SW8990929_CURRENT PERMIT_20231030

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW800 qMq
DOC TYPE D CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE W3 16
YYYYMMDD

a NTA
ROY COOPER
Oovemor
ELIZABETH S.BISER
secretory
WILLIAM E.TOBY VINSON,JP NORTH CAROLINA
InterLn Director Environmental Quality
October 301,2023
Jones Brothers Partnership, LLP
Attn: Donnie Jones, Managing Partner
501 Banks Lane
Newport,NC 28570
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8990929
Jones Brother Industrial Park
Carteret County
Dear Mr. Donnie:
Effective August 1,2013,the Post-Construction Stormwater Management Program has been transferred from the
Division of Water Quality("DWQ")to the Division of Energy,Mineral and Land Resources ("DEMLR"). All
previous references to DWQ will remain in older permits issued prior to August 1,2013 until they are modified.
Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit.
On August 5, 2009,the Governor signed Session Law 2009406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1,2008, and December 31,2010. The law extended the
effective period of any permit that was set to expire during this time frame to three(3)years from its current
expiration date. On August 2, 2010,the Governor signed Session Law 2010-177,which granted an extra year for
a total of four(4)years extension.
The Division of Energy,Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on October 30'", 2023. The Division is hereby notifying you that permit SW8990929 has been
renewed, updated, and re-issued on October 30t", 2023,as attached. 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 December 4'",2030, which includes all available extensions, 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 (if a 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.
If you have any questions concerning this permit, please contact Logan Inman in the Wilmington Regional Office,
at(910)796-7215 or [e-mail].
Sincerely,
�/�A
William E. Toby Vinson, Jr., PE,CPM, Interim Director
Division of Energy,Mineral and Land Resources
Ir D w Q'_ North Carollna Department of Environmental Quality I Divlslon of Energy.Mineral and land Resources
Wilmington Regional Office 1127Cardinal Drive Extension I Wilmington,North Carolina 28405
e+^'meura.,e+mq� 910.796.7215

State Stormwater Permit No.SW8 990929
Page 2 of 2
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
copy of the Renewal Application Documents
DES/lwi: \\\Stormwater\Permits&Projects\1999\990929 HD\2023 10 permit 990929
cc: Wilmington Regional Office Stormwater File
D_E WA0%, North Carolina Department of Env ronmental Quality I Division of Energy,Kneral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington.North Carolina 28405
®-ma.� 910.796.7215

State Stormwater Management Systems
Permit No. SW8 990929
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Jones Brothers Partnership, LLP
Jones Brothers Industrial Park
100 Bateau Boulevard, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of Title 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and 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 rescinded December 4t", 2030, 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
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The subdivision is permitted for 9 lots, each
limited to a maximum amount of built-upon area as indicated in Section 11.11 (f) of this
permit.
Page 1 of 8

