SW8061115_CURRENT PERMIT_20231101

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE Eg CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

• tR SLA4
MY COOPER s
Govemor 'v�,
ELIZABETH S.BISEP
Secretary
WILLIAM E.TOBY VINSON,JR NORTH CAROLINA
Interim Director Environmental Quality
November 1,2023
McDonald's Real Estate Company
Attn:Angela Steele, US Vice President, US General Counsel and Secretary
c/o Padraic Molloy, Senior Counsel
Atten: Legal Dept. 110 N.Carpenter Street
Chicago, 1160607
Subject: Permit Renewal
Post-Construction Stormwater Management Permit No. SW8 061115
McDonald's Market Street
New Hanover County
Dear Mr. Molloy:
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 2009-406. 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 September 29,2023. The Division is hereby notifying you that permit S W80611 15 has
been renewed, updated, and re-issued on November 1, 2023, as attached. 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 October 22,2029,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.
North Carolina Department of Environmental Quality I Division of Energy,Mineral and Land Resources
E Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington,North Carolina 28405
noam rsnaxa r
�a �\ s 910,796.7215

♦ State Stormwater Permit No. SW8 061115
Page 2 of 2
If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional
Office, at(910) 796-7215 or [e-mail].
Sincerely,
C :WIR
9;;William E. Toby Vinson, Jr., PE, CPM, Interim Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A—Designer's Certification Form
Attachment C—Permitting History
copy of the Renewal Application Documents
Copy of the current operation and maintenance agreement
DES/ams: \\\Stormwater\Permits&Projects\2006\061115 HD\2023 11 permit 061115
Cc: McDonalds USA,LLC;Jami Hayes,Real Estate Portfolio Supervisor;644 Holly Springs Road 4420; Holly Springs,NC
27540
Wilmington Regional Office Stotmwater File
�, North Carolina Department of Environmental Quality I Division of Energy.Mineral and Land Resources
_ �'-'JjJg Wilmington Regional Office 1 127 Cardinal Drive Extension I \'vlhnington.North Carolina 28405
�� .�® 910.796.7215

Post-Construction Stormwater Management
Permit No. SW8 061115
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
McDonald's Real Estate Company
McDonald's, Wilmington, NC
Market Street at Princess Place Drive, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin 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.
This permit shall be effective from the date of issuance until October 22, 2029 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 on page 2 of this permit. The stormwater control has been designed to
handle the runoff from 43,914 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated on page 2 of this permit, and
per approved plans. There is no allotment for future built-upon area at the site.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 1 of 5

Post-Construction Stormwater Management
Permit No. SW8 061115
6. The following design criteria have been provided in the infiltration basin and must be
maintained at design conditions:
a. Drainage Area, acres: 1.39
Onsite, ft2: 60,459
Offsite, ft2: None
b. Total Impervious Surfaces, ft2. 43,914
Onsite Buildings, ft2: 6,358
Onsite Parking, ft2: 35,621
Onsite Sidewalks, ft2: 1,935
C. Design Storm, inches: 1.0
d. Basin Depth, feet: 3.5
e. Bottom Elevation, FMSL: 39.5
f. Bottom Surface Area, ft2: 1,243
g. Bypass Weir Elevation, FMSL: Not Required
(2X volume provided & very high infiltration rate)
h. Permitted Storage Volume, ft3: 7,157
i. Type of Soil: Sand
J. Expected Infiltration Rate, in/hr: 16.6
k. Seasonal High Water Table, FMSL: 37.5
I. Time to Draw Down, hours: 6.1
M. Receiving Stream/River Basin: Smith Creek/ Cape Fear
n. Stream Index Number: 18-74-63
o. Classification of Water Body: "C. Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at 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 revegetation of slopes.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of the outlet structure, infiltration media, flow spreader,
catch basins, concrete flumes, and piping.
g. A clear access path to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
5. 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 2 of 5

Post-Construction Stormwater Management
Permit No. SW8 061115
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
9. 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.
10. 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.
Page 3 of 5

Post-Construction Stormwater Management
Permit No. SW8 061115
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.
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.
Page 4 of 5

Post-Construction Stormwater Management
Permit No. SW8 061115
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 1st day of November 2023.
NORTH CAAROLyIN(AENVIRONMENTAL MANAGEMENT COMMISSION
William E. Toby Vinson, Jr., PE, CPM, Interim.Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 061115
Page 5 of 5

Post-Construction Stormwater Management
Permit No. SW8 061115
Attachment A
Page 1 of 2
McDonald's, Wilmington, NC
Stormwater Permit No. SW8 061115
New Hanover County
Designer's Certification
I, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 1 of 2

Post-Construction Stormwater Management
Permit No. SW8 061115
Page 2 of 2
McDonald's, Wilmington, NC
Stormwater Permit No. SW8 061115
New Hanover County
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.
N/A 5. The bypass structure weir elevation is per the approved plan.
N/A 6. The bypass structure is located per the approved plans.
N/A 7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDEQ-DEMLR Wilmington Regional Office
New Hanover County Building Inspections
Page 2 of 2

