SW8060335_HISTORICAL FILE_20160324

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

�. LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: McDonald's USA. LLC
SECRETARY OF STATE ID NUMBER: 0745819 STATE OF FORMATION: DE
REPORT FOR THE YEAR: 2016
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Corporation Service Company `— '
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Fdiny Othce Use Only
E-Filed Annual Report
0745819
CA201608401959
3/24/2016 04:15
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
327 Hiilsborough Street 327 Hillsborough Street
Raleigh, NC 27603-1725 Wake County Raleigh, NC 27603-1725
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: RPaI Estate Rantal
2. PRINCIPAL OFFICE PHONE NUMBER: Fain-691-9707
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
One McDonald's Plaza 2111 MCDONALDS PLZ
Oak Brook, IL 60523-1911 OAK BROOK, IL 60523-5500
SECTION C: COMPANY OFFICIALS. (Enter additional Company Officials in Section E.)
NAME: PETER BENSEN NAME: Gloria Santona NAME: Karen Matusinec
TITLE: Manager TITLE: Manager TITLE: Manager
ADDRESS: ADDRESS: ADDRESS:
ONE MCDONALD'S PLZ One McDonald's Plz. One McDonald's Plz
Oak Brook, IL 60523 Oak Brook, IL 60523 Oak Brook, IL 60523
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Marcy Miller 3/24/2016
SIGNATURE
Form must be signed by a Company Official listed under Section C of this farm.
Marcy Miller Manager
Print or Type Name of Company Official
DATE
Print or Type The Title of the Company Official
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Marcy Miller NAME:
TITLE: Manager TITLE:
ADDRESS: ADDRESS:
ONE MCDONALUS PLZ
Oak Brook. IL 60523
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
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Name:
TITLE:
ADDRESS:
NAME:
TITLE
ADDRESS:

BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: WDon la d's
SECRETARY OF STATE ID NUMBER: 0190166 STATE OF FORMATION: DE
REPORT FOR THE FISCAL YEAR END: 12131/2015
F-t-g Office Use Only
E-Filed Annual Report
0190166
CA201608500497
3/25/2016 12:35
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: The Prentice -Hall Corporation Systems, Inc.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS 8, COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
327 Hillsborough Street 327 Hillsborough St.
Raleigh, NC 27603-1725 Wake County Raleigh, NC 27603-1725
SECTION 8: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
2111 McDonald's Drive
Oak Brook, IL 60523-5500
SECTION C: OFFICERS (Enter additional officers in Section E)
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
PO Box 66351
Chicaqo, IL 60666-0351
NAME: Andrew J. McKenna NAME: Marcy Miller
TITLE: Chairman TITLE: Corporate Secretary
ADDRESS: ADDRESS:
One McDonald's Plaza One McDonalds Plaza
Oak Brook, IL 60523-1900 Oak Brook, IL 60523
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Marcy Miller 3/25/2016
SIGNATURE DATE
Form must be sigred by an officer listed under Section C of this form.
Marcy Miller Corporate Secretary
Print or Type Name of Officer Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

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S'T4TB OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
WiLniiugton, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION
i'Y]Lf S t,J
NAIvM
REPRESENTING
II
[[K e
Guidelines for Access: The staff of Wilmington Riegional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
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advance to schedule an appointment to review the files. Appointments will be scheduled
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appointment may view the files to the extent that time and staff supervision is available.
2. You roust specify files you want to review by faeilify name. The number of files that you
may review at one time will be limited to five.
3• You may make copies of a fle when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by cbeck, moan order, or cash at the
rece tion desk. Co pies to#alin S5.00 or more can be invoiced for your convenience.
4. DES MUST BE KEPT IN ORnFR YOU FOUND 'I`HEM. ' Files may not be taken from
the office, To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which your be fined up to MOM. No briefcases tare totes etc. are
permitted in the file review area.
5• In accordance with General Statue 25-3-512, a M.00 processing fee will be charged and
collected -for checks on which payment has been refused.
FACILITY NAME COUi�_ TY
2,
3.
4
Signature and Name of Fitz usiaass
Please attach a business cca-d to this form
COPIES MADE PAID
S:Adrbia.file access - --
Date Time Ira
IIATVOICE
Time Out

