SW8130501_CURRENT PERMIT_20220707 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 3 O S 01
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2022 07 0 7
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
July 7'h, 2022
S.T. Wooten Corporation
Aun: Amzie Hoffier, Vice President
PO Box 2408
Wilson, NC 27894
NORTH CAROLINA
Environmental Quality
Subject: Permit Renewal
Post -Construction Stormwater Management Permit No. SW8 130501
Burton Industrial Park —Concrete Plant
Onslow County
Dear Mr. 1-loffner:
The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on July 6', 2022. The Division is hereby notifying you that permit SW8 130501 has been
renewed, updated, and re -issued on July 7`s, 2022, as attached. A requested, a copy of the current operation and
maintenance agreement is also enclosed. Please be aware that the renewal and re -issuance of this stormwater
permit does not imply that the site is currently in compliance.
This permit shall be effective until May 30", 2029 and does not supersede any other agency permit that may be
required. The project shall be subject to the conditions and limitations as specified therein. This permit does not
impose new or increased stormwater control requirements; it clarifies the rules and requirements of this program
to provide you with a better understanding of your obligations under this permit. Failure to comply with these
requirements will result in future compliance problems. Please note that this permit is not transferable except
after notice to and approval by the Division.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (ifa filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this
permit, please contact Dylan McPeake in the Wilmington Regional Office, at [phone] or
[e-mail].
Sincerely,
AA
99 Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: AttachmentC— PermittingHistory
Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/DM: %Stormwater\Permits & Projects\2013\130501 HD\2022 07 permit 130501
cc: Wilmington Regional Office Stormwater File
tt North Carolina Department of Environmental Quality I Dlvtsion of Energy, Mineral and land Resources
D_E �J/ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
+�+•�+°�� / / 910.796.7215

Post -Construction Stormwater Management
Permit No. SW8 130501
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
S.T. Wooten Corporation
Burton Industrial Park — Concrete Plant
Burton Park Boulevard, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred to
as the "stormwater rules') as outlined in the application, approved stormwater management
plans, supplement, calculations, operation and maintenance agreement, recorded documents,
specifications, and other supporting data (the "approved plans and specifications") as attached
and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the
"Division" or "DEMLR"). The project shall be constructed, operated and maintained in
accordance with these approved plans and specifications. The approved plans and
specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until May 301", 2029 and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in force
and effect until the permittee files a request with the Division for a permit modification, transfer,
renewal, or rescission; however, these actions do not stay any condition. The issuance of this
permit does not prohibit the Director from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and
regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.9 of this permit. The stormwater controls labeled BMP #1 and
BMP #2 have been designed to handle the runoff from 197,065 and 65,340 square feet
of built -upon area, respectively.
Page 1 of 6

Post -Construction Stormwater Management
Permit No. SW8 130501
3. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded
structures, the top of bank of both sides of streams and rivers and the mean high water
line of tidal waters.
A vegetated filter strip is not required for this pond as it has been designed to provide an
average annual total suspended solids removal efficiency of 90%.
The level spreaders shown on the plans are not required under the stormwater rules and
therefore are not considered a part of the approved state stormwater treatment
system. These additional measures are incorporated only by reference and are not
enforceable parts of the permit.
6. The tract will be limited to the amount of built -upon area indicated in this permit, and per
approved plans. The built -upon area for the future development within the drainage
areas of BMP's #1 and #2 is limited to 7,877 and 3,414 square feet, respectively.
7. 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.
8. The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
9. The following design criteria have been provided in the wet detention ponds and must be
maintained at design condition:
Design Criteria
BMP #1
BMP #2
a. Drainage Area, acres:
Onsite, ftz:
Offsite, ftz:
5.06
220,414
0
1.7
74,052
0
b.Total Impervious Surfaces, ftz:
Onsite, ftz:
Offsite, ftz:
197,065
197,065
0
65,340
65,340
0
d. Design Storm, in:
1.5
1.5
e. Average Design Depth. ft:
5.0
3.0
f. TSS removal efficiency:
90%
90%
q. Permanent Pool Elev., FMSL:
36.5
40.0
h. Perm. Pool Surface Area, ftz:
14,224
8.696
i. Permitted Storage Volume, ft3:
25,657
9,583
. Temporary Storage Elev., FMSL:
38.0
41.0
k. Pre-dev.1- r, 24-hr dischar a rate, cfs:
1.74
0.45
I. Controlling Orifice , 0 Inches:
2.5
1.5
m. Orifice flow rate, cfs:
0.11
0.03
n. Permitted Forebay Volume, ft3:
11,175
4,394
o. Max. Fountain HP:
1/6
n/a
p. Receiving Stream/River Basin
New River / White Oak
q. Stream Index Number
19- 1
r. Classification of Water Body
C NSW
Page 2 of 6

Post -Construction Stormwater Management
Permit No. SW8 130501
10. BMP #1 will act in a temporary capacity to receive the truck wash water discharge as per
NCG140428. The total additional volume associated with the truck wash operation is
based on a maximum water usage of 55 gallons per truck, 15 trucks per day, each
making 3 trips per day for a total of 2,475 gallons or 331 cubic feet of additional volume.
For purposes of determining the additional wastewater volume over and above the state
stormwater design storm of 1.5", a factor of safety of 5 was applied, resulting in a total
additional volume of 1,655 cubic feet. The total minimum required storage volume in
BMP #1 is below the provided volume of 25,657 cubic feet.
It. SCHEDULE OF COMPLIANCE
1. No truck washing activities shall be allowed during a heavy rainstorm, or immediately
after a heavy rainstorm, or during the time that BMP #1 is discharging via the weir set at
the temporary pool elevation of 38.0, or during the time that the water level in BMP #1 is
rising and is within one inch of going over the temporary pool weir at elevation 38.0.
2. All truck wash water discharges into BMP #1 shall enter the BMP via the forebay.
3. 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.
4. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
5. The permittee shall, at all times, provide the operation and maintenance necessary to
assure the permitted stormwater system functions at the design condition The signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
6. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Decorative spray fountains are allowed in the pond, subject to the following criteria:
a. The minimum permanent pool volume is 30,000 cubic feet.
b. The fountain must draw its water from less than 2' below the permanent pool
surface.
C. 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.
d. The fountain may not be placed into the forebay.
e. The falling water from the fountain must be centered in the main pond, away from
the shoreline.
f. The maximum horsepower for a fountain in pond 1 is 1 /6 horsepower.
8. Decorative spray fountains will not be allowed in the pond 2, as the permanent pool
volume is less than 30,000 cubic feet.
The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data on file with and approved
by the Division.
Page 3 of 6