Attachment C-Permitting History
McDonald's Market Street
Permit No.SW8061115
Approval Perm it Action VersionBS Description of the Changes Modified Plan Sheets
Original High Density Project-construction,operation and maintenance of an infiltration basin in compliance with
I/17/2007 Approval 1.0 the provisions of 15A NCAC 2H.1000.The storrrmwater control has been designed to handle the runoff
from 43,533 square feet of impervious area.
High Density Project-construction,operation and maintenance of an infiltration basin in compliance with
the provisions of 15A NCAC 2H.1000.The stormwater control has been designed to handle the runoff
from 42,910 square fect of impervious area.This permit modification revises Permit No.SW8 061115,
issued January 17,2007 as follows:
(.Reduces permitted built-upon area from 43,533 to 42,910 square feet;
Major LRevises permitted stormwater conveyancepiping and infiltration basin configurations to protect
3/12007 Modification 1A the existing 42-inchlive oak at the southeastern corner ofthe basin;
3.Reduces permitted infiltration basin volume at the 42 ft storage elevation from 7,046 to 7,007 eu
6 and reduces the permitted basin bottom surface area at the 39.5-ft elevation from 1,223 to 1,030 sq
;
4.increases basin depth from 3.0 Off to 3.5 ft by increasing the basin top elevation from 42.5 to 43.0
4 and
S.Revises the permit expiration date to March 1,2017.
High Density Project-construction,operation and maintenance of an infiltration basin in compliance with
the provisions of 15A NCAC 2H.1000.The stormwater control has been designed to handle the runoff
Gam 43,914 square feet of impervious area.This permit modification revises Permit:vo.SOW 061115,
Major issued:North 1,2007 as follows:
I0222007 Modification 12 /.Increases permitted built-upon areafrom 42,910 to 43,914squarefeett C-14,C-6-7,C-11
2.lncreases permitted infiltration basin volume at the 42-ft storage elevation from 7,007 cu ft to
7.157,and increases the permitted basin bottom surface area at the 39.5 ft elevation from 1,030 to
1,243 sq ft;and
3.Revises the permit expiration date to October 22,1017.
11/10023 Renewal 20 Expiration Date:October 22,2029
Page 1 of 1

DEMLR USE ONLY
,o Date Received Fee Paid Permit Number
2"l z 5 0 505 S 8 o�o�ttS
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: SW8061115
2. Project name: McDonald's Market Street
3. Project street address: 4301 Market Street
City: Wilmington County: New Hanover
ZIP : 28403
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 fora Major
Modification or Minor Modification Application form available at., https:Hdeg.nc.gov/about/divisions/energy-
mineral-land-resourceslenergv-mineral-land-ru Ies/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://deg.nc.gov/about/divisions/enerqv-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: McDonald's Real Estate Company
2. Signing Official's Name: Padraic G. Molloy
3. Signing Official's Title: Senior Counsel
4. Mailing Address: 110 N. Carpenter Street, Attn: Legal Dew
City: Chicago State: IL ZIP : 60607
5. Street Address: Same
City: State: ZIP : _
6. Phone: [phone] Email: pad raic.molloy(a)us.mcd.com
ECEIVE
SEP 2 9 2023
ft
Stormwater Permit Renewal Form Page 1 of 3 May 11,2018

is
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
n signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ 1 do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
❑ A copy of the certification(s)confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s)confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
AOL 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
EGEIVE
SEP 2 9 2023
BW
Stormwater Permit Renewal Application Form Page 2 of 3 May 11,2018

�l
D. PERMITTEE'S CERTIFICATION
I, pod rQ ;G 6- M411znA the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agree ent 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 tosubmit 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, corre,t ad c mplete.
Signature: l Date: �''V12��3
Oad ra ;if, 6 . llev, e n%Zfy­ zl�' z eC
NOTARIZAT�QN:
I, /1 Q4 n a Notary Public for the State of
County of do hereby certify
�7
that QCL/L1 r( 0, / 1 /I 014 personally appeared before me
this the day of S�/LL(L 20135-1 and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal) CAROLYN A BRODERSEN
OFFICIAL SEAL
�,,/'� Notary Public,state of Illinois
0/ ✓C(.L�� \ My Commission Expires
J ulY 31,2026
Notary Signature: /, n
My commission expires
ECEIVE
SEP 2 9 2023
BY:------
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

