SW7080803_CURRENT PERMIT_20080820

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %D 4
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

o (JJ�
Michael F. Easley, Governor
William G. Ross Jr., Sccretan
Noah Carolina Department of Environment and Natural Resources
Y
August 20, 2008
Mr. Cam McRae
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 28502
Coleen If Sullins, Director
Division of Water Quality
Subject: Stormwater Permit No. SW7080803
Vanceboro Bojangles' 8r Trade/Wilco
High Density Project
Craven County
Dear Mr. Mcrae:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Vanceboro Bojangles' & Trade/Wilco on August 5, 2008. 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 21-1.1000. We are forwarding Permit No.
SW7080803 dated August 20, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 20, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements In this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 Samir Dumpor, or me at [phone].
incer ly,
A ho
"g-----
egional Supervisor
Surface Water Protection Section
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits — Wet Pond\SW7080803
cc: Don Curry, PE, Stocks Engineering, P.A. (3344 Hillsborough St., Suite 250,
Raleigh, NC 27607)
Qmven County Building Inspections
ashington Regional Office
Central Files
North Carolina Division or Water Quality Internet: www.ncwaterqualitvore One
943 Washington Square Mull Phone [phone] NorthCarojlna
Washington, NC 27889 Fax [phone] a'�L a/uy�iyly
An Equal Opportunity/Affirmative Action Employer -50%Recycled/10% Post Consumer Paper �/V {!4`[

State Stormwater Management Systems
Permit No. SW7080803
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
REDCO Properties, LLC
Vanceboro Bojangles' & Trade/Wilco
Craven 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 August 20, 2018, 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 on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 124,260 square
feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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

OWM 0LVI I I IWdMl 1V101 iayci ncnl oyatcn is
Permit No. SW7080803
t:
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
3.59
b. Total Impervious Surfaces, ftZ:
124,260
C. Pond Depth, feet:
5.0
d. TSS removal efficiency:
90%
e. Permanent Pool Elevation, FMSL:
21.00
f. Required Permanent Pool Surface Area, ftz:
14,700
g. Provided Permanent Pool Surface Area, ft2:
14,700
h. Permanent Pool Volume, ft3:
46,275
i. Temporary Storage Elevation, FMSL:
21.68
j. Required Storage Volume, ft3:
10,062
k. Provided Storage Volume, ft3:
10,062
I. Controlling Orifice:
2"0 pipe
M. Receiving Stream/River Basin: Mauls Swamp / Neuse River Basin
n. Stream Index Number: 27-97-5.7
o. Classification of Water Body: "C; Sw; NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7080803
spreader, 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.
Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/6 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7080803
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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.
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this 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.
10. This permit shall be effective from the date of issuance until August 20, 2018.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7080803
Permit issued this the 20th day of August, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7080803
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7080803
Vanceboro Bojangles' & Trade/Wilco
Stormwater Permit No. SW7080803
Craven 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. SW7080803
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 Washington Regional Office
Craven County Building Inspections
Page 8 of 8

State Stormwater Management Systems
Permit No. SW7080803
Vanceboro Bojangles' & Trade/Wilco
Stormwater Permit No. SW7080803
Craven County
Designer's Certification
1, v � L-C[ 43A.'v, X , as a duly registered 97Atd;t~ in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
roject)
for RKflco ?"ParteT (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:
,`(1111111l111lp!°I
Signature
Q
SEAL
Registration Number Me Z6197-0 :a 02s970 �
�;��
Date rl3/e3 ., tiGiaE�����,�.•
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7080803
Certification Requirements:
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.
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.
I.L5. 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 Washington Regional Office
Craven County Building Inspections
Page 8 of 8

Dumpor, Samir
From: Don Curry [[e-mail])
Sent: Friday, January 04, 2013 8:33 AM
To: Dumpor, Samir
Subject: Bojangles Vanceboro - Final SWM Approval
Attachments: Bojangles Vanceboro SWM Approval 01-03-13.pdf
Samir,
In going through my old Bojangles projects, I realized that I didn't send you documentation of the SWM approval for this
site. I am including it in this email.
Please let me know if you have any questions or need any additional information.
Sincerely,
Don L. Curry, Jr., P.E.
The Curry Engineering Group, PLLC
PO Box 2018
205 S. Fuquay Ave.
Fuquay-Varina, NC 27526
doncurrVacurryeng ineeri nog rou D. com
www.currVengineeringgroup.com
919.552.0849 (0)
919.552.2043 (F)
919.880.9857 (C)

