SW8911207_Current Permit_20240523

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Governor
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ELIZABETH.S B SER.
5ectetary QitUe
WILLIAM E.TOBY'VLNSON,f[t NORTH CAROLINA
InterOnDireetor E vergmne tat fatality
May 23rd,2024
Baden Properties,LLC
Attn:Gene Mashburn,Member/Manager/Partner
PO Box 2617
Shallotte,NC 28459
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No.SW8911207
Jones Ford of Shallotte
Brunswick County
Dear Mr.Mashburn:
The Division of Energy,Mineral and Land Resources received a complete 8-year Permit Renewal Application for
the subject permit on May l',2024. The Division is hereby notifying you that permit SW8911207 has been
renewed,updated,and re-issued on May 23`d,2024,as attached.As 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 22m1,2032,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 Imnan in the Wilmington Regional Office,
at(910)796-7215 or [e-mail].
Sincerely,
/99
3c William E. Toby Vinson,Jr.,PE, CPM,Interim Director
Division of Energy,Mineral and Land Resources
Enclosures: Attachment C—Permitting History
copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/lwi: \\\Stormwater\Permits&Projects\1991\911207 HI)12024 05 permit 911207
cc: Wilmington Regional Office Stoimwater File
North Carolina Department of Environmental Quality Division.of Energy,Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive..Extension I Wilmington,North Carolina.28405
nopdam;ogramoNa der-- 910.7%.7215

Post-Construction Stormwater Management
• Permit No. SW8 911207
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
POST-CONSTRUCTION STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Baden Investments, Inc.
Jones Ford
2410 Ocean Highway, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond and the construction of impervious
areas with runoff to be treated in an offsite permitted stormwater facility in compliance with the
provisions of 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. The
stormwater runoff from the areas to be treated in an offsite permitted stormwater facility will be routed
to an offsite wet detention pond operated and maintained by Odell Williamson under the terms and
conditions set forth in the latest version of Permit No. SW8 051042.
This permit shall be effective from the date of issuance until May 22"d, 2032, 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. The onsite stormwater system has been approved for the management of stormwater runoff
as described in Section !.6 of this permit. The runoff associated with the offsite portions of this
project has been approved to be discharged into Pond #1 permitted under SW8 051042.
Page 1 of 5

Post-Construction Stormwater Management
Permit No. SW8 911207
3. The runoff from all built-upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control systems, either onsite or offsite. The drainage
areas associated with the onsite stormwater control measure and the area being treated in an
offsite stormwater facility have been approved for 129,076 and 15,670 square feet of
impervious area, respectively. The amount of built-upon area allotted to the offsite portion of
this development by Stormwater Management Permit No. SW8 051042, is 20,859 square feet,
which leaves 5,189 square feet of built-upon area available for future development within the
offsite drainage area.
4. The maximum built-upon area allowed for this entire project is 149,935 square feet.
5. The drainage areas will be limited to the amounts of built-upon area indicated in Sections 1.3,
1.4, and 1.6 of this permit, and per approved plans.
6. The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres: 4.55
Onsite, ft2: 198,050
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 129,076
c. Design Storm, inches: 1
d. Pond Depth, feet: 3.5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL. 14.7
g_ Permanent Pool Surface Area, ft2: 17,288
h. Permitted Storage Volume, ft3: 10,649
Temporary Storage Elevation, FMSL: 15.31
j. Controlling Orifice: 1.75"0 pipe
k. Permitted Forebay Volume, ft3: N/A
Fountain Horsepower, HP N/A
m. Receiving Stream/River Basin: Williams Branch / Lumber
n. Stream Index Number: 15-25-2-9.3
o. Classification of Water Body: "C;Sw'HQW'
II. SCHEDULE OF COMPLIANCE
1 The offsite stormwater management system approved under permit number SW8 051042
shall be constructed in its entirety, vegetated and operational for its intended use prior to
the construction of any built-upon surface associated with this project.
2. The offsite drainage area is limited to the amount of built-upon area indicated in Section 1.3
of this permit, and as reported in the application, supporting calculations and per the
approved plans. The project must have a built-upon area less than or equal to the amount
permitted under Stormwater Permit No. SW8 051042. A total built-upon area in excess of
the maximum amount allowed will require a modification to SW8 051042 prior to
construction.
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. 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.
Page 2 of 5

