
(FOREBA I+MAIN BASIN)
Q10= 11.08
Cw = 3.0 (BROAD CRESTED WEIR)
H = 1.00
L = 3.69 4 FT MINIMUM WEIR LENGTH
�tli CAR
�•oFess/o ,29"9
SEAL r.'
133A
,, 11 /.�.L a i ,,•
0.

Pond #1 PROJECT NAME: NEWPORT SHOPPING CENTER
PROJECT NUMBER:
PM 1050-1
SHEET NUNBER s
CALCULATED BY: .
APPROVED BY:
of ID
MCMANNEN
^�I
ORIFICE SIZING
z} SEAL r:
t'
- =,3
1Z
orifice dia.=
1.25 in.
orifice area=
0.0085 sf orifice eqn. =
Q=CDA(2gh)^1rz
°0°;�
time increment
120 minutes
Q. C1 �.,.•'
storage volume=
4990 ft^3 (required V)
overflow el.=
19
perm. pool el.=
18
Time
Cumulative Cumulative Volume Height Flow
Volume Volume
Increment
Time Time Initial Out
Out Remaining
fminutesl
Iminutesl Ihoursl Ift^31 Ifeetl fcfsl
Icfl Ift^31
0
0
4990.00
1.00
0.0410
0.00
4990.00
120
120
2
4990,00
1.00
0.0410
295.29
4694.71
120
240
4
4694.71
0.94
0.039E
286.42
4408.28
120
360
6
4408,28
oBB
0.0385
277.55
4130.74
120
480
8
4130.74
0.83
0.0373
268.67
3862.07
120
600
10
3862.07
0.77
0.0361
259.78
3602.28
120
720
12
3602.28
0.72
0.0348
250.90
3351.39
120
840
14
3351.39
0.67
0.0336
242.00
3109.39
120
960
16
3109.39
0.62
0.0324
233.10
2876.29
120
1080
18
2876.29
0.58
0.0311
224.19
2652.10
120
1200
20
2652.10
0.53
0.0299
215.28
2436,82
120
1 1320
22
1 2436.82
0 49
1 0.0287
1 206.36
2230.46
120
1440
24
2230.46
045
1 0.0274
197.42
2033.04
120
1560
26
2033.04
041
0.0262
188.48
1844.55
120
1680
2B
1844.55
0.37
0.0249
179.54
1665.02
120
1800
30
1665.02
0.33
0.0237
170.57
1494.44
120
1920
32
1494.44
0.30
0.0224
161.60
1332.84
120
2040
34
1332.84
0.27
0.0212
152,61
1180.23
120
2160
36
1180.23
0.24
0.0199
143.61
1036.62
120
22B0
38
1036.62
0.21
0.0187
134.59
902.03
120
2400
40
902.03
0.18
0.0174
125.55
776.48
120
2520
42
773.48
0.16
0.0162
11848
660.00
120
2640
44
660.00
0.13
0.0149
107.39
552.60
120
1 2760
46
1 552.60
0.11
0.0136
1 98.27
454.34
120
2880
48
454.34
0.09
0.0124
t 89.10
365.23
120
3000
50
365.23
0.07
0.0111
79.89
285.34
120
3120
52
285.34
0.06
0.0098
70,61
214.73
120
3240
54
214.73
0.04
0.0085
61.26
153.47
120
3360
56
153.47
0.03
0.0072
51.79
101.69
120
3480
58
101.69
0.02
0.0059
42.15
59.53
120
3600
60
59.53
0.01
0.0045
32.25
27.28
120
3720
62
27.28
0.01
0.0030
21.83
5.45
120
3840
64
5.45
0.00
0.0014
9.76
-4.31
3.42 DAYS

Pond #2
PROJECT NAME: NEWPORT SHOPPING CENTER
ppppSCCpv;Py
PROJECT NUMBER: PM 1050-1
0p4p CAR°r F
SHEET NUNBER of (0
o
�o•�•(N,,,,,, �C
CALCULATED BY: B. MCMANNEN
n� IFS010 . y +�
APPROVED BY:
REAL'
fi """3
IJ7,
J`,.�,py �• •'
STORMWATER DETENTION POND DESIGN
,�'(7iI'+;<
0
DRAINAGE AREA
84,255 SF
DRAINAGE TO SC WATERS =
1.0 INCH
(NEWPORT RIVER - THE NARROWS)
IMPERVIOUS AREA
EXISTING =
0
BUILDINGS =
17,236 SF
PARKING =
51,565
SIDEWALKS =
3,247 SF
TOTAL =
72,047 SF
% IMPERVIOUS = 85.51%
87.00% (USE FOR DESIGN)
USE A 3.0' AVERAGE DEPTH POND WITH 85% TSS REMOVAL (SEE SA/DA CHART)
SA/DA= 7.29%
MIN. REQ'D SA @ PERMANENT
POOL = 6142 SF SAREo•o = (SA/DA)(DRAINAGE AREA)
SA PROVIDED = 8367 SF
MIN. REQ'D VOLUME
Rv = 0.05 + 0.009(%IMP)= 0.83
VOLUME REO'D = 5849 CF VOLRMT = (1"/12")(Rv)(DRAINAGE AREA)
VOLUME PROVIDED = 8958 CF