State Stormwater Management Systems
Permit No. SW8 990929
3. The runoff from all built-upon area within the permitted drainage areas of this project
must be directed into the appropriate permitted stormwater control system.
4. Each lot within the subdivision whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division and receive a permit prior to any construction on the lot.
5. The built-upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
6. The following design elements have been permitted for the wet detention pond
stormwater facilities and must be provided in each system at all times.
Pond 1 Pond 2
a. Drainage Area, acres: 12.91 11.40
Onsite, ftZ: 562,213 496,731
Offsite, ftZ: 0 0
b. Total Impervious Surfaces, ftZ: 505,992 446,793
Lot 1: 0360,000 0
Lot 2: 145,992 0
Lot 3 : 0 74,470
Lot 4 : 0 23,600
Lot 5 : 0 67,946
Lot 6 : 0 112,395
Lot 7 : 0 60,470
Lot 8 : 0 53,440
Lot 9 : 0 54,472
Offsite: 0 0
C. Average Pond Design Depth, feet: 5.0 5.0
d. TSS removal efficiency: 90% 90%
e. Design Storm, inches: 1.0 1.0
f. Permanent Pool Elevation, FMSL: 10.0 10.0
g. Permitted Surface Area @PP, ftZ: 39,118 39,118
h. Permitted Storage Volume, ft3: 40,441 35,883
i. Temporary Pool Elevation, FMSL: 10.93 10.83
j. Predevelopment 1 year 24 hour: NA N/A
k. Post development 1 year 24 hour: NA N/A
I. Controlling Orifice: YO pipe 3"0 pipe
m. Permanent Pool Volume, ft3: 206,807 206,807
n. Forebay Volume, ft3: 40,235 40,235
o. Maximum Fountain Horsepower: 3/4 3/4
OO Of the 360,000 square feet of BUA proposed for Lot 1, 121,397 square feet is currently
existing, leaving 238,603 square feet available for future development in the
"developable area"of Lot 1.
7. The Receiving Stream and River Basin for both Pond 1 and Pond 2 is the Newport River
in the White Oak River Basin. The Stream Index Number is 21-(1) and it is classified
"SC".
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 990929
II. SCHEDULE OF COMPLIANCE
1. The permittee is responsible for verifying that the proposed built-upon area for the entire
lot does not exceed the maximum allowed by this permit. Once the lot transfer is
complete, the built-upon area may not be revised without approval from the Division.
2. If an Architectural Review Board or Committee is set up by the permittee to review plans
for compliance with the BUA limit, the plans reviewed must include all proposed built-
upon area. Any approvals given by the Board do not relieve the permittee or the
homeowner of the responsibility to maintain compliance with the permitted BUA limit.
3. 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.
4. 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.
5. 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.
6. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
7. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at the design
condition. 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 re-vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
8. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions were
taken.
9. The permittee shall submit to the Division an annual summary report of the maintenance
and inspection records for each BMP. The report shall summarize the inspection dates,
results of the inspections, and the maintenance work performed at each inspection.
10. The facilities shall be constructed, operated and maintained in accordance with the
provisions of this permit, the approved plans and specifications, and the supporting
documents attached to this permit and on file with the Division.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 990929
11. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 990929, as issued by the Division
under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Department of
Environmental Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f. The maximum built-upon area per lot, in square feet, is listed below:
Lot# Max. BUA Lot# Max. BUA Lot# Max. BUA
1 360,000 4 23,600 7 60,470
2 145,992 5 67,946 8 53,440
3 74,470 6 112,395 9 54,472
This allotted amount includes any built-upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales and
directing them into the pond or street. Lots that will naturally drain into the system
are not required to provide these measures.
h. Built-upon area in excess of the permitted amount will require a permit
modification.
i. Each lot within the subdivision whose ownership is not retained by the permittee,
must submit a separate Offsite Stormwater Management Permit application
package to the Division and receive a permit prior to any construction on the lot.
j. If permeable pavement credit is requested, the property owner must submit a
request, with supporting documentation, to the permittee and receive approval
prior to construction of BUA.
12. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
contain all of the statements above, the signature of the Permittee, the deed book
number and page, and the stamp/signature of the Register of Deeds.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 990929
13. 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.
14. 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.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by the Division
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
16. 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 both ponds is 3/4 horsepower.
17. 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 5 of 8

State Stormwater Management Systems
Permit No. SW8 990929
III. 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.
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.
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 990929
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.
f. 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 and reissued this the 30th day of October 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,�;William Toby 'Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 990929
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 990929
Master Permit No. SW8 990929
Lot#from Drains to Allocated Proposed
Master Pond # Offsite Permit No. Date Issued Offsite Project Name BUA BUA
Permit
1 1 D360,000
2 1 SW8 090624 11/19/2009 Lot 2 Jones Brothers 145,992 145,992
Business Park
3 2 74,470
4 2 23,600
5 2 67,946
6 2 112,395
7 2 60,470
8 2 53,440
9 2 54,472
ONote that Lot 1 already has 121,397 sf of existing BUA, leaving 283,603 square feet available
for future development.
Page 8 of 8

State Stormwater Management Systems
Permit No. SW8 990929
Jones Brothers Industrial Park
Stormwater Permit No. SW8 990929
Carteret County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 1 of 2

State Stormwater Management Systems
Permit No. SW8 990929
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, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDEMLR-DEQ Wilmington Regional Office
Page 2 of 2

Attachment C-Permitting History
!ones Brother Industrial Park
Permit No.SW8990929
Approval Permit Action 'RIMS "' Description of the Changes
Date Version
Original construction,operation and maintenance of a 25% low density development in
11/19/1999 Approval 1.0 compliance with the provisions of 15A NCAC 2H .1000. covers the construction of
121,397.3 square feet of built-upon area.
construction, operation and maintenance of two(2)wet detention ponds in
compliance with the provisions of Title 15A NCAC 2H .1000.The subdivision is
permitted for 9 lots. Lot#Allowable Built-upon Area(square feet)
1 360,000
12/4/2008
Major 2 145,992
1.1
Modification 3 53,440
4 54,472
5 67,946
6 112,395
7 60,470
8 23,600
9 74,470
The lot numbering shown on the approved plan differed from what was recorded in
the deed restrictions so a plan revision was submitted on March 1, 2010, to clear up
the discrepancy. Additionally,the following clarifications were made: 1)the
4/6/2010 Plan Revision 1.2 identification of which lot drains to which pond;2)the BUA total for Pond 2 was
adjusted to account for an addition error; and 3)noted that Lot I has 121,397 square
feet of existing BUA which leaves 283,603 square feet for future development on
Lot 1.
10/30/2023 Renewal 2.0 Expires: 12/4/2030
Page 1 of 1