Post -Construction Stormwater Management
Permit No. SW8 130501
10. 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.
11. 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.
12. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements 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.
14. At the time the permittee ceases operations at this site, the permittee shall restore the
permitted BMP's to the permitted design condition. The permittee shall provide written
certification to the Division that the BMP's have been restored to design condition and
shall request that the Division inspect the restored BMP's. Failure to restore the BMP's
to design condition, or failure to request an inspection of the BMP's prior to ceasing
operations are considered violations of the permit.
15. No person or entity, including the permittee, shall alter any component shown in the
approved plans and specifications. Prior to the construction of any modification to the
approved plans, the permittee shall submit to the Director, and shall have received
approval for modified plans, specifications, and calculations including, but not limited to,
those listed below. For changes to the project or SCM that impact the certifications, a
new or updated certification(s), as applicable, will be required and a copy must be
submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size
including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included
in the approved plans and specifications.
g. Other modifications as determined by the Director.
Page 4 of 6

Post -Construction Stormwater Management
Permit No. SW8 130501
Ill. GENERAL CONDITIONS
1. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by this
Division and the stormwater rules such as the construction of additional or replacement
on -site stormwater systems. These additional or replacement measures shall receive a
permit from the Division prior to construction.
2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days
prior to the expiration date of this permit. The renewal request must include the
appropriate application, documentation and the processing fee as outlined in Title 15A
NCAC 02H.1045(3).
3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT
INFORMATION. The permittee shall submit a completed Permit Information Update
Application Form to the Division within 30 days to making any one of these changes.
4. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or
in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate
application, documentation and the processing fee as outlined in 15A NCAC
02H.1045(2). This request must be submitted within 90 days of the permit holder
meeting one or more of the following:
i. A natural person who is deceased;
ii. A partnership, limited liability corporation, corporation, or any other business
association that has been dissolved;
iii. A person or entity who has been lawfully and finally divested of title to the
property on which the permitted activity is occurring or will occur through
foreclosure, bankruptcy, or other legal proceeding.
iv. A person or entity who has sold the property, in whole or in part, on which the
permitted activity is occurring or will occur;
V. The assignment of declarant rights to another individual or entity;
vi. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies
with the permit conditions. Records of maintenance activities performed to date
may be requested. Projects not in compliance with the permit will not be
transferred until all permit and/or general statute conditions are met.
5. COMPLIANCE. The permittee is responsible for compliance with the terms and
conditions of this permit until the Division approves the transfer request.
a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved
plans, application, supplement, operation and maintenance agreement, all
applicable recorded documents, and specifications shall be maintained on file by
the permittee at all times.
Page 5 of 6

Post -Construction Stormwater Management
Permit No. SW8 130501
b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the
stormwater rules is subject to enforcement procedures as set forth in NCGS 143
Article 21.
d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the
Division an annual certification completed by either the permittee or their designee
confirming the projects conformance with permit conditions
e. OBTAINING COMPLIANCE. 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 modified plans and certification
in writing to the Director that the changes have been made.
OTHER PERMITS. The issuance of this permit does not preclude the permittee
from complying with and obtaining any other permits or approvals that are required
for this development to take place, as required by any statutes, rules, regulations,
or ordinances, which may be imposed by any other Local, State or Federal
government agency having jurisdiction. Any activities undertaken at this site that
cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215.1, and
subject to enforcement procedures pursuant to NCGS 143-215.6.
Permit renewed, updated, reissued this the 7t" day of July, 2022.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.jl,. Brian Wrenn, UirectoT
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 6

Attachment C - Permitting History
Burton Industrial Park - Concrete Plant
Permit No. SW8 130501
Approval
Permit
BIMS
Description of the Changes
Date
Action
Version
5/30/2013
Original
1.0
Approval
BMP # 1 will act in a temporary capacity to receive the truck
wash water discharge as per NCG 140428. The total
additional volume associated with the truck wash operation
is based on a maximum water usage of 55 gallons per truck,
15 trucks per day, each making 3 trips per day for a total of
2,475 gallons or 331 cubic feet of additional volume. For
I l/l/2013
Correction
1.1
purposes of determining the additional wastewater volume
over and above the state stormwater design storm of 1.5", a
factor of safety of 5 was applied, resulting in a total
additional volume of 1,655 cubic feet. The total minimum
required storage volume in BMP # I is below the provided
volume of 25,657 cubic feet.
7/7/2022
1 Renewal
2.0
Expires 5/30/2029

Wet Detention Basin Operation and
Permit Number: �lvP�3o_S )/
(Io be provided by DWQ)
Drainage Area Number: To 9 \A P W I
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 incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not 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 1 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.4
ECEI E"
MAY 0 1 2013
BY:
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
IMP 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.4 MAY 0 1 2013 Page 2 of 4
BY:—

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
Flow 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. if applicable)
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
accumulated sediments.
When the permanent pool depth reads 9.0 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 55:5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom E
13ASIN DIAGRAM
(fill in [he blankv)
31.0 + Pe anen
--------------- -- volume
30.0 tt Min.
Sediment
Storage
FORERAY
Form SW401-Wet Detention Basin O&M-Rev.4
Permanent Pool Elevation 36.5
Pool
Sediment Removal Elevation 27.5 volume
Bottom Elevation
MAIN POND
F GFJVEav o s zoo
Page 3 of 4
1-ft
Storage

Permit Number:
(to be provided by DWQ)
1 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.
Projecl name: S"f Wooten - Burton Park Lot 4
6MP drainage area number:
Print name: Henry D. Butts Jr.
Title: Vice President
Address: 3801 Black Creek Road
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.
1, rJQ,r1101e- F. kol lahA , a Notary Public for the State of
fV ny4k CCrpj Ina,, County of V_6 Isnn , do hereby certify that
h SI&S personally appeared before me this J' '
day of and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
SLAL
My commission expires
a
Form SW401-Wet Detention Basin O&M-Rev.4 MAY 0 1 2013 I Page 4 of 4

Permit Number: sCyB��GLS�/
(to be provided by DWQ)
Drainage Area Number: To BpAPSVZ-
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 incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not 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.4
4� MAY 0 1 2013 Page I of 4
BY:.