Post-Construction Stormwater Management
Permit No. SW8 911207
5. The permittee shall at ail time provide the operation and maintenance necessary to assure
the permitted stormwater system functions 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
6. The permittee is responsible for keeping the stormwater collection system within the lot
property boundary clear of trash and debris and keep the site stabilized in accordance with
the requirements of the NC Erosion and Sediment Control Design Manual. The permittee
shall follow the minimum maintenance procedures and intervals for the lot's built-upon
areas and its stormwater collection /conveyance system as indicated in the Operation and
Maintenance agreement.
7. The permittee shall maintain and repair or replace any of the components of the lot's
stormwater collection and conveyance system such that the lot's runoff is captured and
adequately conveyed to the stormwater control measure.
8. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
9. Decorative spray fountains will be allowed in the stormwater treatment system if
calculations are provided documenting the permanent pool volume is greater than 30,000
cubic feet.
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.
11. 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.
12. 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. Access to
the stormwater facilities shall be maintained via appropriate easements at all times.
Page 3 of 5

Post-Construction Stormwater Management
Permit No. SW8 911207
13. 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.
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);
Page 4 of 5

Post-Construction Stormwater Management
Permit No. SW8 911207
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.
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 23rd day of May 2024.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CAre ..4
9
William E. To y Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 911207
Page 5 of 5

Attachment C- Permitting History
Jones Ford of Shallotte
Permit No.SW8911207
Permit Action VersionDescription of the Changes
Datecertificate of compliance for wet detention pond abiding
11/21/1991 Original 1.0 by stormwater regulations set forth in Title 15A NCAC
Approval 2H.1003 (i).
construction of impervious surfaces to be treated in
an offsite system and for the operation and
Major maintenance of a wet detention pond in compliance
5/22/2002 Modification 1.1 with the provisions of 15A NCAC 2H .1000. The
onsite stormwater control has been designed to
handle the runoff from 121,819 ft2 of impervious
area.
4/25/2008 Major 1 2 served by offsite SW8051042 instead of SW8901102
Modification from previosu permit.
7/7/2012 Major 1 3 The stormwater control has been designed to handle the
Modification runoff from 121,819 square feet of impervious area.
12/8/2016 Renewal 2.0 expires 5/22/2024
5/23/2024 Renewal 2.0 expires 5/22/2032
Page 1 of 1

STORMWATER FACILITIES MAINTENAN P 2 U'
Project: Jones Ford OCT 8 Mt
Engineer: Houston and Associates, P.A, V t, fY�
Date of Plans: August 30, 1991
1. ON A MONTHLY BASIS THE OUTLET STRUCTURES OF THE POND SHALL BE
INSPECTED:
- ALL DEBRIS SHALL BE REMOVED FROM THE RISER AREA AND EMERGENCY
SPILLWAY TO FACILITATE UNOBSTRUCTED FLOW .
- THE ORIFICE COVER SHALL BE REMOVED, CLEANED AND INSPECTED FOR
DAMAGE. A DAMAGED COVER SHALL BE DISCARDED AND REPLACED WITH A
NEW ONE.
- THE "STORMWATER ORIFICE IN THE RISER SHALL BE INSPECTED AND
o CLEANED. IF THE OPENING HAS BEEN DAMAGED TO THE EXTENT THAT A
CIRCULAR 11/2" OPENING DOES NOT EXIST, THE OPENING SHALL BE
PERMANENTLY PLUGGED, AND A NEW 11/2" ORIFICE DRILLED INTO THE
RISER AT THE SAME ELEVATION AS THE EXISTING ONE.
- THE CULVERT PIPE SHALL BE INSPECTED AND CLEANED OF ALL DEBRIS.
2. ON A MONTHLY BASIS THE BERMS FORMING THE PERIMETER OF THE WET
DETENTION POND SHALL BE INSPECTED TO INSURE THAT A SUITABLE
VEGETATIVE COVER IS MAINTAINED AT ALL TIMES. WHERE A SUITABLE COVER IS
NOT EVIDENT,AND/OR SOIL EROSION HAS TAKEN PLACE,THE PROBLEM SHALL BE
IMMEDIATELY CORRECTED BY RESTABILIZING THE AFFECTED AREA(S).
3. ON A MONTHLY BASIS THE VEGETATIVE SWALES AROUND THE PERIMI 1'ER OF
THE DEVELOPED AREA SHALL BE INSPECTED TO INSURE THAT A SUITABLE
VEGETATIVE COVER IS MAINTAINED AT ALL TIMES. WHERE A SUITABLE COVER IS
NOT EVIDENT,AND/OR SOIL EROSION HAS TAKEN PLACE,THE PROBLEM SHALL BE
IMMEDIATELY CORRECTED BY RESTABILIZING THE AFFECTED AREA.
4. THE DEPTH OF THE WET DETENTION POND SHALL BE MAINTAINED AT A
MINIMUM OF 3' BELOW THE NORMAL WATER SURFACE ELEVATION. QUARTERLY
INSPECTIONS SHALL BE PERFORMED TO CHECK COMPLIANCE WITH THIS
REQUIREMENT. THE POND BOTTOM SHALL BE RESTORED TO ITS ORIGINAL
ELEVATION SHOULD SEDIMENT BUILDUP, OR ANY OTHER FORM OF BUILDUP, BE
DETECTED.
I, Sidney Edward Jones hereby assume responsibility for complying
with the "Stormwater Facilities Maintenance Plan" presented above.
idney and Jones date
49 Raeford Street
Ocean Isle Beach, North Carolina 28459
919-579-5593