1 A
Permit Number: SW g `!g0 q 2 i
(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 sputter 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.
Form SWU40I-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 1 of 3

-1 S w8 490 9 2 g n-sor,
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
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e 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 time 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 local Regional Office,or the
outlet. 401 Oversight Unit at 919-733-1786.
Fonn SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

Permit Number: 5!Arf 9902-7 ✓r/D!J
(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.
Project name: r_1 o ne S ete d U S�I(1 zI PA W I�
�
BMP drainage area number: ,1
Print name: _hbY\n I'P, _\ toe S
s
Title:
Address: 0
i
Phone:
Signature: i/
Date:
%
Note: Th .gal responsible party should not be a homeowners association unless more than 50%of
the ots ve been sold and a resident of the subdivision has been named the president.
I, 1� >✓ .s i"t /�t Ogs;! a Notary Public for the State of
(°,g-eo 1; 4g , County of do hereby certify that
personally appeared before me this �-9
day of �o��ub, and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
Gp���
SEAL !r
My commission expires
�dk.✓ �. ✓��ta G�
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

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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-
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
lime and a one-time fertilizer
application.
Trees or shrubs have begun Remove them.
to grow on the swale or just
downslo e 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 local Regional Office,or the
outlet. 1 401 Oversight Unit at 919-733-1786.
Form SWU401-Level Spreader, Filter Strip, Restored Riparian Buffer O&M-Rev.3 Page 2 of 3

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 anyI� changes to the system or responsible party.
Project name: 70�.S fd7 D t V1CXS X y; a C'Q I
BMP drainage area number: Z
Print name: "b O YA n 1 ti Ss t✓S
Title:
Address: 85 Phone:
Signature:
Date:
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.
M - a Notary Public for the State of
County of do hereby certify that
Jw.ya:C- ue S personally appeared before me this
day of , and acknowledge the due execution of the
forgoing filter strip, riparian buffer, and/or level spreader maintenance requirements.
Witness my hand and official seal,
�%%k%i GRAD
Cl, PUO;
' A oJ�.
', TEREI
'''rrrnnN��
SEAL
My commission expires Je /d
Form SWU40I-Level Spreader,Filter Stnp,/Restored Riparian Buffer O&M-Rev.3 Page 3 of 3

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},. ;.�,.
?::a`:r
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is
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Perini[Number:
Sw S 9109 29 nsoD
(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 r7 does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does Xdoes 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. I approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 1 of 4

Permit Number: -< 8 990729 pk aD
(to be provided by DWQ)
Drainage Area Number: I
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 s ra in .
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

�1
-
PermitNumber: $td$ 490425 MLD
(to be provided by DWQ)
Drainage Area Number: T
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
accumulated sediments.
When the permanent pool depth reads�_feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads Q_feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation
Sediment Removal 3.a -7 Pe anen Pool
-------------- -- Volume Sediment Removal Elevation Q IO Volin
Bottom Elevatio Z. . -ft Min.
------------------------------------------- ----
Sediment Bottom Elevation — 1-ft
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number: SW8 7IOCf 2-9 r 4D
(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.
Project name:
BMP drainage area number: I '
Print name: db0 r) n 12j b1 • �o:np s
Title:
Address: Cat 5
Phone: Z�
Signature:
Date:
Note: The legally re ns' le arty should not be a homeowners association unless more than 50%of
the lots have en sol and a resident of the subdivision has been named the president.
allotary Public for the State of
County of �Q�1FJtC 1 do hereby certify that
personally appeared before me this
day of and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

Permit Number: Sr 8 9 9Og 22) M o O
(to be provided by DWQ)
Drainage Area Number: L
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):
El does Wl does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does 9 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.3 Page I of 4

Permit Number: sw8 01I D9 29 Moo
(to be 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.
Form SW401-Wet Detention Basin O&M-Rev.3 Page 2 of 4

1
PennitNumber: 5W9 91O929 mO7'>
(to be proXided by DWQ)
Drainage Area Number: L
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
accumulated sediments.
When the permanent pool depth reads feet in the main pond, the
sediment shall be removed. `7
When the permanent pool depth reads I feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
ill in the blanks) '1//,l
0 ^7 Permanent Pool Elevation L
Sediment Removal 3,O / I Pe anen Pool l Uo�lu
-------------- -- Volume Sediment Removal Elevation Bottom Elevatio ----- - - - ----------ft Min.Sediment Bottom Elevation
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.3 Page 3 of 4