Permit Number:
(to he provided by DWQ)
Drainage Area Number: 2
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.
9=-([;EPVE "
Form SW401-Wet Detention Basin O&M-Rev.4 mAY 0 9 2013 3 Page 2 of 4
U

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 2_
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. if applicable)
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
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3__0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation 40.0
37.0 Ile manen Pool
--------------- -- Volume Sediment Removal Elevation 35.5
36.0 ft Min.
------------------------------------------
Sediment Bottom Elevation 34.5
Storage
FORF,BAY
Form SW401-Wet Detention Basin O&M-Rev.4
MAIN POND
lCCEI W E
MAY 0.4 2M3
Page 3 of 4
za
Storage

Permit Number:
(to he provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: ST Wooten - Burton Park Lot 4
BMP drainage area number: BMP 92
Print name: Henry D. Butts Jr
Title: Vice President
Address: 3801 Black Creek Road
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, I P IIn l e— F _ k 011 I ' h CL , a Notary Public for the State of
�a r ((.prIIi yta, County of 1/�/ 1, Is Dn do hereby certify that
flen. (3Lfis JY. personally appeared before me thisI�
day of —, I e2 l3 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires
ECEOVE'-
Form SW401-Wet Detention Basin O&M-Rev.4 MAY 0 1 2013 Page 4 of 4
BY:

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Filter Strip, Restored Riparian Buffer and Level Spreader
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.
Important maintenance procedures:
— Immediately after the filter strip is established, any newly planted vegetation
will be watered twice weekly if needed until the plants become established
(commonly six weeks).
— Once a year, the filter strip will be reseeded to maintain a dense growth of
vegetation
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the vegetation.
— Two to three times a year, grass filter strips will be mowed and the clippings
harvested to promote the growth of thick vegetation with optimum pollutant
removal efficiency. Turf grass should not be cut shorter than 3 to 5 inches and
may be allowed to grow as tall as 12 inches depending on aesthetic requirements
(NIPC,1993). Forested filter strips do not require this type of maintenance.
— Once a year, the soil will be aerated if necessary.
— Once a year, soil pH will be tested and lime will be added if necessary.
After the filter strip is established, it will be inspected quarterly and within 24 hours
after every storm event greater than 1.0 inch (or 1.5 inches if in a Coastal County).
Records of operation and maintenance will be kept in a known set location and will 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 filter strip
Trash/debris is present.
Remove the trash/debris.
system
The flow splitter device
The flow splitter device is
Unclog the conveyance and dispose
(if applicable)
clogged.
of any sediment off -site.
The flow splitter device is
Make any necessary repairs or
damaged.
replace if damage is too large for
repair.
MAY 0 1 2013
BY:
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The swale and the level
The swale is clogged with
Remove the sediment and dispose
lip
sediment.
of it off -site.
The level lip is cracked,
Repair or replace lip.
settled, undercut, eroded or
otherwise damaged.
There is erosion around the
Regrade the soil to create a berm
end of the level spreader that
that is higher than the level lip, and
shows stormwater has
then plant a ground cover and
bypassed it.
water until it is established. Provide
time and a one-time fertilizer
application.
Trees or shrubs have begun
Remove them.
to grow on the swale or just
downslo a of the level lip.
The bypass channel
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then
reestablish proper erosion control.
Turf reinforcement is
Study the site to see if a larger
damaged or ripap is rolling
bypass channel is needed (enlarge if
downhill.
necessary). After this, reestablish
the erosion control material.
The filter strip
Grass is too short or too long
Maintain grass at a height of
if applicable .
approximately three to six inches.
Areas of bare soil and/or
Regrade the soil if necessary to
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.
Sediment is building up on
Remove the sediment and
the filter strip.
restabilize the soil with vegetation if
necessary. Provide lime and a one-
time fertilizer application.
Plants are desiccated.
Provide additional irrigation and
fertilizer as needed.
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.
Nuisance vegetation is
Remove vegetation by hand if
choking out desirable species.
possible. If pesticide is used, do not
allow it to get into the receiving
water.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality focal Regional Office, or the
outlet.
401 Oversight Unit at 919-733-1786.
SCE., ;
MAY 0 1 2013
Form SWU401-Level Spreader, Filter Strip, Restored Riparian BuffcrO&M-Rev.3 Page

Permit Number:
(to be provided by DWQ)
1 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.
Project name:
BAIP drainage area number:
Print
'title
Addy
Phon
Sign;
Date
L61
Note: "rhe 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.
1, J 2.hn i e F. 0 o 11 an d , a Notary Public for the State of
y�p,4k ea✓o I t nct_. , County of gi ISDVI , do hereby certify that
iJ2nru I� . Thu E i5 J r, personally appeared before me this QC&k'
day of Qny t I 0101.'� , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal, �j � �Jp, 4 tA v,Jn
3
SLAL
My commission expires FG%ru-e ay B E C E I V E�
MAY 01 2013
BY: _
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