8312 Creedmoor Road Raleigh, NC 27613
COMMERCIAL 919.848.6121 Phone [phone] Fax
SITE DESIGN www.csitedesi9n.com
TRANSMITTAL COVER SHEET
TO:
Cameron Weaver
C:
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
SENDER:
Bri In T. Soltz
PROJECT NAME:
McDonald's — Sneads Ferry, NC
DATE:
12/8/06
PROJECT NUMBER:
N[CD-0515/SW8 060335
0 OVERNIGHT Q REGULAR MAIL ❑ HAND DELVER C] HOLD FOR PICKUP
COPIES DATE I DESCRIPTION
1I Original Stormwater Designer's Certification
NOTESIC,OMMLNTS:
Please accept the enclosed certification. it is our understanding that this closes this project. Please
let me know if this is not the case or call me if vou have any questions.
(hanks,
Brian Soltz

MAY. 5.2006 11:02AM NCDENP. WIRO NI0.480 P.7
-State Stormwater Management Systems
Permit No. SW8 060335
Page 1 of 2
McDonaid's, Sneads Ferry
Stormwater Permit No. SW8 060335
ans ow County
Designer's Certification
1, . 2�x n 1e1 A. BrO WN as a duly registered Prafess ions I i ne e r
in the State of North Carolina, having been authorized to observe (period ically weeklyf
Bali time) the construction of the project,
1�c.Do�a J*s - Sneads Ferr�t . NC
(Project)
for MLDonalal `s _ _ (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;
CAl��
Signature ,•••`""•••�li,�
Registration Number 0, 8 Y 08
Date _ D ec . �r 71 _ — - _
:` 028400
,,ma�yy • � 4 � ry
Yoh %� ••6 G67� � r:'
n, R. B ..osVwl
Page 6 of 7

MRY. 5.2006 1I:02AM NCDENR WIRO
Certification Requirements:
NO.480 P.6
State Stormwater Management Systems
Permit No. SW8 060335
Page 2 of 2
4. 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 bypass structure weir elevation is per the approved plan,
✓ 6. The bypass structure is located per the approved plans,
✓ 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.
1 1 - The permitted amounts of surface area andlor volume and trees and
shrubs 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: NCDBNR-DWO Regional Office
Mike Morris, Onslow County Building Inspections
Page 7 of 7

zw:enacr r. aa5rey, vovemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
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May 4, 2006
McDonald's USA, LLC
McDonald's Corporation, Manager.
Ms. Catherine A. Griffin, Corporate Vice President
4601 Six Forks Road, Suite 200
Raleigh, NC 27609
Subject: Stormwater Permit No. SW8 060335
McDonald's, Sneads Ferry
High Density Project
Qnslow County
Dear Ms. Griffin:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for McDonald's, Sneads Ferry on April 21, 2006.: Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 060335
dated May 4, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 4, 2016, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this. permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right'to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone]. .
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlptb- S:IWQSISTORMWATERIPERMIT1060335.may06
cc: Daniel R. Brown, P.E., Commercial Site Design, PLLC
Mike Morris, Onslow County.Building Inspections
Paul T. Bartlett, P.E.
VV .il.m ington. Regional Office
Central Files
None
j� Carolirta
AWmwl!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwalergua]ity.ore Fax [phone]
An Equal Oppo;lunitylAffirmalive Action Employer — 50°% Recycled110°% Post Consumer Paper

Mate stormwater Management Systems
Permit No. SW8 060335
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Catherine A. Griffin, McDonald's Corporation and McDonald's USA, LLC
McDonald's, Sneads Ferry
Onslow County
FOR THE
construction, operation and maintenance of two bioretention basins functioning as
infiltration basins in compliance with the provisions of 15A NCAC 2H A 000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved
by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 4, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has' been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit: The stormwater
control has been designed to handle the runoff from a total of 26,951 square feet
of impervious area. The two basins must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 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 2 of 7