Permit Number: J5'W9' 9411921 ✓yam
(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.Project name: JO f)eS 'c�
BMP drainage area number:
Print name:
Title: m
Address: S0 e UVC 08513
Phone: 2
Signature:
Date: c
Note: The legally re le p shout of be a ho ners association unless more than 50%of
QQthe lots have a rensold and a resi subdivision has been named the president.
1, /Jrea, rr/ /Mules a Notary Public for the State of
C, , County of ��r� do hereby certify that
personally appeared before me this
Jz-
day of C' Be , and acknowledge the due execution of the
forgoing wet detention bas' -maintenance requirements. Witness my hand and official
seal,
�t !/
SEAL
My commission expires
Form SW401-Wet Detention Basin O&M-Rev.3 Page 4 of 4

i'
DEMLR USE ONLY
Date Reg d Fee Paid Permit Number
a o—
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 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION `'' pQ p / n Q
1. State Stormwater Permit Number: S W o ( ! lJ %�_ /
2. Project name: —To.VE5 _9"7- r e S _f_Alll)t"M F- L ?A�ek,
3. Project street address: SOD R^,CA&_ !l Vb-
City: MDCEHGAL) ( Irl-LI , /V Lyn County:
4. What, if any, changes have been made to the project as permitted?
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: htti)s://deg.nc.gov/abouUdivisions/enerav-
m i ne ral-la nd-resources/energy-mineral-I a nd-ru I es/stormwater-prop ram/post-construction.
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/abouUdivisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: ToA)Es PS /H2A*,e5grp LLP
2. Signing Official's Name: nALdZE , rTNF5; rr
3. Signing Official's Title: MMvA(°rrUrr f RjzTUFi2, .7EGZ57_Z&4FD 6' VT
4. Mailing Address: rilll F,A>vK5 kwr-
City: l4wevAr. A9,C . State: Alf 6- ZIP : 'W0
5. Street Address: SD l PAn/KS L sJN E
City: /UK_uo pop r _State: . ZIP : S�fQ
6. Phone: (,LJJ) P��ouFs ¢en+szsHae
� S�- 2{lo- /49soKC;ee
OCf 17 2023
i�Stormwater Permit Renewal Form Page 1 of 3 May 11,2018

,1
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/ORW). 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
f. 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
��►�y� \ and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
V� 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
AL 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. N°T tont'���
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
",O V E
OCT 27 2023
Stormwater Permit Renewal Application Form Page 2 of 3 May 11,2018

I '
D. PERMITTEE'S CERTIFICATION
I, DenrvrE fN.Jo jo', r// , 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 sub ' the pr a orms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownefship i mati n provided on this permit renewal application is, to the best of my
knowledge, correct and co pl
r
Signature: Date:
l� 25�20 2
NOTA ZATION: n nn /
I, Q 171 ' h./ a Notary Public for the State of
N r. County of cgrkfl-l°�- , do hereby certify
that Do"'VrE If. .TONES, personally appeared before me
this the z6 day of l�( IroF}PFi>' 20-U—, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notezma
ton
y
Nota /
My commission expires 1Lf It o 2
ECEIVE
OCT 2 7 2023
Stonnwater Permit Renewal Application Form Page 3 of 3 May 11,2018

. ` ,
:)rinc ?l•r dm
,.
•2,

Permit No.SWp /g6gZ5 MOL)
Ito be provided by DWQ)
®�� W A TFgOG
NCDENR C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM S
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.
1. PROJECT_INFORMATION
Project name JONES BROTHERS INDUSTRIAL PARK
Contact person RONALD D.CULLIPHER,PE
Phone number 252-247-7479
Date 19-Sep-08
Drainage area number WETPOND NO.1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 562,213.00 f1'
Impervious area 505,992.00 ft3
%impervious 90.00
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 40,292.00 ft'
Volume provided 43,632.00 ft'
Storage Volume: SR Waters
1-yr,24-hr runoff depth NIA in
Pre-development 1-yr,24-hr runoff NIA ft,
Post-development 1-yr,24-hr runoff NIA ft3
Minimum volume required #VALUE! its
Volume provided N/A ft'
Peak Flow Calculations
1-yr,24-hr rainfall depth N/A in
Rational C,pre-development NIA (unitless)
Rational C,post-development N/A (unitless)
Rainfall intensity:1-yr,24-hr storm N/A in/hr
Pre-development 1-yr,24-hr peak Flow N/A ft3/sec
Post-development 1-yr,24-hr peak flow N/A ft3/sec
Pre/Post 1-yr,24-hr peak flow control #VALUE! ft'/sec
Basin Elevations
Basin bottom elevation -1.00 It
Sediment cleanout elevation 0.00 ft
Bottom of shelf elevation 9.50 It
Permanent pool elevation 10.00 It
SHWT elevation 9.00 ft
Top of shelf elevation 10.50 It
Temporary pool elevation /6,9?j -11 It 4-(o-/0 Art-(_
Forth SW401-Wet Detention Bashi-Rev.4 Parts I.S II.Design Summary,Page 7 of 2