STATE STORMWATER:
PERMIT INFORMATION UPDATE APPLICATION FORM
There is NO FEE for updating project name or permittee information.
This form is to only to be used by the current permittee to notify the Division of. 57
1) changes to the Point of Contact (signing official) for the current permittee (LLC, Corporation, HOA or POA,
2) changes to the mailing address, phone number or email address of the current permittee;
3) changes to the name of the project; and
4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NCSOS.
A. NEW PERMIT INFORMATION
State Stormwater Permit Number: Sw8 13056 f
Are you updating
(check all that apply):
If so, please provide the updated information:
❑ Project name
❑ Corporation Name'
_
hermit Contact Name2,3
❑ Permit Contact Title
❑ Mailing Address3
❑ Phone number
[2"Email address
' Provide documentation such as a Name Change / Merger filed with the NCSOS.
Provide supporting documentation such as NCSOS filing. The permit contact's position must be in accordance
with 15A NCAC 02H .1040(1).
If more than one point of contact or mailing address is being changed, please attach a separate sheet.
B. CERTIFICATION OF PERMITTEE
I, AmzrtT the current permittee, hereby notify DEMLR that I am making the changes as listed
in Section A above. I further attest that this application for an update to the permit information currently on file is accurate
and complete to the best of my knowledge. 4- ' /
Signature: :%' C.w^ Date: 0. 4P- Ov��
Public for the State of NC ,
County of N n-c-,h , do hereby certify that _ P17121 P_ OoTT IP r
personally appeared before me this the U44-1 day of , 20 a , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
�.Q
MV N CfpN'n�� o obNc
NotarySignature 3Z �C 4r)
My commission expires - %J7 S; l; �P
,/,,CARO��
Stormwater Permit Information Update Form Page 1 of 1 May 11, 2017

DEMLR USE ONLY
Date R cei ed
Fee Paid
Permit Number
Z]
-7 as
53o8' S
0.5U
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 761)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: 5 (A) g •- 130 SO 1
2. Project name: 3i12 7'OA/ 1 VDus'TR//fy. 104RK
3. Project street address: t 0?TVAJ /watt 1361J4_wARo
City: SA I!<n.A/iL County: 0A/51-ou 1 —ZIP: .2r� 'SzQ
4. What, if any, changes have been made to the project as permitted? AIQ
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deq.nc.gov/abouUdivisionss_/energy-
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/enerqv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
Current Permit Holder's Company Name/Organization: 5 T. IA bow / C'�PPaRa rr
Signing Official's Name:
3. Signing Official's Title: I �i0x Pll�z�rl�n/T
4. Mailing Address: 170
City: IAJtLSo. / State: V C ZIP: -9 70
5. Street Address: SRO/ /�ugeil �iPt�71 /Po�an
City: VV;150r1
& Phone: ( 252 ) 290 Sol/Z Email:
JUL 6 /
ZIP : 2
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each Item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
I. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
_ 3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
Oa�d nv L
JUL 0 6 2022
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
1, & Z/,d /{oF/=itlER the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
Date: 9, (o- 20he2Q--
, a Notary Public for the State of
Nr, County of Nas h , do hereby certify
that mite personally appeared before me
this the 111-4-h day of 20-Lal-, and acknowledge the due
execution of the forgoing instrument. Witness m hand and official seal,
(Notary Seal)
Notary Signature: r-"Qrx x
My commission expires �'��J L
0EIA a.
Iva YPuWlc
My Ccvn,ti,-°enty
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