Pond #2
DA-4
DA-5
DA-6
DA-7
DA-8
DA-9
PROJECT NAME: NEWPORT SHOPPING CENTER
PROJECT NUMBER: PM 1050-1
SHEET NUNBER 1 of 10
CALCULATED BY: B. MCMMA�sNNNEEN�
APPROVED BY:
STORMDRAIN PIPE SIZING
DRAINAGE
AREA (SF)
DRAINAGE
AREA (AC)
C
I
Q10
43464
1.00
0.86
7.23
6.20
4031
0.09
1.00
7.23
0.67
2393
0.05
0.87
7.23
0.35
4020
0.09
1.00
7.23
0.67
4828
0.11
0.78
7.23
0.62
25519
0.59
0.91
7.23
3.83
PIPE-5
PIPE-6
PIPE-7
PIPE-8
PIPE•9
PIPE-10
(2) OUTLET PIPES
Q ICES)
PIPE
PROPOSED
% SLOPE
Q PROPOSED PIPE
FLOWING FULL CFS)
3.83
18" RCP
0.27%
5.46
0.67
12" RCP
0.59%
8.07
5.12
18" RCP
0.27%
11.75
6.20
18" RCP
0.40%
6.64
11.67
24" RCP
1.00%
3.56
12.34
24" RCP
0.20%
10.12
11.71
24" RCP
0.35%
14.40

Pond d2 PROJECT NAME; NEWPORT SHOPPING CENTER m1011
PROJECT NUMBER: PM 1050-1
SHEET NUNBER of (D 4,
CALCULATED BY: B. MCMANNNENN,,•/
APPROVED BY: 62
PERMANENT POOL VOLUME (method per DWO)
Elevation
Section
SA SF
Av . SA
Ht. FT
Vol. CF
18.00
Permanent pool
8367
6285
2.00
12570
16.00
Shelf
4203
2189
6.00
13137
10.00
Bottom
176
Total Vol.
25706
FORF13AY VOLUME
Elevation
Section
SA SF
Avg. SA I
Ht. FT
Vol. CF
18.00
Permanent ool
2330
1388
4.00
5551
14.00
Bottom
1 445
Total Vol.
5551
Forebay % of Permanent Pool Volume = 21.59%
MAIN BASIN VOLUME
Elevation
Section
SA SF
Avg. SA
Ht. FT
Vol. CF
18.00
Permanent pool
5806
4175
2.00
8350
16.00
Shelf
2544
1272
6.00
7634
10.00
Bottom
0
Total Vol.
15984
Storage volume required 5849 CF
Elevation
Section
SA SF
Avg. SA
Ht. FT
V01. CF
18.00
Permanent pool
8367
8958
1.00
8958
19.00
Storage Pool
9550
Total Vol.
8958
as:r ti•, 0 P,'i
r!!!!B F'i ABA46

Pond #2
c'�•�,�Ft`Cti' �,,
PROJECT NAME: NEWPORT SHOPPING CENTER
""" - v
"'
PROJECT NUMBER: PM 1050-1
t
k
SHEET NUNBER of 10
CALCULATED BY: B. MCMANNEN��f�/��� z¢ ,�
/lu, ��� p /s ��s✓y
APPROVED BY:07
v/� /
.,f
SEDIMENT TRAP (PROPOSED POND DURING CONSTRUCTION)
t!eSBateg„y"0
SED.
DRAINAGE
DRAINAGE
SED.
STORAGE
TRAP
AREA (SF)
AREA (AC)
STORAGE
PROVIDED
REQ'D (CF)
IN POND
CF
1
84225
1.93
6961
21535
RIPRAP OUTLET PROTECTION
OVERFLOW DEVICE
L=Q o/C,H"2
(FOREBAY + MAIN BASIN)
Qm = 12.34
Cw 3.0 (BROAD CRESTED WEIR)
H = 1.00
L = 4.11 5 FT MINIMUM WEIR LENGTH