i Permit No. _ Ws qqoqvi
,- (to be provided by DWQ)
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 5.62 (unitless)
Surface area at the bottom of shelf 34,827.00 ft' S I4 Q
Volume at the bottom of shelf 188,321.00 ft' 4 V
Permanent pool,surface area required 31,590.00 fe
Permanent pool,surface area provided 39,118.00 ft' OK
Permanent pool volume 206,807.25 ft'
Average depth for SA/DA tables 5.29 ft OK
Surface area at the top of shelf 44,240.00 fit'
Volume at the top of shelf 227,646.75 ft'
Forebay volume 40,235.25 ff'
Forebay%of permanent pool volume 19.46 % OK
Temporary pool,surface area provided 46,330.46 ft'
Drawdown Calculations
Treatment volume drawdown time 3.55 days OK
Treatment volume discharge rate 0.13 ft'/S
Pre-development 1-yr,24-hr discharge N/A ft'/s OK
Post-development 1-yr,24-hr discharge N/A ft'/s OK
Additional Information
Diameter of orifice 3 in
Design TSS removal 90 %
Basin side slopes 3.00 :1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of fiowpath to width ratio 3.30 :1 OK
Length to width ratio 3.30 :1 OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided 1.00 ft OK
Vegetated filter provided? N (Y or N) Design must be based on 90%TSS removal
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? " Y (Y or N) OK
Drain mechanism for maintenance or emergencies PUMP
Form SW401-Wet Detention Basin-Rev.4 Parts I.&II.Design Summary,Page 2 of 2

Permit No. �W 8 L OS'2"I
(to be provided by DWQ)
� 1
®M o2O�wATF9O`
NCDENR ��C
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT 13
This form must be filled out,printed and submitted.
The Required Items Checklist(Part III)must be printed,filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name JONES BROTHERS INDUSTRIAL PARK
Contact person RONALD D.CULLIPHER,PE
Phone number 252-247-7479
Date 19-Sep-08
Drainage area number VJETPOND NO.2
11. DESIGN INFORMATION
Site Characteristics
Drainage area 496,730.63 ft'
Impervious area -44iB6&B0 ft' 41}{0 7m 3
%impervious 90.00 % r
Design rainfall depth 1.00 in
Storage Volume: Non-SR Waters
Minimum volume required 35,599.00 ff'
Volume provided 43,632.00 ft'
Storage Volume: SR Waters
1-yr,24-hr runoff depth NIA in
Pre-development 1-yr,24-hr runoff N/A ft'
Post-development 1-yr,24-hr runoff NIA ff
Minimum volume required #VALUE! ft'
Volume provided N/A ft'
Peak Flow Calculations
1-yr,24-hr rainfall depth NIA in
Rational C,pre-development NIA (unitless)
Rational C,post-development NIA (unitless)
Rainfall intensity:)-yr,24-hr storm N/A in/hr
Pre-development i-yr,24-hr peak flow NIA ft'/sec
Post-development 1-yr,24-hr peak flow N/A ft'/sec
Pre/Post 1-yr,24-hr peak flow control #VALUE! h'/sec
Basin Elevations
Basin bottom elevation -1.00 It
Sediment cleanout elevation 0.00 ft
Bottom of shelf elevation 9.50 ft
Permanent pool elevation 10.00 h
SHWTelevation 9.00 ft
Top of shelf elevation 10.50 ft
Temporary pool elevation /0.83-M14-M ff ¢-i—/O
Forth SW401-Wet Detention Basin-Rev.4 Parts I.8 II.Design Summary,Page 1 of 2

YPermit No. SW8 990929 n+DO
(to be provided by DWQ)
f
II. DESIGN INFORMATION
Volume and Surface Area Calculations
SA/DA ratio 5.62 (unitless)
Surface area at the bottom of shelf 34,827.00 f?
Volume at the bottom of shelf 188,321.00 ft' c ��
Permanent pool,surface area required 31,590.00 ft' J
Permanent pool,surface area provided 39,118.00 fe OK
Permanent pool volume 206,807.25 ft'
Average depth for SAIDA tables 5.29 It OK
Surface area at the top of shelf 44,240.00 If
Volume at the top of shelf 227,646.75 ff'
Forebay volume 40,235.25 ft'
Forebay%of permanent pool volume 19.46 % OK
Temporary pool,surface area provided 46,330.46 ft'
Drawdown Calculations
Treatment volume drawdown time 3.33 days OK
Treatment volume discharge rate 0.12 ft'/s
Pre-development 1-yr,24-hr discharge N/A Fels OK
Post-development 1-yr,24-hr discharge N/A ft'/s OK
Additional Information
Diameter of orifice 3 in
Design TSS removal 90 %
Basin side slopes 3.00 :1 OK
Vegetated shelf slope 10.00 :1 OK
Vegetated shelf width 10.00 ft OK
Length of flowpath to width ratio 3.30 :1 OK
Length to width ratio 3,30 :1 OK
Trash rack for overflow&entice? Y (Y or N) OK
Freeboard provided 1.00 ft OK
Vegetated filter provided? N (Y or N) Design must be based on 90%TSS removal
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies PUMP
Form SW401-Wet Detention Basin-Rev.4 Parts 1.&11.Design Summary,Page 2 of 2