z5tate 5tormwater Management Systems
Permit No. SW8 060335
6. The following design criteria have been provided in the two bioretention basins
functioning as infiltration basins and must
be maintained at design conditions:
Basin #1 Basin #2
a. Drainage Area, acres: 0.56
0.17
Onsite, €t2: 24,254
7,611
Offsite, ft2: None
None
b. Total Impervious Surfaces, ft2: 20,584
- 6,367
OS Buildings, ft2: 3,755
0
OS Parking, ft2: 15,929
6,367
OS Sidewalks, W: 900
0
c. Design Storm, inches: 1,5
1.5
d. Basin Depth, feet: 1.0
1,0
e. Bottom Elevation, FMSL 41.5
41.5
f. Bottom Surface Area, ft2: 3,450
719
g. Bypass Weir Elevation, FMSL: 42-0
42.0
h- Permitted Storage Volume, ft3: 3,666
764 '
i. Type of Soil: Sand
Sand
j. Expected Infiltration Rate, inlhr: 0.24'
0.24"
' Infiltration augmented by plant uptake
k. Seasonal High Water Table, 35.5
35.5
FMSL:
I. Time to Draw Down, hours: .48
48
M. Number of Trees: 9
2
n. Number of Shrubs: 32
11
M. Receiving Stream/River Basin: Mill Creek 1 White Oak
n- Stream Index Number:
19-39-3-1
o. Classification of Water Body:
"SA; HOW"
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.
Page 3 of 7

d�C ciummatei itiia iacyernem z-)ysiems
Permit No. S%N/8 060335
3. 'The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
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 f;rosion 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 permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or safe of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
Page 4 of 7

State stormwater management Systems
Permit No. SW8 060335
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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.
111. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of -the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 4th day of May 2006.
NOR` HTAROLINA ENVIRONMENTAL'MANAGEMENT COMMISSION
for Afan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

JLa LC JLUI IIIVV0IC.I IVIdILQIYUIIICIIL :)YS LCli LS
Permit No. SW8 060335
Page 1 of 2
McDonald's, -Sneads Ferry
Stormwater Permit No. SW8 060335
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State 5tormwater Management Systems
Permit No. SW8 060335
Page 2 of 2
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
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 and trees and
shrubs 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: NCDENR-DWQ Regional Office
Mike Morris, Onslow County Building Inspections
Page 7 of 7

3
t OFFICE USE ONLY:; .
Date Received Fee Paid Permit Number
26
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc. who owns the project):
McDonald's USA, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Catherine A. Griffin, Corporate vice President_
3. Mailing Address for person listed in item 2 above:
4601 Six Forks Road Suite 200
City: Raleigh State: NC _ Zip 27609
Telephone Number: 919 876-9716
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
McDonald's Sneads Ferry, NC
5. Location of Project (street address)
NC Highway 210
City: Sneads Ferry County: Onslow
6, Directions to project (from nearest major intersection):
From intersection of NC Highway 172 and NC Highway 210, proceed north on NC 210 for approximately
700 feet. The project site is located hereon the west side of NC 210._ _
7. Latitude: 34deg, 33', 2" N Longitude: 77deg, 26', 12" W
B. Contact person who can answer questions about the project:
Name: Brian Soltz Telephone Number: 919 848-6121
IL PERMIT INFORMATION:
1. Specify whether project is (check one): X New, Renewal Modification
Form SWU-101 'Version 3.99 Page 1 of

2. 'If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known}
3. Specify the type of project. (check one):
Low Density ' X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control 404/401 Permit _ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION .
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be routed into bioretention areas., Stormwater from the first 1.5" of rainfall, where bioretention
plantinps and sail will provide nutrient uptake, P-roundwater recharzc, and physical filtration. Excess stormwater `
will enter overflow inlets and discharge into the existing storm drainage system
2. Stormwater runoff from this project drains to the _ _1ilute Oak River basin.
3, Total Project Area: 0,96 acres 4. Project Built Upon Area: 73 %
5. How many drainage areas does the project have?2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basrnlnforrnatian'' *'.il]ratria`
e Area 1 1A'z1I3
Drama eAiea2
Receiving Stream Name
Mill Creek
Mill'Creek
Receiving Stream Class
SA
SA
Drainage Area
24,254 SF (0.56 AC)
7,611 SF (0.17 AC)
Existing Impervious* Area ,
0
0
Proposed Impervious*Area _[�85%
20,584 SF (0.47 AC)
6.367 SF (0.15 AC)
Impervious* Area (total)
84%"
�Irn`perviouS Suz-f'aceArea.��`��
ilmDratn�gexA�real�
On -site Buildings
3,753 SF
0
On -site Streets
0
0
On -site Parking
15,929 SF
6,367 SF
On -site Sidewalks
900 SF
0
Other on -site
0
0
Off -site
0
0
Total: 20,584 SF (0,47 AC)"
Total: 6,367 SF (0.15 AC)
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