Pond #2
PROJECT NAME: NEWPORT SHOPPING CENTER
PROJECT NUMBER: PM 1050-1
SHEET NUNBER It) of )D
CALCULATED BY: B. MCMANNEN
APPROVED BY: /� n�
G >(��0!�•'"(
C/1U�-r
••..SS •O��'L y
ipy9 9•
ORIFICE SIZING
•;Q�FE.
orificedia.=
1.25 in.
orifice area=
0.0085 sf
orifice eqn. = Q=CcA(2gh)Al2
%��'; Fh w�•
��,Q;'
ei111)
time increment
120 minutes
D. C�A'�'.•,
/�/4//11,01114
storage volume=
5849 flA3 (required 1")
overflow el.=
19
perm. pool el.=
18
Time
Cumulative Cumulative Volume
Height Flow Volume Volume
Increment
Time Time Initial
Out Out Remaining
(minutes)
Iminutes) (hours) (ftA3)
(feet) (cfs) (cf) (ftA31
0
0
5849.00
1.00
0.0410
0.00
5849.00
120
120
2
5849.00
1.00
0.0410
295.29
5553.71
120
240
4
5553.71
0.95
0.0400
287.74
5265.96
120
360
6
5265,96
0.90
0.0389
280.19
4985.77
120
480
8
4985.77
0.85
0.0379
272.63
4713.14
120
600
10
4713.14
0,81
0.0368
265.07
4448.07
120
720
12
4448,07
0.76
0.0358
257.51
4190.55
120
840
14
4190.55
0.72
0.0347
249.95
3940.61
120
960
16
3940.61
0.67
0.0337
242.38
369B.23
120
1080
18
3698.23
0.63
0.0326
234.81
3463.42
120
1200
20
3463,42
0.59
0.0316
227.23
3236.19
120
1 1320
22
1 3236.19
0.55
1 00305
1 219.65
3016,54
120
1440
24
3016,54
0.52
0.0295
212.06
2804.48
120
1560
26
2804A8
0.48
0.0284
204.47
2600.00
120
1680
28
2600.00
0.44
0.0273
196.88
2403.12
120
1800
30
2403.12
0.41
0.0263
189.28
2213,84
120
1920
32
2213.84
0.38
0.0252
181.67
2032.17
120
2040
34
2032.17
0.35
0.0242
174.06
1856.12
120
2160
36
1858.12
0.32
0.0231
166.44
1691.68
120
2280
38
1691,68
0.29
0.0221
158.81
1532.87
120
2400
40
1532.87
0.26
0.0210
151.17
1381.70
120
2520
42
1381.70
0.24
0.0199
143.52
1238.18
120
2640
44
1238.18
0.21
0.0189
135.86
1102.31
120
2760
46
1102.31
0.19
0.0178
128.19
974.12
120
2880
48
974.12
0.17
0.0167
120.51
853,61
120
3000
50
853.61
0.15
0.0157
112.81
740.80
120
3120
52
740.60
0.13
0.0146
105.09
635.71
120
3240
54
635.71
0.11
0.0135
97.35
538.36
120
3360
56
538.36
0.09
0.0124
89.59
44677
120
3480
58
448.77
0.08
0.0114
81.79
366.98
120
3600
60
366.98
0.06
0.0103
73.97
293.01
120
3720
62
293.01
0.05
0.0092
66.09
226.92
120
3840
64
226.92
0.04
0.0081
58.16
168.76
120
3960
66
168.76
0.03
0.0070
50.16
118.60
120
4080
68
118,60
0.02
0.0058
42.05
76.55
122
4200
70
76.55
0.01
D.0047
33.78
42.77
120
4320
72
42.77
0.01
0.0035
25.25
17.52
120
4440
74
1 1752
1 0.00
1 0.0022
1 16.16
1.36
120
4560
76
1 1.36
1 0.00
1 0.0006
1 4.50
-3.14
4.50 DAYS