,5'�1r8 99oR24 ntio�
J 02OFWATFgOL
o E
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM 54 15
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out,printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS(NEXT WORKSHEET)I
I. PROJECT INFORMATION
Project name JONES BROTHERS INDUSTRIAL PARK
Contact name RONALD D.CULLIPHER,P.E.
Phone number 252-247-7479
Date September 26,2008
Drainage area number NO.1
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP WETPOND
Drawdown flow from the BMP 0.13 CIS
For Level Spreaders Receiving Flow from the Drainage Area Do not complete this section of the worksheet.
Drainage area ftz Do not complete this section of the worksheet.
Impervious surface area fl2 Do not complete this section of the worksheet.
Percent impervious % Do not complete this section of the worksheet.
Rational C coefficient Do not complete this section of the worksheet.
Peak Flow from the 1 in/hr storm ds Do not complete this section of the worksheet.
Time of concentration min
Rainfall intensity,10-yr storm in/hr Do not complete this section of the worksheet.
Peak flow from the 10-yr storm cis Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? Y (Y or N) Please complete filter strip characterization below.
To a filter ship or riparian buffer? N (Y or N)
Other(specify)
Filter Strip or Riparian Buffer Characterization(if applicable)
Width of grass 0. 0 ft T �I
Width of dense ground cover 30.00 ft nv
Width of wooded vegetation 0.00 It
Total width 30.00 ft
Elevation at downslope base of level lip fmsl
Elevation at top of bank of the receiving water Imsl
Slope(from level lip to to top of bank) %
Are any draws present? N (Y or N)
Level Spreader Design
Forebay surface area NA sq ft No forebay is needed.
Feet of level lip needed per cfs 13 ft/dS
Answer'Y'to one of the following:
Length based on the 1 inlhr storm? Y (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design Flow 0.13 cfs
Is a bypass device provided? N (Y or N) A bypass device must be provided.
Form SW401-Level Spreader,Filter Strip,Restored Riparian Butter-Rev.5 Parts I.and It.Design Summary,page t of 2

` : � Sw8 990929 .vro�
Length of the level lip 13.00 ft #VALUE!
Are level spreaders in series? N (Y or N) I
Bypass Channel Design(if applicable)
Does the bypass discharge through a wetland? (Y or N) Do not complete this section of the worksheet.
Does the channel enter the stream at an angle? (Y or N) Do not complete this section of the worksheet.
Dimensions of the channel(see diagram below): Do not complete this section of the worksheet.
M ft Do not complete this section of the worksheet.
B ft Do not complete this section of the worksheet.
W It Do not complete this section of the worksheet.
y It Do not complete this section of the worksheel.
Peak velocity in the channel during the 10-yr storm cfs Do not complete this section of the worksheet.
Channel lining material Do not complete this section of the worksheet.
• W
n
I
M M
i B i
Forrn SW401-Level Spreader,Fitter Strip,Restored Riparian Buff er-Rev.5 Pans I.and II.Design Summary,page 2 of 2

% Moo
o=Op WRTFgOG
®_A N oj
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM S' '
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER, FILTER STRIP AND RESTORED RIPARIAN BUFFER SUPPLEMENT
This form must be completely filled out,printed and submitted.
DO NOT FORGET TO ATTACH THE REQUIRED ITEMS CHECKLIST AND ALL REQUIRED ITEMS(NEXT WORKSHEET)I
I. PROJECT INFORMATION
Project name JONES BROTHERS INDUSTRIAL PARK
Contact name RONALD D.CULLIPHER,P.E.
Phone number 252-247-7479
Date September 26,2008
Drainage area number NO.2
II. DESIGN INFORMATION
For Level Spreaders Receiving Flow From a BMP
Type of BMP WETPOND
Drawdown Flow from the BMP 0.13 cis
For Level Spreaders Receiving Flow from the Drainage Area Do not complete this section of the worksheet.
Drainage area flz Do not complete this section of the worksheet.
Impervious surface area fill' Do not complete this section of the worksheet.
Percent impervious % Do not complete this section of the worksheet.
Rational C coefficient Do not complete this section of the worksheet.
Peak Flow from the 1 inthr storm CIS Do not complete this section of the worksheet.
Time of concentration min
Rainfall intensity,10-yr storm infhr Do not complete this section of the worksheet.
Peak flow from the 10-yr storm Cis Do not complete this section of the worksheet.
Where Does the Level Spreader Discharge?
To a grassed bioretention cell? N (Y or N)
To a mulched bioretention cell? N (Y or N)
To a wetland? Y (Y or N) Please complete filter strip characterization below.
To a filler strip or riparian buffer? N (Y or N)
Other(specify)
Filter Strip or Riparian Buffer Characterization(if applicable)
Width of grass 0.00 it 1
Width of dense ground cover 30.00 ft / \- )I l _
Width of wooded vegetation 0. ? (�I 00 ft B�.�J} (,y m
Total
levati n a 30.00 fI �p—' ) l /'�
Elevation at downslope base of level lip frost `—,J� G/
Elevation at top of bank of the receiving water fmsl
Slope(from level lip to to top of bank) %
Are any draws present? N (Y or N) OK
Level Spreader Design
Forebay surface area NA sq ft No tomboy is needed.
Feel of level lip needed per cfs 13 fticfs
Answer'Y'to one of the following;
Length based on the 1 inmr storm? Y (Y or N)
Length based on the 10-yr storm? N (Y or N)
Length based on the BMP discharge rate? N (Y or N)
Design flow 0.12 CIS
Is a bypass device provided? N (Y or N) A bypass device must be provided.
Form SW401-1-evel Spreader,Filler Strip,Restored Riparian Buffer-Rev.5 Parts I.and II.Design Summary,page 7 of 2