Permit No. �'f//4 17
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF-SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF-SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off-site system supplement for each off-site stormwater treatment system, appropriate supplement forms for any
on-site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Name : JONES FORD
Contact Person: Gene Marshbum Phone Number: [phone]
Is all drainage from the project directed to the off-site system? (check one): ❑ Yes ®No
II. OFF-SITE SYSTEM INFORMATION(please complete the following information for the off-site system
that will treat runoff from your project):
Permit No. SW8 051042
Project Name:Williamson Professional Park
Type of System (wet pond, infiltration basin, etc.):Wet Pond
Lot No. (if part of a subdivision):N/A
How much built upon area draining to the permitted treatment system has been allocated to this
project?20,859 SF RECEIVED
DEC 23 2011
III. REQUIRED ITEMS CHECKLIST E
BY:
Prior to issuing an off-site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
Form SW401-Off-Site System-Rev.1 Page 1 of 2

Applicants Initials
a. Deed restrictions limiting the built-upon area on the site have been recorded.
�t, b. Engineers certification for the existing off-site system has been submitted to DWQ.
c. There are no outstanding Notices of Violation for the off-site system.
d. Off-site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping,will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts,velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality.
I acknowledge and agree by my signature below that I am responsible for maintaining the stormwater collection
system in accordance with the five 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.
Print Name and Title:Gene Marshburn
Address:Post Offs Box 120
Phone:910-75 4341 Date: 9. - //
Signature: ,..-GGc¢
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, 11a� ,a Notary Public for the State of
4..v N Sw+ek ,do hereby certify that ��.e/1R_ I V 1 SkicL)/n persona.ly appeared efOre me is
day of 57 rc P , 2,01 I ,and acknowledge the due execution of the forgoing document ina 2t3e +.1111nwater
collection system maintenance requirements. Witness my hand and official seal, ' Y Y
Teak c,Nc8
orra"..L, atoi,___Q____
No ublic
SEAL My commission expires I L-'l/3
Form SWU-106 Rev 8.07 Page 2 of 2

UEMLK USt ONLY
Date Recei a Fee Paid Permit Number
Ilan{ ©� Swg �'iI2o7
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:
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: SW8911207
Are you updating If so, please provide the updated information:
(check all that apply):
❑ Project name
-Corporation Name' Baden Properties LLC
❑ Permit Contact Name2.3
❑ Permit Contact Title
❑ Mailing Address3
❑ Phone number
❑ Email address
1 Provide documentation such as a Name Change/Merger filed with the NCSOS.
2 Provide supporting documentation such as NCSOS filing. The permit contact's position must be in accordance
with 15A NCAC 02H .1040(1).
3 If more than one point of contact or mailing address is being changed, please attach a separate sheet.
B. CERTIFICATION OF PERMITTEE
I, Gene T Marshburn , 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 co ete to the
best of my knowledge.
Signature: Date:e— Date: 2l/ 2f
1-‘iti-f GeQ.af__ , a Notary Public for the State of fve,
County of J�/✓jGv�� , do hereby certify that ��� / , ��4ICJ CJr/j
°� '9 ij` eared before me this the tip day of f, / , 20 Z and acknowledge the due
exe uu ,on o f forgoing instrument. Witness my hand and official seal,
(NoT�tftai) z 7�
� MAY 01 2024
tary Signare,
GN ,, BY:
My commission expires
Stormwater Permit Information Update Form Page 1 of 1 May 11,2017