• a V
CD-479 (40) .
10-99
SOSID: 0501590
Date Filed: 412512000 11:48 AM
- Elaine F. Marshall
North Carolina Annual ftepC North Carolina Secretary of State
For Business Corporations 2000 116 29229
Name of Corporagon: CON INVESTMENTS II, INC.
State of Incorporation: North Carolina
Secretary of State Corp. ID Number: 0 5 015 9 0/
56-2156310 /
Federal Employer ID Number:
Fiscal Year Ending:
12-31-1994
Month I Day I Year
Check here if information has not changed since most recently filed Annual Report, complete line 8 only..g. ❑
1. Registered agent & registered office mailing address Agent: Jackson L . Conner
Melling Addrm:P0 Box 1838
i Morehead City, NC 28557
2. Street address & county of registered office street Address:320 Salter Path Road
Pine Knoll Shores, NC 28512
county: Carteret
3. If registered agent changed, signature of new agent: (6an.m,. ran. . �m-Pmm Q
4. Enter principal office address here: PO Box 1838
Morehead City, NC 28557
5. Enter principal office telephone number here:
6. Enter name, We and business address of principal officers here:
Name: JACKSON L. CONNER Title: PRESIDENT
Address: PO BOX 1838
city: MOREHEAD CITY State: NC zip: 28557
Nam,: KERRY A. CONNER Title: SEC/TREAS
Addroaa: 332 THIMBLEBERRY STREET
city: VANN State: NC zip: 28394
Name: Title:
Addrew:
cam. State: Zip:
7. Briefly describe the nature of business: RENTAL REAL ESTATE
8. Certification of annual report must be completed by all corporations
A - L. 1. �►�AE%-
9D3935 IN
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16't 17.2aaa
a DATE:
56-2156310

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�P" E`I�CIsrF[!� F.olu OR 9963E7
NORTH CAROLINA GENERAL WARRANTY DEED
,
1!AC19e'fnt:
1 _r-5ln 16 _ vnrlDed n County on m-- _e day of_.- -. m--
1'ercel IJemiRer No.»3.,_ __d_ byCounty
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By:
Msil/Ilax lo: _f mr' '34a IIf115'T 1C•.iLi.-.I�Rte�nc�:od_CC My
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Tbisinssmmcntwuprcpafcdby-.-_j=O ttl IL-SiLRmn------' -
DdefJaniplion------'----`-
Jnyaf_ A ,10�], by enJ belwttn
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1'IIIS DL•EU made this___LS�--------- ____
GRANTOR -- -----GRAN'I'El!
WALLACE J. CONNER, with joinder CONNER - W, LLC
patlreeOeNC
of CAROL WILSON BREWER CONNER
Sho:,It,r
28512
pine Knoll
C.
block for each Pony: name, addnas, and, it nriv-Pollen, ch1ton", of entity, eg. coD or
hallnmhip.
Enter in appropriate
ituo, a
herein+hall include said [allies, their heirs,succesuns. and essigm, end shellialude
k`,'•
Tha deaignetion Granmrend Grsnseees used
ringuleA [tool, meuulibe, feminine or neuter es required by contest.
of whirls is hoer, rmwkd
QQ -
the rrceipt
l o
Jos dx Gnnn, fa a ratwblr corn
bugein, sell end mnveY umo the Grrnne in fee simply ell pot ecmrt Im or pmccl 0f lent slnmd in
dh, does cy tat- toed by the Grres simple.
E..'.
-_ ..
pre grant
end by dtae presents
and by TownsLi r.rt,.'¢L_-_-Cnunry.
the CilY af-NevponL-- M1
Nonh C noliru and man pvticulnly dnvihd os fellows.
I
SEE ATTACHED EXHIBIT A FOR DESCRIPTION
The pmlxdy hertinsbove deuribed wo squiral Ly' G,amm ry insuumenl rttONeJ in RvuF ___- page _—_.
A Inap showing the above descrNcd prnpcny is recorded in Plnl Dock—__-- PaBc _----
t home. williems A CO.. Le..
NC Rer Aisocinion Fate. No, ] O 1976, Revixd ip 1977, IGp3 ww. h ncswili urs.
Heredity Ageemcnl with the NC Dar Auuciuion - 101