FORivT S)N7-u-101
ADDITIONAL DRAINAGE AREAS
B'a5n� lnf rrnafrans g
w l�ratnare Area 3�ahs,.off�
'4 d ^�"i gyp,
u..::Na:`6.�`'.�,
•"4 'y fDC ,
h:. y,. d f"
Receiving Stream Name
NIM Creek
Receiving Stream Class
SA
Drainage, Area
10,145 SF (0,23 AC)
Existiti Ins ervious* Area
0
Proposed Impervious*Area
3,508 SF (0.08 AC)
% Impervious* Area (total).
35%,
wlrti rviousSStrrfacAre
Drsunar�e�3 d°K
q� a
`y f
w
On -site Buildings
0
On -site Streets
0
On -site Parking
I,206 SF
On -site Sidewalks
0
Other on -site
2,302 SF (Shared Access
Drive with BB&-T)
Off -site
0
Total:
3,508 SF (0.08 AC)
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.

7. How was the off -site impervious area listed above derived? None Off -Site
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table .
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall he directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the iand, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb'Outlet System Supplement .
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 399 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality. (DWQ)..
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form BS
• One copy of the applicable Supplement Form(s) for each BMP BS
• Permit application processing fee of S420 (payable to NCDENR) BS
• Detailed narrative description of stormwater treatment/management BS
• Two copies of plans and specifications, including: BS
Development/Project name
Engineer and firm
-Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
- lhetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Commercial Site Design, PLLC
Mailing Address: 7501 Creedmoor Road Suite 106
City:__ Raleigh State: NC �� Zip: 27613
Phone: [phone] Fax [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Catherine A. Griffin
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will he constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2j 3 .10007---_—,
Signature: '-- _ Date: _ armor 3 7rImF
Form SWU-101 Version 3.99 Page 4 of 4

PernutNo.&)2I
(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 ltlanagement 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: McDonaid's. Sncads Ferry, NC
Contact Person: Z' 6-1-0 0411v &oeitGIV Phone Number: (9l9 } 876-9716.
This worksheet applies to: Basin No. I in Drainage Area 1
(as identified on plans) (from Form SWU-101)
1I. 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 inean-sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHAW Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom -.Elevation
Storage Elevation
Top Elevation
Form SWU-103 Rev 3.99
Sand
NIA
35.5
in/hr or of/hr/sf (circle appropriate uniis)
fmsl (Seasonal High Water Table elevation)
1.5 inch (1.5 inch e' vent for 5.9 waters, I inch event for others)
2.467 c.f.
2 days
-140 ft. x -25 ft. = 3.450 sq. ft. (bottom dimensions)
3.666 c.f.
4I.50
fmsl
42.00
fmsl
42.50
frusl
Page i of 3
L/f rP s /4 fcb

.III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per_th!�.Stormwater_Best Management- Practices -Manual - ---
(N.C.--Department of -Environment; "Healtli 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 Storinwater Management Permit
Application Form, the agent may initial below. Attach justification 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.
NIA 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.
N/A 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.
N/A 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 .l_ 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.
NIA 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.
N/A 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.
BS q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
N/A 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 SWW-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEI•IENT
After every runoff producing rainfall event and at least month ly^inspect the-inn-iltration-systefor 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.
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 stormwater 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 _2 " in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
If the Division determines that the system is failing, the system will in-unediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as a]lowed by NCAC 2H .1000 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: Catherine A. Griffin Cor orate Vice President
Address: 4601 Six Forks Road Suite 200 Rale]Lyh, NC 27609
Phone:
Signature:
Note: The Legally responsible parry should not be a homeowners a ciati�r nless more than 5090 of the lots have been sold and a
resident of the subdivision has been named the president.
1, Gwen E. Nakutis -,a Notary Public for the State of Illinois County of
DuPa e do hereby certify that Catherine A. Gri ffin personally appeared before me this .,3_ ,__
day of March 2_ _ ao6 _ , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official sea],
a
L SEAL NAKUTSSSTATE OF IUMOIS } g:Odll8V6
My commission expires 04/18/06
Form SWU-103 Rev 3.99 Page 3 of 3