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The Curry Engineering
Group, PLLC
January 3, 2013
Mr. Samir Dumpor
Express Permitting
NCDENR Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Bojangles Vanceboro, Craven County
Final SWM Cerrificadon, SW7080803
Dear Mr. Dumpor:
Enclosed is the final approval certification for the stormwater pond for the above referenced project. Based on my
observations, the site complies with the design plans and specifications, as noted on the certification form.
Please let me know if you need any additional information pertaining to this project.
Sincerely,
The Curry Engineering Group, PLLC
Donald L. Curry, Jr., PE U
An: NCDENR SWM Certification Form
The Curry En6irmering Croup, PLLC
PO Box 2018
205 S. Fuquay Ave.
FuquayVarim, NC 27526
8dgnnst,rry(&�LB&nl_^=.L_Bf
Don L. Curry,.Ir., PE
919.552.0849 (0)
919.552.2043 (F)
919.880.9857 (C)

0
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):
REDCO Properties LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Cam McRae. Manager/Member
3. Mailing Address for person listed in item 2 above:
City:n1ston State:NC Zip28502
Phone: f252 1 522-0191 Fax: f252 1 522-2878
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Vance oro Boiangles/Trade Wilco
5. Location of Project (street address):
Intersection of NC 43 & Bailey Lane/SR 1654
City:Vanceboro County:Craven Zip:28586
6. Directions to project (from nearest major intersection):
Project is located at the intersection of NC 43 & Bailey Lane/SR 1654 SE quadrant
7. Latitude:35? 18' 43" N Longitude:77? 09' 36 W of project
8. Contact person who can answer questions about the project:
Name:Doriald L. Curry, Jr. PE Telephone Number: (919 ) 821-2440
Email:dcuiU@stockseng neering com
II. PERMIT INFORMATION:
® 1. Specify whether project is (check one): ®New ORenewal Modification
Form SWU-101 Version03.27.08 Pagel of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberN/A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density []Redevelop ❑General Permit []Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
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.
The 1" storm event (non -SA waters) will be treated with a stormwater wet pond See the attached "Site Location
Narrative for additional detail on adjacent waters and site specifics
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Property Area: 3.53 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area**:2.85 acres 7. Project Built Upon Area:80 %
8. How many drainage areas does the project have?1
0
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.
For hi ti ensity projects, com lete the table with one drainage area for each engineered stormwater device.
�Basm Infomnahon"
fr�wrMti sin wr, �.., q�rai .,a .a �R
Receiving Stream Name
DriwiageAYe Ta l
daJc W. �1 e.ax .'.w.ase.� e➢ ate"
s$ ' , as Drainage "`N
cxsai a �.
Mauls Swamp
Stream Class & Index No.
C; Sw;, NSW (27-97-5.7)
Total Drainage Area (so
156,500
On -site Drainage Area (so
156,500
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
124,260
% Impervious* Area (total)
80
r w Aa x
)Im ervious W 3urfaceWrea
, ;. DraiiiageaArea 1'P r : .,
as D aageE) '��2 .
NOW
On -site Buildings (so
6,997
On -site Streets (so
0
On -site Parking (so
116,092
On -site Sidewalks (so
1,171
Other on -site (so
0
Off -site (so
0
Total (so:
124,260
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
® **Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
Form SWU-101 Version 03.27.08 Page 2 of

10. How was the off -site impervious area listed above derived? Measured in ACAD program
I ►y 1111111111 013 :1 ullM41 l I lKs" (U ►` 6Y;\ ►` 11l W Mill 1 crop Y \r/ 04161TI 40r.100 163
One of the following 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. Forms can be
downloaded from htto://h2o.enr.state.nc.us/su/bmp forms.htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
• V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 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 Office. (Appropriate office may be found by locating project on the
interactive online map at httl)://h2o.enr.state.nc.us/su/msi maps.hmi)
0
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Forme
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
pL
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
DLG
• Calculations & detailed narrative description of stormwater treatment/management
DLG
• Copy of any applicable soils report
DL G
• Two copies of plans and specifications (sealed, signed & dated), including:
�LG
- 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 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)
VIL 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. (ex. designing engineer or firm)
Designated agent (individual or firm):Donald L. Curry, Jr., PE
Mailing Address:3344 Hillsborough St., Suite 250
State:NC Zip:27607
Phone: (919 ) 821-2440 Fax: (919 ) 821-2210
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) OCm Me I(a e—
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 .1000r
6 a Al \
Date: 71m-loe
Form SWU-101 Version 03.27.08
Page 4 of 4