Permit No.stt/p 06 M 60
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
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
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : McDonald's R 4301 Market Street, Wilmington,NC
Contact Person: Leo Van Burren Phone Number: ( 919 ) 876-9716
This worksheet applies to: Basin No. 1 in Drainage Area 1
(as identified on plans) (from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (find).
Soils Report Summary
Soil Type Sand
Infiltration Rate 16.6 in/hr or cf/hr/sf (circle appropriate units)
SIfWT Elevation 37.64 fmsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 1 inch (1.5 inch eventforSA waters, 1 inch eventforothers)
Design Volume 3546 c.f.
Drawdown Time <1 days
Basin Dimensions
Basin Size (irregular) ft. x ft. = 1,243 sq ft. nq EL. 39.5 (bottom dimensions)
Basin Volume Provided 7,157 c.f. (Volume provided is 2 times the required design volume)
Basin Elevations
Bottom Elevation 39.50 fmsl
Storage Elevation 42.00 fmsl
Top Elevation 43.00 fmsl
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design 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. Attach just cation if a requirement has not been met.
Applicants Initials
BS a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
BS b. System is located at least 100 feet from water supply wells.
N/A C. Bottom of system is at least 2 feet above the seasonal high water table.
BS d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
BS e. System is not sited on or in fill material or DWQ approval has been obtained.
N/A f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
BS g. 'Drainage area for the device is less than 5 acres.
BS h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
BS i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
BS j. System is sized to take into account the runoff at the ultimate built-out potential from all
surfaces draining to the system, including any off-site drainage. Calculations attached. _
BS k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
N/A 1. A pretreatment device such as a catch basin, grease trap, filter strip,-grassed swale or
sediment trap is provided.
BS m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
BS n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
BS o. Flow distribution mechanism within the basin is provided.
N/A p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
N/A q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
BS (Note: Volume provided by basin is 2 times the required design volume; system is an on-line system.)
BS r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw-down calculations are attached.
BS s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-]03 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,:.,;
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re-seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications. 1 ..
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over-excavating. Over-excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stonnwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original ,
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads—
ment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H A000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of 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: McDonald's Real Estate Company
Address: 2915 Jorie Blvd. oak Brook TL 60523
Phone: (�630-623-5600"�-� Date: February 23, 2007
Signature:\
a erine- n--vice-President
Note: The legally responsible party should'not.b ,alb!omeowners association unless more than 50%of the lots have been sold and a `
resident of the subdivision has been named the president.
t, Gwen E. Nakutis_,a Notary Public for the State of 111inois County of
DuPaae ,do hereby certify that rarhe�jn, A r:rj fain. vice PFesiient personally appeared before me this 23_::
day of February , 2007 ,and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
S L OFFICIAL SEAL My commission expires 04/18/10
GWEN E NAKLITIS
NOTARY PUBLIC-STATE OF ILLINOIS _
MY COMMISSION EXPIRES:04118110
Form SWU-103 Rev 3.99 Page 3 of 3

State Slormwater Management Systems
Permit No. SW8 061115 Modification
Page 1 of 2
McDonald's, Wilmington, NC
Stormwater Permit No. SW8.061115 Modification -
October 22, 2007
New Hanover Countv �'• ' i
Designer's Certification
I, Va1NBI R. $royin as a duly registered PS in the
State of North Carolina, having been authorized to observe eriodicall /weekly/ full time) the
construction of the project,
MCb,0r\4-V510 W11M1,44n, NC SINS 06 (05
(Project)
for M(Donalb USA , LLC. (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications. ,
The checklist of items on page 2 of this.form is included in the.Certification.
Noted deviations from approved plans and specification:
pyan:IF
�N c 0
Signature
Registration Number 020 SEAL ��•` t .
)20400
Date b- ►8- 2sb8eso'; F �°~., `
S,y.;Nc i N ELF.,•�a`,r'
5-CEIVE
MAR 13 2023
By:_----
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 0611.15 Modification
Page 2,of 2
McDonald's, Wilmington, NC
Stormwater Permit No. SW8 061115°Motlificabon`.''F
October 22, 2007
New Hanover Count i
Certification Requirements: "
D(� 1. The drainage area to the system contains approximately,the permitted acreage.
D$ 2. The drainage area to the system contains no more than ahe permitted amount of
built-upon area.
4Q 3 All the built-upon area associated with the"project is graded such that the runoff
drains to the system. "
TA4. All roof drains are located such that the runoff,is directed into the'system.
N/A 5 The bypass structure wei-elevation is,per the approved plan
N/A . 6. The bypass structure is.located per the`ap proved'plans
N/A 7. A Trash-Rack"is p'rovided.on`tne b ' ass structure'
yP
'09 8. All slopes are grassed with permanent vegetation "
_DR 9. Vegetated slopes are no steeper than 3:1.
Vq 10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
t�> 11. The permitted amounts of surface area and/or volume have been"provided.
_D12. All required design depths are provided,'
13. All required parts ofthe system are provided
14 The required system dimensions are provided per the approved plans
cc: NCDENR-D1NORegionatOffice . •' `. ' " '
.Tony Roberts, New-Hanover:County Building;Inspections -
FIAR 13 2023
BY:--------
Page 7 of 7

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