•�.
,;t��
```tttugpu uryrrprr
. �`��.visc�riy6,,,,.
-'s� ''�' � , F,un�'=
ti� La,srar�i°t'��
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� ,�
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��..;�. \

Permit No D W U 1 7JDo 1
(to be provided by DWD)
TA
WDENR
Project name
Contact person
Phone number
Date
Drainage area number
o�0p W A rf;, G
ti
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 (Pad III) must be printed, filled out and submitted along with all of the required information.
II. DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pro -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post l-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 108 vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
5/7f2013
220,414 ftz
197,065 ftz
89.41 %
1.5 in
23,550 ft'
25.657 ft'
Y (Y or N)
in
(unitless)
limitless)
irvhr
1.74 ft'Isec
1.16 ft'Isec
-0.58 it Isec
ST Woolen - Burton Park Lot 4
Jennifer Diaz, PE
OK, volume provided is equal to or in excess of volume required.
38.00 fmsl
36.50 fmsl
36.88 frost
37.00 frost
36,00 fmsl
27.50 fmsl
26.50 fmsl
1A0 it
Y (Y or N)
38.0 fmsl OK
F-coVE
May 0 9 7013
13
Form SW401-Wet Detention Basin-Rev.94118112
Lm
Pans I. a II. Design Summary, Page 1 of 2

Permit No.
(to be Prov,ded by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
19,063 flz
Area REQUIRED, permanent pool
14,224 ft
SAIDA ratio
6.45 (uniftess)
Area PROVIDED, permanent pool, As,_,,,
14,224 fit`
OK
Area, bottom of 10ft vegetated shelf, Am ,e,
11,756 fit`
Area, sediment cleanout, top elevation (bottom of pond), A, ome
1,347 ft
Volumes
Volume, temporary pool
25,657 fO
OK
Volume, permanent pool, Vp,,,,, ow
51,644 ft'
Volume, forebay (sum of forebays if more than one forebay)
11,175 ft'
Forebay %of permanent pool volume
21.6% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
MountaiNPiedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
6,45 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vp,,,, Paol
51,644 ft'
Area provided, permanent pool, A...
14,224 ft`
Average depth calculated
It
Need 3 ft min.
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A...
14,224 ft`
Area, bottom of 101t vegetated shelf, Aw, gw
11,756 ft`
Area, sediment cleanout, top elevation (bottom of pond), A, m>aa
1,347 ft
'Depth' (distance blw bottom of 1Oft shelf and top of sediment)
8.50 ft
Average depth calculated
5.20 ft
OK
Average depth used in SAIDA, d„, (Round to down to nearest 0.5h)
5.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.50n
Area of entice (if -non -circular)
in
Coefficient of discharge (Co)
0 60 (unifiess)
Driving head (Ha)
0.46 ft
Drawdown through weir
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C..)
(unitless)
Length of weir (L)
It
Driving head(H)
it
Pre -development 1-yr, 24-hr peak flow
1.74 ft'/sec
Post -development 1-yr, 24-hr peak flow
1.16 ft'Isec
Storage volume discharge rate (through discharge orifice or weir)
0.11 ft/sec
Storage volume drawdown time
2.42 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 If
OK
f'1 \ /C
CC
Length of Oowpath to width ratio
3 :1
OK
CI!V G
Length to width ratio
2,5 :1
OK
V
MAY
Trash rack for overflow S orifice?
Y (Y or N)
OK
0 9 2013
Freeboard provided
1.3 ft
OK
Vegetated filter provided?
N (Y or N)
OK
BY.
Recorded drainage easement provided?
Y (Y or N)
OK
Cagures all runoff at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
pump
Form SW401-Wet Detention Basin Rev 9-411el12 Parts m. a ram. Design Summary, Page 2 of 2

Permit
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWO)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
J c0
2
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
J�
—7
1
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
J�
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
0)
J
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
JL�
r
QC
to verify volume provided.
G 0�
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
11
t�
7. The supporting calculations.
L�
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
WAL9.
A copy of the deed restrictions (if required).
(i�41OL
0. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
y� E G lE I Vii-: 1ry,I
Form SW401-Wet Detention Basin-Rev.9.4/18112 A MAY 0 1 20B 1� �! Part III. Required Items Checklist, Page 1 of 1
BY: `l��q

Permit No. SWa mri 7 )
(16 be pmvbiid by D )
R0201C W ATFg0G
01
NC ENR r
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 (Pad III) must be printed, filled out and submitted along On all of the required information.
I. PROJECT INFORMATION
Project name ST Woolen - Burson Park Lot 4
Contact person Jennifer Diaz, PE
Phone number 919.469,3340
Date W12013
Drainage area number 2
II. DESIGN INFORMATION
Site Characteristics
Drainage area
74,052 H2
Imperiiaus area, post -development
65,340 rye
%impervious
88.24 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required 7,812 tt'
Volume provided 9,583 ft'
Storage Volume: SA Waters
1.5" runoff volume rya
Pre -development 1-yr, 24-hr runoff P
Post -development 1-yr, 24-hr runoff rye
Minimum volume required rya
Volume provided It,
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unidess)
Rational C, post -development
limitless)
Rainfall intensity: 1-yr, 24-hr storm
irVhr
Pre -development 1-yr, 24-hr peak How
0.45 H'Isec
Post -development 1-yr, 24-hr peak How
0.35 H'Isec
PrelPost 1-yr, 24-hr peak How control
-0.10 tt'Isec
Elevations
Temporary pool elevation
41.00 fmsl
Permanent pool elevation
40.00 fmsl
SHWT elevation (approx. at the perm, pool elevation)
40.26 fmsl
Top of 1ott vegetated shelf elevation
40.50 fmsl
Bottom of 10tt vegetated shelf elevation
39.50 fmsl
Sediment cleanout, lop elevation (bottom of pond)
35.50 fmsl
Sediment cleanout, bottom elevation
34.50 fmsl
Sediment storage provided
1.00 H
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
OK, volume provided is equal to or in excess of volume required.
Y (Y or N)
41.0 hnsl OK
EGEI 1
MAY 0 9 2013
�N
S. 7 /3
Form SW401-Wet Detention Basin-Rev.&41=2 — Pans I. a II. Design Summary, Page 1 of 2

Permit
fro ea arovided by Dvml
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
11,525 ft'
Area REQUIRED, permanent pool
7,752 ft2
SAIDA ratio
10.47 (unitless)
Area PROVIDED, permanent pool, A e,,, , ,
8.696 ft`
OK
Area, bottom of 1 Oft vegetated shelf, A,_,,,
7,593 ft`
Area, sediment cleanout, top elevation (bottom of pond), A„.,
2,182 ft
Volumes
Volume, temporary pool
9,583 ft3
OK
Volume, permanent pool, V, aid
21,993 ft3
Volume, forebay (sum of fombays if more than one forebay)
4,394 ft3
Forebay % of permanent pool volume
20.0% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