Permit No.
(to be provided by DWQ)
2pF W AT6,g0
o�
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
II.VDESIGNIINFORMATION w _
Site Characteristics
Drainage areak
T 56500007fh
Impervious area
i �42426000 ,Jf'
%impervious
79.40 %
Design rainfall depth
? °" 1.00 °Min
Storage Volume: Nori Waters
Minimum volume required
i �."1006200 �- ft'
Volume provided
i 6'10062.00','ift'
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
in
Pre -development l-yr, 24-hr runoff
I ,,"°:. I its
-development 1-yr, 24-hr runoff
t ; -Ift'
•Post
Minimum volume required
fl'
Volume provided
r •" x ft3
Peak Flow Calculations
1-yr, 24-hr rainfall depth
° In
Rational C, pre -development
(unitless)
Rational C, post -development
,°- (unitless)
Rainfall intensity: l-yr,24-hrstorm
")inIhr
Pre -development s-yr,24-hrpeak flow
°Mitt'/sec
Post -development 1-yr, 24-hr peak flow
_"H ft'/sec
Pre/Post 1-yr, 24-hr peak flow control
to/sec
Basin Elevations
Basin bottom elevation
? �'°'- 75.00�} it
Sediment cleanout elevation
) "'"i16.00° '"-eft
Bottom of shelf elevation
a 40.50.. •:°Watt
Permanent pool elevation
i %.,,,2100 -"xift
SHWTelevation
24.00`.._•°?ft
Top of shelf elevation
! 21 50;' .I ft
Temporary pool elevation
f�PYLB^' `-°'?ft Z\ . 6 6
Form SW401-Wet Detention Basin-Rev.4 Parts I. d II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWD)
Volume and Surface Area Calculations
SA/DA ratio .
®Surface area at the bottom of shelf
Volume at the bottom of shelf
Permanent pool, surface area required
Permanent pool, surface area provided
Permanent pool volume
Average depth for SAfDA tables
Surface area at the top of shelf
Volume at the top of shelf
Forebay volume
Forebay % of permanent pool volume
Temporary pool, surface area provided
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre -development 1-yr, 24-h r discharge
Post -development 1-yr, 24-hrdischarge
Additional Information
Diameter of orifice
Design TSS removal
Basin side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
®Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
P 940 "1(unitless)
i9,500 00 °a E ftz
:31 825.004 ') ry3
14,700 00 OK
�46,275 00,zJft'
3.15 ft OK
1 a17,700.00 )f'
60,950.00... _) it'
{ "'8,750.00 Cit'
18.91 % OK
i ,16;50000=`(flz
days OK
0.32s
tft'/s OK
Form SW401-Wet Detention Basin-Rev.4 Parts I. & If. Design Summary, Page 2 of 2

n
U
r..
FOREBAY VOLUME
ELEVATION
SURFACE
AREA (SF)
INCREMENTAL
VOLUME (CF)
17.0
1,400
1,600.0
18.0
1,800
1,975.0
19.0
2,150
2, 375.0
20.0
2,600
2,800.0
4a " fi21 0
3,000
SUM = 8,750.01
Total Pond Volume =
46,275
Total Pond Area =
14,650
✓
Average Depth =
3.16
Drainage Area to Pond =
156,500
V
SAIDA Ratio =
9.4
,
✓
Pond Volume at Perm Pool
(excluding forebay) =
37,525
V
Pond Area at Perm Pool =
11,650
Forebay is ,,., 9�%"�„
of Pond
POND VOLUME
ELEVATION
SURFACE
AREA (SF)
INCREMENTAL
VOLUME (CF)
15.0
0
16.0
4,800
5,250.0
17.0
5,700
6,250.0
18.0
6,800
7,300.0
19.0
7,800
8,400.0
20.0
9,000
10,325.0
°'21g0
11,650
SUM =
37, 525.0