OtMLK U5t ONLY
Date red ed Fee Paid Permit Number
lra *515ito $150 4 it 07
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
1. State Stormwater Permit Number: SW8911207
2. Project name: Jones Ford of Shallotte
3. Project street address: 2410 Ocean Highway West
City: Shallotte County: Brunswick ZIP :
28470
4. What, if any, changes have been made to the project as permitted? None
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/about/divisions/energy-
mineral,land-resources/energy-mineral-land-rules/stormwater-program/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://deq.nc.gov/about/divisions/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: Baden Properties LLC
2. Signing Official's Name: Gene Marshburn
3. Signing Official's Title: Partner
4. Mailing Address: P 0 Box 2617
City: Shallotte State: NC ZIP : 28459
5. Street Address: 2410 Ocean Highway West
City: Shallotte State: NC ZIP : 28470
6. Phone: (9� 754-4341 Email: OfficeManager( jonesfordshallotte.com
ECEIVE
11 MAY 0 1 2024
BY:
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/ORIM. 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:
elgso.m
1. A permit application processing fee of$506430 payable to NCDEQ.
en. 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.
(R4n 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.
Crii" 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.
Gt{"( 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
El 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.
aril 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
AEEC
MAY 0 12024
BY:
Stormwater Permit Renewal Application Form Page 2 of 3 May 11. 2018

D. PERMITTEE'S CERTIFICATION
I, Gt _4 QYSYth ustL , the person legally responsible for the permit, certify that I have
a copy of the Permit nd 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
knowledge, correc n complete./�
Signature: G q4 '/' Date: (2-Y-
NOTARIZATION:
I, 1 it as$ /E , a Notary Public for the State of
Ae, , County
of ''__//4--2til�SGvtG�-- , do hereby certify
that ;eel,— 7 /f4—4Vevr/I personally appeared before me
this the e' day of "( a / , 20 24- , and acknowledge the due
e lcUtl °bfdttJie forgoing instrument. Witness my hand and official seal,
W i
(No(+grO qe � " ►
A�'�C d C / LCI.,61
"; tar►,►Si nature: f
,IVIy: expires 7/ ' 1
EC IV
•
' MAY 01 2024
BY:
Stormwater Permit Renewal Application Form Page 3 of 3 May 11,2018

Permit
(to be provided byDWQ)
mooc.war ms
hVel
MCDEMI
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
VIE CEEV:70[ BA311 SUPl:fe t:
This form must be filled out printed and submitted.
The Required Items Checklist(Part ill)must Imprinted,filled out and submitted along with all of the required tnformetion.
Project name JONES FCRD
Contact person CHRIS R.IlS8FI u,PE
Phone number 910-754-8029
Date 7/1012012
Drainage area number 1
g
Site Characteristics
Diakhage area 198,050 ft2
Impervious area,post-development 129,076 ft2
%impervious 65.17%
Design rainfall depth 1.0 in
Stooge Volans: Non-SA Waters
Minimum volume required 10,506 Its OK
Volume provided 10,648 ft3
OK,volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5`runoff volume Pm-development3
ft
1-n�,
Post-development 1-yr,24-hr runoff 1t3
Minimum volume requked ft3
Volume provided ft3
Peak Flow Calculations Is the pre/post control of the 1yr24hr storm peak flow required? (Y or N)
1-yr,24-hr sinful depth _ In
Rational C, ic.2i;(unitless)
Rational C,post-development 0.68(urtless)
Rainfall intensity:1-yr,24-hr Morn 0.15 mlhr OK
Pm-development 1yr,24-hr peak low ft3isec
Post-development 1 yr,24-hr peak flow ft lsec
PrefPcet 1 yr,24-hr peak low control ft3/sec
Elevations
Temporary pod elevation 15.31 find
Permanent pool elevation 14.70 find
SHWT elevation(approx.at the perm pool elevation) no find
Top of 10ft vegetated shelf elevation ',4A final
Botbnl of 10ft vegetated shelf elevation NA final
Sediment*snout,top elevation(bottom of pond) 5.70 final
Sediment deanout,baton elevation 7.60 final
Sediment storage provided 1.10 ft
Is them additional volume stored above the slate-mauked temp.pool? n (Y or N)
Elevation of the top of the additional volume final
Fame SW401 Wet Detention seen-Ray.8-0/17/09 Parts I&II.Demon Swnmey.Pepe I of 2