10.47 limitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vp,,,, "
21,993 ft'
Area provided, permanent pool, A. per,
8,696 ft`
Average depth calculated
It
Need 3 R min.
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
It
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A._,.
8,696 ft
Area, bottom of 1 Oft vegetated shelf, Ay,, ,,,,
7,593 ft`
Area, sediment cleanout, top elevation (bottom of pond), A,,_.
2,182 ft'
"Depth" (distance raw bottom of 1 Oft shelf and top of sediment)
4.00 it
Average depth calculated
3.04 It
OK
Average depth used in SAIDA, d„, (Round to down to nearest 0.5ft)
3.0 ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of onto (if circular)
1.50 in
Area of orifice (il-noncircular)
in2
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.28 It
Drawdown through weir?
N (Y or N)
Weir type
limitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
0.45 ftllsm
Post -development 1-yr, 24-hr peak flow
0.35 ft3/sec
Storage volume discharge rate (through discharge onfce or weir)
0.03 ft3lsec
Storage volume drawdown time
2.88 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
Vegetated shelf slope
3 :1
10 :1
OK
OK
C
Vegetated shelf width
10.0 ft
OK
Length of too width ratio
OK
MAY 0 9 200
Length to width rah
1.8 :1
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.5 ft
OK
f3Y-
Vegetated filter pmvided?
N (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Captures all runoff at ultimate build -out?
Y (Y or N)
OK
Dmin mechanism for maintenance or emergencies is:
pump
Fom1 SW401-Wet Detention Basin-Rev.e-4/18/12 Pads L 8 rl. Design Summary, Page 2 or 2

Permit No.
(to be provided by D WQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Sheet No.
�Initials
s
2
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
- Boundaries of drainage easement.
JL'
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure With trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
1
Jl
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
)CID
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
S L�%
/
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verity volume provided.
&l Gt'td
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
03
J�L
entire drainage area is stabilized.
'��
sec(
7. The supporting calculations.
Jcb
GC
6. A copy of the signed and notarized operation and maintenance (O&M) agreement.
N Q
9. A copy of the deed restrictions (if required).
Jc
G&Lth a
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
.".-CEWE
MAY 01 2013
Form SW401-Wet Detention Basin-Rev.9-4/18/12 V
y
Part III. Required Items Checklist, Page 1 of 1
cy:

State Stormwater Management Systems
Permit No. SW8 130501
Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation
Stormwater Permit No. SW8 130501
Onslow County
Designer's Certification
Jennifer Diaz, PE , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
Burton Industrial Park - Concrete Plant for S.T. Wooten Corporation
(Project)
for S.T. Wooten Corporation (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 specifications:
Signs
Regis
Date
This certification is for the following items:
-BMP #1
-BMP #2
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 130501
Certification Requirements:
JCD 1, The drainage area to the system contains approximately the permitted acreage.
JCD 2 The drainage area to the system contains no more than the permitted amount
of built -upon area.
JCD 3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
JCD 4. All roof drains are located such that the runoff is directed into the system.
JCD 5. The outlet structure elevations are per the approved plan.
JCD 6. The outlet structure is located per the approved plans.
JCD 7. Trash rack is provided on the outlet structure.
JCD 6. All slopes are grassed with permanent vegetation.
JCD 9. Vegetated slopes are no steeper than 3:1.
JCD 10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
JCD 11. The permitted amounts of surface area and/or volume have been provided.
JCD 12, Required drawdown devices are correctly sized and located per the approved
plans.
JCD 13. All required design depths are provided.
JCD 14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
JCD 15. The required system dimensions are provided per the approved plans.
JCD 16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Onslow County Building Inspections
Page 8 of 8

RESOLUTION
REGARDING THE' LOCATION OF A BUSINESS IN ONSLOW COUNTY
BOARD OF COMMISSIONERS
COUNTY OF ONSLOW, NORTH CAR'OLINA
WHEREAS, the County of Onslow (hereinafter "the County"), is the owner of a 10 acre
parcel of land (a portion of Lot 4) located is Burton Industrial Park, Burton Park Blvd.,
Jacksonville Township, County of Onslow, North Carolina and within the jurisdiction of the
County (hereinafter "the Site');
WHEREAS, the Burton Industrial Park was established to assist the County in the public
purpose of promoting economic development;
WIHi RE AS, S.T, Wooten Corporation, a North Carolina corporation , (hereinafter "the
Company") has made a Two Hundred Thousand Dollars ($200,000) cash offer to purchase the
Site for the relocation and expansion of its business within the County in consideration of a five
year option ( hereinafter "the Option") to purchase an approximately 30 acre parcel of land
located on the Hines Farm Road side of the main wetlands drain the bisects the Burton Industrial
Park at the fair market value of Twenty Thousand Dollars ($20,000) per acre, less Two Hundred
Twenty Thousand Dollars ($220,000) and modification of restrictive covenants;
WHEREAS, upon exercise of the Option, the Site would revert to the County;
WHEREAS, pursuant to North Carolina General Statutes Sections 153A-149, 153A-449
and 158-7.1, the County may acquire and develop land for an industrial park, aid and encourage
the location of industrial and commercial plants in the County and convey such property, and
the County and the Company may enter into an agreement in connection therewith;
WHEREAS, the Company has committed to invest another One Million Eight Hundred
Thousand Dollars ($1,800,000) in taxable business personal property at the Site to improve the
Site for location of a ready mix concrete plant and relocation of a recycling operation, trucks and
other business personal properly within the next 12 months;
WHEREAS, the Onslow County Tax Administrator estimates that the location of the
Company in the County will generate approximately Fifty Thousand Four Hundred and Twenty
Seven Dollars ($50,427) in tax revenues over the next five years;
WHEREAS, the Company has committed to creating six new jobs within the County