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Important maintenance procedures:
? Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
? No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
? Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
? If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3
Page 1 of 4

is
40
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.3
Page 2 of 4

E
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
® that it will give an accurate depth reading and not readily penetrate into
`1I accumulated sediments.
0
When the permanent pool depth reads 5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4 feet in the forebay, the sediment shall
be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 21.0
Sediment Removal .L17.0 Pe anen Pool
- Volume Sediment Removal Elevation 16.0 Volume
Bottom Elevatio -ft Min.
----------------------------------------- ------
Sediment Bottom Elevation 15.0 1-ft n
Storage Sedimer
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3
Page 3 of 4

Permit Number:
(to be provided by DWQ)
® I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
E
0
Project name:Vanceboro Boiangles/Trade Wilco
BMP drainage area
Print name:Cameron McRae
Title: Manager/Member
Address:335 N. Queen St.
Date: -71y8_ls%
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, a/V IV /1J11J)Gi/yJl1//a Notary Public for the State of
County of do hereby certify that
personally appeared before me this AV-_47
day of 2008 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My Commission Expires 243-20il
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.3
Page 4 of 4

�, e�
,,,
r
J•
�.
�

11
July 30, 2008
Mr. Don L. Curry, Jr., P.E.
Stocks Engineering, P.A.
3344 Hillsborough Street
Suite 250
Raleigh, NC 27607
RE: Contract between Redco Properties, LLC and
Joseph E. Thomas
Dear Mr. Curry:
The purpose of this letter is to grant permission to Redco Properties, LLC to apply for and secure
all necessary regulatory and construction permits for the purpose of constructing a proposed
Bojangles restaurant and Trade/Wilco convenience store as shown on drawings signed and
sealed by Don L. Curry, Jr., P.E. at Stocks Engineering, P.A. The construction shall be in
conformity with all applicable zoning regulations and restrictive covenants referenced in the
is contract and to be included in the deed for the property upon closing. This is not an approval of
the plans and specifications for the construction.
This letter further grants permission for Redco Properties, LLC to encroach upon adjacent
property belonging to the undersigned and lying outside the boundary of the property to be sold,
to install items related to the construction of the drainage, utilities, driveways and stormwater
management ponds and ditches and related grading and drainage activities. This letter does not
permit any storage of equipment or staging on property belonging to the undersigned but only
permits encroachment onto the property owned by the undersigned necessary to construct within
the easements referenced in the contract over the property belonging to the undersigned of the
drainage, utility, stormwater and driveway facilities referenced in the contract. Redco Properties,
LLC and its successors and assigns shall replace and repair any damage to the property of the
undersigned caused by such activities.
No construction shall be permitted pursuant to the terms of this letter on the property to be sold
or the remaining property belonging to the undersigned unless and until closing occurs. The
intent of this letter is to allow Redco Properties, LLC and its successors and assigns to have its
construction permits in place in order to begin construction immediately upon closing. If closing
does not occur, the permission granted in this letter may be revoked by the undersigned.
E.

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007
® No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. ProjectName: Vanceboro Boianales/Hess
2. Location of land -disturbing activity: County Craven City or Township Vanceboro
Highway/Street NC 43 (")a SR 1654/Bailey Ln Latitude 35d 18' 43" N Longitude 77d 09' 36" W
3. Approximate date land -disturbing activity will commence: August 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 5.1 ac
6. Amount of fee enclosed: $390 ($4000 express fee is separatel. The Express Permitting application
fee is a dual charge. The normal fee of $65.00 per acre is assessed without a ceiling amount. In
addition, the Express Permitting supplement is $250.00 per acre up to eight acres, after which the
Express Permitting supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE:
Both fees are rounded up to the next whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
® Name Brad Mercer E-mail Address brad(&becaiun.com
Telephone [phone] Cell # 252-341-6276 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
REDCO Properties, LLC 252-522-0191 252-208-2878
Name Telephone Fax Number
335 N. Queen St. Same
Current Mailing Address Current Street Address
Kinston, NC 28502 Same
City State Zip City State Zip
10. Deed Book No. 2370 Page No. 1036 Provide a copy of the most current deed.
Part B.
1. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
REDCO Properties
Name E-mail Address
335 N. Queen St. Same
Current Mailing Address Current Street Address
Kinston, NC 28502 Same
City State Zip City State Zip
Telephone [phone] Fax Number 252-208-2878