. s'w8 990929 nor
Length of the level lip 13.00 ft WALDE!
Are level spreaders in series? N (Y or N) S 4 I (�
Bypass Channel Design(if applicable) Q
Does the bypass discharge through a wetland? (Y or N) Do not complete this section of the worksheet.
Does the channel enter the stream at an angle? (Y or N) Do not complete this section of the worksheet.
Dimensions of the channel(see diagram below): Do not complete this section of the worksheet.
M ft Do not complete this section of the worksheet.
B ft Do not complete this section of the worksheet.
W fl Do not complete this section of the worksheet.
y It Do not complete this section of the worksheet.
Peak velocity in the channel during the 10-yr storm cis Do not complete this section of the worksheet.
Channel lining material Do not complete this section of the worksheet.
W
w
I •____._____._ Y ________._•
I
M M
i B i
Form SW401-Level Spreader,Fitter Strip,Restored Ripanan Buffer-Rev.5 Parts I.and II.Design Summary,page 2 of 2

F/L )�"vecj 2-23-ZcdO
14 0 ernOd 2O#ZCA'
64.) z 9 C/o C?2-�
NORTH CAROUNA,CARTERETCOUNTY
This me,11 Mlh�s caef"_�O.a.le d1,11 filed at
% y o I C ,f)t)
le d=nd U1 nth I dp 9
it a show, rV
on the first pag of,t�h �
evn R istef of Deeds
0 BY It Alt BOOM.RIOVe Of NAOF
STATE OF NORTH CAROLINA Prepared By and Return to:
COUNTY OF CARTERET MASON & MASON P.A.
DECLARATION OF RESTRICTIONS AND PROTECTIVE COVENANTS
FOR
JONES BROTHERS BUSINESS PARK
Declarant, JONES BROTHERS PARTNERSHIP, LLP, a North Carolina Limited
Liability Partnership, as Owner and in accordance with Title 15 NCAC 2H..1000,the
Management Regulations, places the following restrictions and protective covenants upon its
real property, a High Density Commercial Subdivision known as "JONES BROTHERS
BUSINESS PARK" on real property shown and described by map recorded in Map Book 31,
Page 72 Carteret County Registry and being further shown on survey entitled "Site Plan Jones
Brothers Industrial Park, dated 9/23/08 and prepared by Stroud Engineering P.A., to which
reference is hereby made. The following restrictions and covenants are intended to ensure
ongoing compliance with State Stormwater Management Permit Number SW8 990929 MOD,as
issued by the Division Of Water Quality under NCAC 211.1000:
I. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the storinwater management permit referenced above.
2. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
3. These covenants and restrictions pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of Water Quality.
4. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
5.
The maximum built-upon area per lot,* in square feet, is as listed below:
Lot 4 BUA Lot 4 BUA Lot # BUA Lot# BUA
1 360,000 sfv/' 2_ 145,992 sf%/ 3_ 74,470 sf V' 4 23,600 sf✓
5 67,946sf.,' 6_112,395sf%/ 7 60,470 sf V 8 53,440 sf ✓
9 54,472 sf✓ O
;3 -d 13t19t,_Ova asz -ij -d luosew I u0sew WU91 :01 6002 to 400