within the next six months at an expected average weekly wage of Six Hundred Twenty -Three
Dollars ($623);
WHERE, AS, if the Option is exercised, the Company desires to expand its operations
within the Burton Industrial Park within the next five years include an asphalt plant and
potentially add three new jobs;
WHEREAS, the County finds that in order to aid and encourage the relocation and
expansion of the Company in Onslow County, North Carolina, to stimulate the local economy
and to promote business, it is necessary and desirable to contract for sale of and improvements to
the Site;
WHEREAS, the County finds that the real property which is to be conveyed has a fair
market value of not more than Twenty Thousand Dollars ($20,000) per acre;

WHEREAS, the Executive Committee of Jacksonville Onslow Economic Development
has endorsed the Company's proposal as a significant economic benefit to the County;
WHEREAS, the County finds that the consideration the/ receives, based on the
purchase price of the Site, prospective tax revenue from the improvements to the Site and
location of business personal property at the Site and prospective sales tax revenues to be
generated in the area in the next five years, due to relocation of the Company within the County
and the Site improvements, will be equal to or greater than the value of the property conveyed to
the Company;
WHEREAS, the County finds that the location and expansion df the Company within the
County and the transfer of the property and Site improvements will increase taxable property,
and increase business prospects in the County of Onslow, as well as result in additional jobs in
the County that pay at or above the median average weekly wage of the County; and
WHEREAS, pursuant to Article 1, Chapter 158 of the North Carolina General Statutes,
the County has duly advertised and conducted a public hearing; and
WHEREAS, a form incentive agreement between the County and the Company was
presented in connection with the proposed transfer of the Site.
NOW THEREFORE, THE BOARD OF COMMISSIONERS OF THE COUNTY
OF ONSLOW DOTH RESOLVE AS FOLLOWS:
1. That the County hereby authorizes conveyance of the Site to the Company, pursuant
to North Carolina General Statutes Section 158-7.1.
2. That the County hereby approves the form of the Incentive Agreement stated above to
have been presented to the Board of Commissions at this meeting, and the Chairman
and Clerk to the Board are hereby authorized to execute, attest and deliver the
Incentive Agreement and all documents anticipated by the Incentive Agreement to
which the County is party, in any number of signed counterparts, for and on behalf of
the County in substantially such forms, with such changes therein, additions thereto
and omissions therefrom as the Chairman, the Clerk to the Board and the County
Attorney shall approve not inconsistent with the Incentive Agreement and this
Resolution.
3. That this Resolution shall take effect upon its passage.
ADOPTED this the 6th day of May, 2013.
Onslow County
Board of Commissioners
lC0m4f,,
d ram:
0. 2 :
Paul Buchanan, Chairman
ST:
�ob•.oNa�4 ��
rinU/
4JUS,and,
Cleric to the Board

`I (Page 1 or 3)
lnYa
p9rarrftoo Yfl
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5-::)7-13
ons
This deed presented to
The 0 Ie Co T tflce
Oates ' IberkoJ�
This instrument prepared by
FRANK W. ERWIN, ATTORNEY
825 Gum Branch Rd., Suite 115
Jacksonville, NC 28540
MAIL AFTER RECORDING
TO GRANTEE
CAROLINA
ONSLOW COUNTY
I�IB�10101011119118
roc ta: Ot09WO2000J rayy.: CRPa.cord.d: O6/79/201J a 12:11:57 PM
Fu = {42e.00 P.e. 1 of 8
Rw.nu. T.z: pao.00
on.lav County NO
a.b.... L. Poilvd 8.q. of and.
BK3992 Po971-973
Index Description: Lot 4 Burton Park (MB66 P t38)
Tax Stamps $ 400 -0D
Tax Parcel # S23O — IL . 1
File #R 17907
SPECIAL WARRANTY DEED
7'JuS DEED, made lhis.23� day of MAY, 2013, by and between ONSLO W COUNTY, a North
Carolina Political Subdivision, hereinaRercalled Grantors, whose mailing address is S.T. W OOTEN
CORPORATION, a North Carolina Corporation, hereinafter called Grantee, whose permanent
mailing address is PO BOX 2408, WILSON, NC 27894.
Thedesignation GrantoramiGrantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable considemtiun paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Greater; in fee simple, all of that certain lot or parcel of land situated in Jacksonville Township,
Onslow County, North Carolina and more particularly described as follows:
Being all of that I0.00 acre tract as shown on that plat entitled "BURTON
INDUSTRIAL. PARK LOT 4" as recorded in Map Book 66, Page 138, Onslow
County Registry.
ER W IN & SIM PSON Attorneys, PI.LC -Telephone: [phone]
825 Gum Drench Road, Suite 115, Jacksonville, NC 28540
Book: 3902 Page: 071 Page 1 of 3
Book: 3992 rose: 971 8": 1

Own 2 or n
TO I IAVE AND TO I IOLD the aforesaid tot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as
Grantor received, and Grantor will warrant and defend the title against the lawful claims of all
persons claiming by, under or through Grantor, except for the exception thereinafter stated.
Title to the property hereinabove described is subject to the following exceptions: Restrictive
Covenants recorded in Book 3068, Page 713, and amended in Book3, , Pagegba-990
IN WITNESS WHEREOF, as the above date, Grantor (whether person, corporation, limited liability
company, general partnership, limited partnership, or other entity) has signed this instmment in the
ordinary course of business, by the signature(s) below if its duly authorized mpresenlalive(s), us the
act of such entity.
N/A If initialed, die property includes the primary residence of at (east one of the Grantors,
otherwise, note as N/A. (per NC GS § 105-317.2)
ONSLOW COUNTY BOARD OF COMMISSIONERS
v\�\\gUtllll/l//m
b`���JaZY Ooyp� By: Q�YL-
r soPAUL BUCHANAN, CHAIRMAN
o = a
o " �0.MQ
AfR49ba3
VIA ON
ON
Clewto the Board of Commissioners
RRW IN & SIMPSON Attorneys, PI.I.0 - Telephone: [phone]
825 Gum Branch Rood, Suite 115, Jacksonville, NC 28540
2
Hook: 3092 Page: 971 Page 2 of 3
feet: 3992 Page: 971 8": 2

(Papa 3 of 3)
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
WLV4K , a Notary Public of the county and state aforesaid, certify that Julie S
Wand, personally came before me this day and acknowledged that she is the Clerk to the Board for
Onslow County, and that by authority duly given and as the act of the Hoard, the foregoing
instrument was signed in its name by its Chairman, sealed with the corporate seul and attested by
herself as its Clerk.
WITNESS my hand and seal, this the _?I_ day of 201
NOTARY PUBLIC s
My commission expires: q 13I kq • Y