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
• NIA
Name
E-mail Address
Current Mailing Address
Current Street Address
City State
Zip City State Zip
Telephone
Fax Number
(b) If the Financially Responsible Party
is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
NIA
Name of Registered Agent
E-mail Address
Current Mailing Address
Current Street Address
City State
Zip City State Zip
Telephone _
Fax Number
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
® Stocks Engineering dcurry(cDstocksengineering.com
Engineering Firm or other consultant E-mail Address
Donald L. Curry, Jr., PE 919-821-2440 919-821-2210
Individual contact person (type or print) Telephone Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any change in the information provided herein.
Cam McRae Owner
Type or pr name Title or Authority
Cll/Ii��'ti l lit 4 ( JGcI� l C;UOff
Signature ' Date
I, �&zh(dc ),(&,/ / , a Notary Public of the County of �9I,r
Cr,/f
State of North Carolina, hereby certify that 2114m /A CC appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this %day of of 2 b
® Notary
Seal �}��
My commission expires & e.�f/ / 2())

C200710900465 SOSID: 0445883
Date Filed: 4/19/2007 8:09:00 AM
L INUTED LIABILITY COMPANY Elaine F. Marshall
ANNUAL REPORT North Carolina Secretary of State
C200710900465
NAME OF LIMITED LIABILITY COMPANY: REDCO PROPERTIES LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L,C. ID NUMBER: 0445 883
NATURE OF BUSINESS: REAL ESTATE
REGISTERED AGENT: GLENN KEEFE
REGISTERED OFFICE MAILING ADDRESS: P 0 BOX 704
. KINSTON
FEDERAL EMPLOYER ID NUMBER: 5 6- 2 0 6 5 2 3 6
NC 28502
REGISTERED OFFICE STREET ADDRESS: 335 N QUEEN STREET
KINSTON NC 285
LENOIR
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER: 2 52 - 522 - 0191
PRINCIPAL OFFICE MAILING ADDRESS: PO BOX 704
KINSTON NC 28502
PRINCIPAL OFFICE STREET ADDRESS: 335 N QUEEN STREET
KINSTON NC 28501
MANAGERS/MEMBERS/ORGANIZERS:
Name: CAMERON MCRAE
Address: 335 N QUEEN STREET
Tine: MEMBER - MANAGER City: KINSTON state: NC Zip: 28501
.Name:
Address:
Title:
City: State: Zip:
Name:
Address:
Title:
City: State: ZIP
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
CAMERON W MCRAE MEMBER - MANAGER
® TYPE OR PRINT NAME - TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State 0 Corporations Dlvision 0 Post Office Box 29525 0 Raleigh, NC 27626-0525

North Carolina Secretary of State
Page 1 of 1
u
0
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 7/22/2008
Click here to:
View Document Filings I Sign Up for E-Notifications I
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an Annual Report I
Corporation Names
Name Name Type
NC REDCO PROPERTIES, Legal
LLC
Limited Liability Company Information
SOSID: 0445883
Status: Current -Active
Date Formed: 12/30/1997
Citizenship: Domestic
State of Inc.: NC
Duration: JAN 2048
Registered Agent
Agent Name:
McRae, Cameron
Registered Office Address:
335 N. Queen St
Kinston NC 28501
Registered Mailing
PO Box 704
Address:
Kinston NC 28502
Principal Office Address:
335 N Queen Street
Kinston NC 28501
Principal Mailing Address:
PO Box 704
Kinston NC 28502
http://www.secretary. state. nc. us/corporations/Corp.aspx?Pitem Id=5014344
7/22/2008

(Page 1 o1 6)
DEED
P D i'vbrho�)
Re t s: $ 0.60
STATE OF H C
COUNTY OF C
THIS DE Lde a to int this the 101" day
by and between JOSEPH E. T and w' e, IND THOM
and CRAVEN DEVELOPMENT OU . a e neral rt ,n hm
W I T N-fJS S H:
That the parties of the first part in co side ' n offt�th''
Dollars ($10.00) and other good and valuable consideratio to s�idl
the second part, the receipt of which hereby is acknowledged, d
bargained and sold and by these presents do bargain, sell and convey
part, said party's successors and assigns, subject to the matters herei)
described property, to wit:
A one-half (1/2) undivided interest in and to that cerp
parcel of land lying and being situate in Number One
Craven County, North Carolina and being more parti(
described as follows:
Prepared by WARD AND SWTrt,P.A., 1001 College Court, PO Box 867,
New Bern, NC 28563-0867
No opinion on title is rendered by WARDAND St artt, P.A., without a se
title from WARD AND SnnTH, P.A.
Craven NC - Document Stamp
Becky Thompson, Resister of Deeds
Date 10/21/20D5 Time 13t51:13. 1 of h pss
No: 2005-001M4
Boot( 2370 lase 1036
Fee Amt : 29.00
Excise Tax: 50.00
(1)
Qdo&n - 2005
parties of the first part;
an address of
second part;
and No/100
3 the party of
,have
second
tract or
written opinion on
Book:2370,Page:1036