This allotted amount includes any built-upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt,concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water surface
of swimming pools.
6. All runoff from the built-upon areas on the lot must drain into the permitted system. This
may be accomplished through a variety of means including roof drain gutters which drain to the
street,grading the lot to drain toward the street or grading perimeter swales to collect the lot
runoff and directing them into a component of the stormwater collection system.Lots that will
naturally drain into the system are not required to provide these additional measures.
7. The Owner of the lot, whose ownership is not retained by permitee is required to submit a
separate stormwater permit application to the Division Of Water Quality and receive a permit
prior to construction.
In Witness whereof, the Declarant has caused this instrument to be signed by its duly
authorized partner for the purposes herein expressed, with the joinder of Patrick Paul Joyce and
wife, HarriettC. Joyce (Owners of Lot#2) and Sara L. Simpson (Owner of Lots#3 and 44),
which owners expressly agree to and do hereby submit their lots to these restrictions and
covenants which shall run with the land and be binding on all parties' heirs,successors and
assigns.
' ugust, 2009.
JONES HIP, LLP
BY: eal
eal) ea
Patrick Paul Joy Harr etC. Joyce
(Seal)
Sara L. impson
E 'd 84ab-otI2 ZSZ 'H 'd `uoseW R uoseW Wd9T :0T 6002 To 430

NORTH CAROLINA
CARTERET COUNTY
I, --1"qeWk C 54 Notary Public, do hereby certify that Donnie Jones
personally care before me this day and acknowledged that he is a Partner of JONES
BROTHERS PARTNERSHIP, LLP, a North Carolina limited liability partnership and
that by authority duly given and as the act of such limited liability partnership, he signed
the foregoing instrument in its name on its behalf as its act and deed.
Witness my hand and Notarial seal this4eday of dtq'r- 2009..
Notary Public • `Aplg1u14/Yry��
Name: �/1l✓/J •��i'K1�6� $% NO R. S/Q ��
My commission expires: pP %9
NOTARY 3
0 PUBLIC U
NORTH CAROLINA
CARTERET COUNTY
I, fcj;4�, W, A7k!pp , Notary Public, do hereby certify that
Patrick Paul Joyce personally appeared before me and acknowledged the due execution
of the foregoing instrument.
Witness my hand and notarial seal this the day of August, 2009
� 7(1
o„`"'CNamlAlllO'.
. ,
3 X
Notary Public 4i� 'y
Ed � �� � �� NOTARY
Name:
My commission expires:
3-(� f3 ;9 PUBLIC c,e
Nry1B111p1N
b 'd BbBb-ObZ asa -U 'd `uoseW B uoseW WU91 :01 6000 IO 100

NORTH CAROLINA
CARTERET COUNTY
1, Iva A. Spell Notary Public, do hereby certify that
HarriettC_ Joyce personally appeared before me and acknowledged the due execution of
the foregoing instrument..
Witness my hand and notarial seal this the 24th day of Sept.', 2009,
Notary Public c
Name: _ Iva A. Spell e \0TAl�� 6
My commission expires: :
July 27, 2012 ;t", d
•�• •CT GO
NORTH CAROLINA
CARTERET COUNTY
I, Iva A. Spell . Notary Public, do hereby certify that Sara
L. Simpson personally appeared before me and acknowledged the due execution of the
foregoing instrument.
Witness my hand and notarial seal this the 30th day of Sept. 2009.
Public ht::-� � A.
Name: Iva A. Snell
My commission expires:
July 27. 2012
5 'd B*Bb-0b2 usa 'y •d 'uOseW I uoseW WU91 :0T 6002 TO 100

High Density Commercial Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Management Regulations, deed restrictions and
protective covenants are required for High Density Commercial Subdivisions where lots will be
subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a built-
upon area consistent with the design criteria used to size the stormwater control facility.
I, Donnie H. Jones , acknowledge, affirm and agree by my signature below, that I will cause
the following deed restrictions and covenants to be recorded prior to the sale of any lot within the
project known as _Jones Brothers Industrial Park
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number Sw S g9o9z 9 m an as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. Tbe tna�v�tifn agoo-able bti#t upem area pet-lot is-square feet. (E)R, if the
p oposed built tipa i area per let will v- y, please tise the follewimg format & is lgtlage (ill belel):
The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
1 360,000sf 2 145,992 sf 2f5_53,440sf 4L54,472 sf
5 67,946sf 6_112,395 sf 7 60,470sf 8�23,600sf
-9=74,470sf
This allotted amount includes any built-upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of m s includin roof drain gutters which drain to the street,
grading the lot to drain toward the t, or a g perimeter swales to collect the lot runoff
and directing them into a comp t water collection system. Lots that will naturally
drain into the system are t e ide h se additional asures.
8. The owner of each to, i i d by the rmittee, is required to submit a
separate stormwater er i o th vi W r Quality and receive a permit
prior to constructio .
Signature: Date: Z ur
I, a Notary Public in the
State of County of
do hereby certify that personally appeared
before me this the day o 20 :and acknowledge
the due execution of the foregoing instrument. Witness my handand official-seaJ,-_
SEAL:,-
Signature
My Commission expires
Form DRPC-1 Rev.1 Page t of t