,- puetiaw
.ra
RADEFDS\W DSPECTRM(010693)081802\RF-V01050610212094evO91409
K:\ONStAW COUNrvIOURTONPARK\2013 to 4 ST Wpptm MSTWC IABP SPF.CWO 052213.aad
R 17907
ERW IN & SIMPSON Attorneys, PLLC - Telephone: [phone]
825 Gum Branch Road, Suite I15, Jacksonville, NC 28540
3
Book: 3992 Page: B%1 Page 3 of 3
nook: 3992 Pepe: 971 Do, 3

(Page 1 of 3)
}�+ 52oq cr MOort. '•
sNar„vm.1�Sm BOON 1365pdGE 322
SPECIAL WARRANTY DEED THIS DOCUMENT PRESENTED -
C� R.E. No. SN1-CPV15 25 IN IQ 13 PATE c.'T�Ohrco 2n F, 19
` THIS INDENTURE, made this 22nd day of April• A.D., 1997. between am w1NCOCK LU143 &k11
MUTUAL LIFE INSURANCE COMPANY, a corporation duly organized under the laws of the
Commonwealth of Massachusetts and having its principal place of business at 200
Clarendon Street, Boston, Massachusetts 02117 (Grantor), and ONSLOW COUNTY, a North
Carolina political subdivision, (Grantee).
WITNESSETH, That the Grantor, for the sum of Ten and OO/IOD 010.00)
Dollars. and other good and valuable consideration, to it paid by the Grantee, the
receipt of Mich is hereby acknowledged. has GRANTED. SOLD and CONVEYED, and by
these presents does GRAM. SELL and CONVEY unto the said Grantee the following land
and the standing timber located thereon, (Premises), situated in Dnslow County.
North Carolina, being more particularly described to Exhibit 'A' attached hereto and
by this reference made a part hereof.
The Premises described hereunder are hereby conveyed 'as 1s.' by the tract and
rot by the acre, the acreage not being guaranteed by the Grantor, and are also
'conveyed subject to encumbrances of record: current and subsequent taxes; leases or
the rights of any tenants or lessees, parties in possession: all outstanding mineral
rights or reservations, oil. gas or mineral leases; water districts, water rights;
restrictions or reservations; roadways, rights -of -way. easements: any contracts
purporting to limit or regulate the use. occupancy or enjoyment of said Premises;
and all other matters which an accurate, current survey or Inspection would Show
applicable to or affecting said Premises.
TO HAVE AND TO HOLD the above -described Premises, together with all and singular
the rights and appurtenances thereto in anywise belonging. unto the said Grantee.
its successors and assigns. forever.
And Grantor does hereby warrant and forever defend all and singular the said
Premises unto the Grantee. its successors and assigns, against every person
whomsoever lawfully claiming or to claim the same or any part thereof by, through or
under it, except as aforesaid, but against none other.
IN WITNESS WHEREOF• on the day and year first -above written the Grantor. has
caused its corporate seal to be hereto affixed and these presents to be .signed in
Its name and behalf by Christopher M. Ford. a Vice President of HamOck Natural
Resource Group. Inc., its investment manager, duly authorized to act un Grantdh's
behalf by virtue of a resolution of the Board of Directors of Grantor.
JOHN HANCOCK MUTUAL LIFE INSURANCE COMPANY
BY: Hancock Natural Resource Group. IK.
A.
,.;OdscY P by oborn. Secretary /•Xro•}- o•eeid•,,•t
STAMPS:
$1,250.00
COMMONWEALTH OF MASSACHUSETTS )
) ss.
COUNTY OF SUFFOLK )
1, Maria L. DeAndrade, a Notary Public in and for said Commonwealth, hereby
certify that personally came before me this day and
acknowledged that heat he is � Secretary of Hancock Natural Resource Group.
` Inc., the duly authorized Investment manager of JOHN HANLOCK MUTUAL LIFE INSURANCE
COMPANY, a Massachusetts corporation. and that by authority of the Board of
Directors of John Hancock Mutual Life Insurance Company. the foregoing instrument
Page 1 of 2
0
•
0
CEUVE
MAY 01 2013
BY:
Book: 1365 Page: 322 Seq: 1

(Page 2 3f 3)
n
9
BOOK 1365PAGE 323
was signed and sealed an behalf of John Hancock Mutual Life Insurance Capon by
Christopher M. Ford, Vice President, and attested to by himself as Assistant
Secretary of Hancock Natural Resource Group, Inc.
WITNESS My hand and notarial st r seal jhls 2 day o 11, 1997.
(SEAL) Mar a L. GeArldrade. Note tc
ttd Conuiisslan Expires:
SeaertOAr. 19.� 2003
5ia, ?-5_fI,d50.e
[alum
STATE OP
INA>Ea0STATE OP NORTH C-L).4
eO WUDOC W� C Ant
CA
STATx OP 4TATE ciao rlUl
NORTH ARO'E)NA $50.00
_".`F.11J NORTH eA
n
• as x uae rea
s500.00 $100.00
Ties lnsfimR;rn was prepe:ed b'/ .
JOHN )UUiCOCH MUTUAL MIF INSURATICE COMPAW
John li m*Ck q„ P.O. ?ua 111. eoston, 1AA 02117
Page 2 of 2
AFTER RECORDING PLEASE RETUR!' I
THIS DOCUMENT TO THE GRANTEE AT
THE ADDRESS SHOWN HEREIN
E G E R dB' E-)
` MAY 0 1 2013
GY:
Book: 1365 Page: 322 Beg: 2

(Page 3 3P 3)
... 900K.13G5pan 324
EXHIBIT 'A'
PARCEL I (MAP MD. 103)
All that certain tract or parcel of land shown on a map of property of
International Paper Company entitled 'J.B. Dawson Tracy. surveyed by Henry M.
Martin in May. 1955. Said tract contains 493.45 acres. Dore or less ant is the very
same tract conveyed to International Paper Company by Cape Fear Mood Corporation by
deed recorded in Book 248 at Page 403 of the Onslw County Register of Deeds.
PARCEL 11 (MAP NO. 188)
All that certain tract or parcel of land sham an a map of property of
International Paper Company entitled "M. D. Burton Tract-, surveyed by V. W.
Herlevich 1n August, 1964. Said tract contains 137.05 acres, more or less and is
the very same property conveyed to International Paper Company by N. Dalton Burton
and wife, Grace H. Burton by deed recorded in Book 318 at Page 482 of the Onslw
County Register of Deeds.
BEING those portions of the Premises identified as Tract No. 53 (Map No. 103) and
Tract No. 62 (Map MD. 118) in that Deed to Grantor dated March 30. 1993. recorded in
the Office of the Register of Deeds for the County of Onslw, State of North
Carolina, in Book 1102. Page 392.
TOGETHER WITH, but without recourse, warranty or agreement of any kind or nature
being given by Grantor as to the adequacy. availability or entitlement thereof or
thereto, all of Grantor's right, title or interest in and t0 all sand and gravel
remaining on, in and under the above -described premises. under that certain Deed and
Surface Use Agreement dated March 30, 1993. recorded with said Onslow County
Registry in Book 1102, page 429.
SUBJECT TO all rights and reservations of Grantor and all duties and obligations of
Grantee as more specifically set forth in the aforesaid Deed and Surface Use
Agreement.
Mane Cwlalnt4 Owwa ramp Naria L. DeAndrade
n mwyrawma.w)r
N..A.) h w (n) .4.a . 4 Taw Wm - .. V« la -&.n o nmrea w eau tl w
MI 1164h • 32r Tw nth ",d Ap,41
Il , tl d.l A _ u,
ir....a... • r..r ��IA+
41
MAY 0 1 2013
GY:
Book: 1365 Page: 322 seq: 3