I,•
�
TOIIAVEANDal011OLDNedaesaidimur prtdmluul tad all ryrvllegcs etd eppwtcnerees lltmmhcl nging to J¢(tatwemhe simple
s
4 _act short,riot in Convey he tarn, in kc
du Grantor wVfnanls with the Onnku, Ne.,fallns¢nr fNe Pvtoisme,, in he
and defeW tire lnleveion the
'•'
And dear of all encumbmrces,a od that Goolor'W w rton
rimple,•thilwle is marketable and Dee and
hwNl.1.ini, or ell pnnrn wh000halel, other tben the follnwing escepoens
..
y 4
st'..
ALL LIENS AND ENCUMBRANCES OF RECORD
"
IN WITNESS WIIIiREOf, ILc Siianmr hoe July earcumd be foregoing as of the .!my vnA yrnr fort nMn< wrinni.
(frothy Nmne)
CiYl%42L�
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u ��� ----� 15 f•AI.1
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.},
BY�_----'---'------- WALLACE J CONNER
SIAII
CAROL WILSON BREWER CONNER
--
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an _ ISItnL)
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Tide: _
i
,•' .�(c' � � SIn1e of Notlb C'vmlily � l'nunty o!
=+ ••-' '• � 01 theamlrrsi9. Ncmry public ufdc Gmmy mid Swu eforoeid certify llvl Wa11Os.E J_Camis3 ena
befreemewithme and
Ol Aliy'•s wf,aznl Wilson Bremer Wnner--_,___mxssxxdlyaryomnl
�'uk' thr ducacrotlnt afth—fnmgoing itumlmnn R,r the pnprsn l inafxeved. Wih¢ss mO3
yy tuvkop
�.'Y_—._- Jny of ly
uhatJ anJ Nudrinl sump orrcnl Jtie_ 'f
11
CECLa(
'. �'.........1', .....3 My Cononisno, Rxpites:_�n_•9_Oi'
\, osry I'uhlio
Stile of North Carolina - Cmnny of
y I, the urvdmigneJ Nnwry lLblic nfthe C'ounlyand Slmr aforesaid,PeeNlly came befism me this day and
f S
a acknowledg4thm lha,ie Nc— a! '
North Carolina m csupontioMimdwJ 5biliry rnnipnYfgrnrmel pmvKmdltlJlimird
_—
5 •
Y pmmuship (strikedemupb dm innlgliuMe), and dui by mnhodtY defy gircn am as the eel of Mh rmaily,
itsheh It m its act awl deed. Wimrn mY bend evl
'
'-,Noland
tJ he signed the forgoing insmvunt in its name on
Ja of____— ,IO_
ewnpor
W —
�N1yCanvniuiunEap'ves:_- --' Noary Milk
I
Stale of Nonh Caroline - Courtly Of
" Y I,thc ondmi6mcd Nomsy Nblicofd.c CmnN and Swie ef.mid, ce ufydut _______
3Wilmv mYhwleN Nsvenal ewnysorseel Nis,_ daYuf___—•20_.
uMYflwmtieslun Eapitea:._—_ --.
an Notary poblia
�; F is/ere crrtigcJ m la,coma',.
The foregoing C-fecolsfe)of _
el sh
This imtrwwnl and Nis ccnificele are Auly rtgistned e daw enJ lime end in the lookand Page shown on the Rnt Peer County
Register of Ihedl for ---
r• °�n' Deputy/Areislenl . Register of fineds
t ,. /^/r� • loon Willinms A Co., loc.
NC Ram Asavcialion F.. No. 3 0 1976, Reniml0 1977.2002 / PAG ww.jarn.williton't
Printed by Agnemml with the NC Bar A"heialion $001�'
:.de[

Exhibit A a r;
TRACT ONE: 6 33B. 06. �B. `!°7 end (� • d 33B. oL. �R 1 t I L
Being all of that property described in Deed Book 485, Page
139, Carteret County Registry, between Conner Homes Corporation, as
grantor, and Wallace J. Conner, an grantee, lees and except that
property previously deeded to Eborn described in Deed Book 813,
Page 209, Carteret County Registry.
TRACT TWO: {, jJB,l1• ��°' �'11ip .e,731
Being all of that property described in Deed Book 483, Page
109; Carteret County F.egi.stry, Wallace J. Conner et ux, as grantor,
and 'Wallace J. Conner, as grantee, less and except the following:
(a) that tract of land deeded to Con investments I1. Corp. by
deed recorded in Book 866, Page 150, Carteret County Registry;
(b) thaC,,tract of land deeded to Con Investments II, Corp. by ,.
deed recorded in Deed Book 867, P:.ge 564, Carteret County Registry;
(c) that tract of land deeded to Con Investments, LLC, by deed
recorded in Book,776, Page 735, Carteret County Registry;
(d) that tract of land deeded to REDCO PROPERTIES, LLC by deed
recorded in Deed.Book 861, Page 41, Carteret County Registry;
(e) that tract of land described in that deed recorded in Deed
Book 867, Page 11, Carteret County Registry; _
(f) that tract of land needed to Time Warner Entertainment by
deed recorded in Deed Book 753, Page 984, Carteret County Registry,
and by deed recorded in Deed Book 753, Page 985, Carteret County
Registry; and
(9) that tract of land deeded to Kerry Briggs by deed recorded
in Deed Book 847, Page 196, Carteret County Registry.
TRACT THREE: G'�J �j�. O7. ✓,09• 353(0
Being [i(aC tract of land described in that deed recorded in '
Deed Book 491, Page 220, Carteret County Registry, Simone et al as ip
grantor, and Wallace J. Conner as grantee.
BOOK_ PAOP7 '-!Sr

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