(Page 2 of 6)
it
O
•
19
Date 10/21/2005 Tiae 13:51:13 2 of 6 Pgs
No: 2005-0019564
ID* 2370 Pace 1037
all of Tract I of 0.786 Acres as same is shown and
3ted on a map entitled "Survey for Joseph M. Thomas and
e L. Morris", said map being recorded in Plat Cabinet I,
in the office of the Register of Deeds of Craven
ykference to said map being hereby made for a more
f desc iption of said property,
is made together with the following
descri ed by ZPage''
2ewinstrumentreDrivewayEasbyinsment
right to use the following
ta'nage Easement
or in Book 2026,
m described by
ge 17 and
ss ment described
look 02�Page 45.
(b) A non-exclusive, perpetu'A'diq of w
for the purposes of ingress, eg s a
from the aforesaid property to an froi
easement described in subparagraph
the 30' Driveway & Drainage Easemei
shown and delineated on the aforesaid
(c) Those drainage and utility easements depicted
aforesaid map, including the 21.5-foot utility
easement and the 15-foot drainage easement.
(d) The right to relocate the "existing ditch to be
relocated" as depicted on the aforesaid map.
(e) An exclusive sign easement having dimensions of
2 feet by 10 feet and shown and depicted on the
aforesaid map at the intersection of the aorthem line
of 15 foot drainage easement shown and depicted on
2
Hook:2370,Page:1036

(Page 3, of 6)
40
Date 10/21/2005 Tim 13:51:13 3 of 6 Pss
No: 2005-001M564
Dot( 2370 Pase 1038
said map and the eastern right of way line of N.C.
Highway No. 43.
This conveyance is made subject to the following:
The Storm Water Drainage Easement recorded in
Book 2026, Page 32, the Sewer and Water Easement
reco in Book 2026, Page 17, the Driveway
E en and s Easement recorded in
202 , age 5 d the Restrictive Covenants
record Bool02 ,Page 70.
r ne s ' llrive r n ge asement shown and
delineat on a resat a the remaining
drainage an y eas w and delineated
on the aforesai ap, nclu ng th$ 21.5-foot utility
easement and the rainaiYe eaSOmP.nt
This conveyance is made subs t as
on the ground, restrictive covenants f I
valorem taxes for the current year whiq
the second part, by accepting this deed,
TO HAVE AND TO HOLD said property and all
thereunto belonging to the party of the second part, said party's successors
And the parties of the first part covenant that said parties are
property in fee and have the right to convey same in fee simple; that the same is free fl
encumbrances except any encumbrances or restrictions mentioned above and that said
will warrant and defend the title to the same against the lawful claims of all persons
whomsoever.
3
Book:2370,Page:1036

(Page a of 6)
i0
Date 10/21/20D5 Tine 13:5103 4 of 6 Pss
iot 2005-0�0IM564
�k 2370 Pace 1039
)STIMONY WHEREOF, the parties of the first part have caused this
fto executed under seal and in such form as to be binding;, this the day and vear first
4
Hook:2370,Page:1036

(Page 5 of 6)
0
•
Date 10/n/2005 Tine 13:51.13 5 of 6 Nis
No: 2005-00138564
Imk 2370 Pale 1040
STA�,tE OF I Ol3`M CAROLINA
ra t N N) a Notary Public in
and for said ounty te, do hereby certify that JOSEPH E. THOMAS and wife,
LINDA THO pe onally appeared before me this day and acknowledged the due
execution o e f gom inst ment.
W my a�ry no seal, this the /0�"day of &-mAE1 2005.
My Commission Expires:
Notary seal or stamp must aDD
ear within this box.
5
Book:2370,Page:1036

(Page 6 o2 6)
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to 1012V2005 Tine 13:51:13 6 of 6 Pss
No: 2005-001
Io,k 2370 Pane 1441
1
BMAIW5 NBMAIN\65160811 O
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,, Deeds Craven
Jacky Thompson
Book:2370,Page:1036