Permit No.
(to DeAroWdetlhYDWQ)
Surface Areas
Area,temporary pool 34,913 ft2
Area REQUIRED,permanent pool 12,913 ft2
SAIDA ratio 6.52(unfless)
Area PROVIDED,permanent pool,Amu:col 17,288 12 OK
Area,bottom of 10ft vegetated shelf,A ,I„d WA
Area,sediment deanout,lop elevation(bottom of pond).Abou,,,d N/A ft2
Volumes
Volume,temporary pool 10,649 ft3 OK
Volume,permanent pool.V,m, „I NA ft
3
Volume,forebay(sum of fomebays if more than one forebay) NA ft3
Forebay%of permanent pool volume //VALUEI% #VALUEI
SNDA Table Data
Design TSS removal 90%
Coastal SAIDA Table Used? y (Y or N)
Mountain/Piedmont SA/DA Table Used? n (Y or N)
SAIDA ratio 6.52(unittess)
Average depth(used in SA/DA table):
Calculation option 1 used?(See Figure 10-2b) NA (Y or N)
Volume,permanent pod,Vp,,,,y„r NA ft3
Area provided,permanent pod,Apa,,,,,p„I 17 2881?
Average depth;alcutated 6.00 it OK
Average depth used in SNDA,d,,,(Round to nearest 0-5ft) 6.0 It OK
Calculation option 2 used?(See Figure 10 2b) NA (Y or N)
Area provided,permanent pool,Ap,m_„a 17,288 ft2
Area,bottom of 10ft vegetated shelf,At,,,p N/A
Area,sediment derma*,top elevation(bottom of pond),Amatpmnd WA ft2
'Depth'(distance b/w bottom of 10ft shelf and top of sediment) #VALUEI _ft
Average depth calculated '"A ft OK
Avenge depth used in SA/DA,d,.,(Round to nearest 0.5ft) P;, ft #VALUE'
Drawrdown Calculations
Drawdown through ariftce? y (Y or N)
Diameter of orifice(if drools() 2.05 in
Area of orifice(if-non-circular) m2
Coefficient of discharge(C0) 0.60(uplfiass)
Driving head(Ha) 0.50 ft
Drawdorwm through weir? n (Y or N)
Weir type �.. .( )
Coefficient of discharge(Ca) (tmprtiess)
Length of weir(L) ft
Driving head(H) ft
Pm-development 1-yr,24-hr peak flow ft3/sec
Post-development 1-yr,24-hr peak flow ft3/sec
Storage volume discharge rate(through discharge orifice or weir) ft3/sec
Storage volume drawdovm tare 2 al days OK,draws down in 2-5 days
Additional information
Vegetated side slopes 3 1 OK
Vegetated shelf slope 8 1 Insufficient shelf slope.
Vegetated shelf width 10.0 ft OK
Length of Ilowpath to width ratio 3 :1 OK
Length to width ratio 3.0 I OK
Trash rack for overflow&orifice? Y (Y or N) OK
Freeboard provided ,'M ft OK
Vegetated filter provided? 7 (Y or N) OK
Recorded drainage easement provided? NA (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies is: MUD HOG PUMP
Form SW4O1-W.t D.fanbon Basin-Rune-W17/09 Park I&m.Doman Summary,Page 2 ur 2

Permit No.
(to be provided by DWQ)
M. 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.
Pagel Plan
s Sheet No.
_ PLANS 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.
NA 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 aces-section,
-Vegetation specification for planting shelf,and
! 4 -Filter strip.
L NA 3. Section view of the wet detention basin(1"=20'or larger)showing:
-Side slopes,3:1 or lower,
-Pretreatment and treatment areas,and
dr/es
Inlet and outlet structures.
NA 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.
CI-Ce PLANS 5.A table of elevations,areas,incremental volumes&accumulated volumes for overall pond and for forebay,
�-n to verify volume provided.
`��i`�'"/��' PLANS 6.A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
ar„P - CALCS 7.The supporting calculations.
Wfrete NA 8.A copy of the signed and notarized operation and maintenance(O&M)agreement.
NA 9.A copy of the deed restrictions(if required).
Cife NA 10.A soils report that is based upon an actual field investigation,soil borings,and infiltration tests. County
soil maps are not an acceptable ptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9117/0g Part III.Required Items Checklist,Page 1 of 1