Permit No. t ��
(to be provided by DWQ)
State of North Carolina
- — -- -- Bepar-tment of-Environ-ment-and-N-atur-al-Resources-----
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Storm -water 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. PROTECT INFORMATION
Project Name : Me Donal Leads Ferry, NC
Contact Person:. G4g4c> VAw iL3oertgy%1 Phone Number: 919 876-9716
This worksheet applies to: Basin No.
(as identified on plans)
in Drainage Area 2
(from Farm SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. Counter soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fms]).
Soils Report Summary
Soil Type Sand
Infiltration Rate NIA in/11r or cf/hr/sf (circle appropriate units)
SHWT Elevation 35.5 fmSl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 1.5 inch (1,5 inch event for SA waters, I inch event for others)
Design Volume 764 c.f.
Drawdown Time 2 days
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
FortnSWU-103 Rev 3.99
• 36 ft. x —20 ft. = 719 sq. ft. (bottom dimensions)
764 ..c.f.
41.50 fmsl
42.00 fmsl
42.50 fmsl
4-y e6 Fz_y 6 I4�C_K
Page I of 3

,III. - REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.&-Department--of, Environment; -Nealth-and-Natural -Resources-Febrda y-1999) and -Administrative -Cade
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 justification 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.
NIA e. System is not sited on or in fill material. or DWQ approval has been obtained.
NIA 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.
I`7/A 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 (15 inch event for
areas draining to SA waters ). resign 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).
NIA 1. A pretreatment device such as a catch basin, grease trap.. filter strip; grassed swale or
sediment trap is provided.
NIA 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.
NIA 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.
NIA p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
BS q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
N/A 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.
Foizn S NU-1o3 Rev 3.99 Page 2 of 3

IV. INFI7.TRATION BASLN 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.
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 stormwater 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 read ing.and not
readily penetrate into accumulated sediments.
When the design depth reads _2 " in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
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 .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I ain 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: Catherine A. Griffin, Corporate Vice President
Address-. 4601 Six Forks Road, Suite 200, Raleigh. NC 27609 _
Phone:_ 919-8.7-6 971.6•- _ - ,_ Date: 3/3/06
Signature:
Note: The legally responsible party should not be a homeo3vne ssociarion unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1, __Gwen E. Nakutis , a Notary Public for the State of Illinois , County of
Dupaga_ , do hereby certify that Catherine a_ Griffin personally appeared before me this
day of March , 2006 , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
=EN
SEALSE�4KUTlSTE OF ILLSW015P1%5;04t18AC6
My commission expires 04/18/06
Form S WU-103 Rev 3.99 ' Page 3 of 3

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http://www.topozone.com/print.asp?z=18&n=3825900.4908241 &e=276416.977341988&s... 4/12/2006

P . 1
- COMMUNICATION RESULT REPORT ( APR.12.2OOG 4:57PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
---------------------------
041 MEMORY TX 91919B4B3741 OK P. 3/3
--------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E--3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley. Governor
FAX COVER SHEET
Date: 4/12/06
To: Brian Soltz
Company: Commercial Site Design
FAX #: [phone]
William G. Ross, Jr., Secretary
No, of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater'Project Number: SW8 060335
Project Name: McDonald's, Sneads Ferry
MESSAGE:
Brian,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Ms. Griffin, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 4/12/06 No. of Pages: 3 (Incl. Cover)
To: Brian Soltz From: Paul Bartlett
Company: Commercial Site Design Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060335
Project Name: McDonald's, Sneads Ferry
MESSAGE: /f [� ,
Brian, ,L(�
A Request for Additional Information is attached for the subject project
be mailed to Ms. Griffin, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060335.apr06
al will
ME
127 Cardinal Orive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

14,
I�0� W q ��9P
� r
April 12, 2006
Ms. Catherine A. Griffin
Corporate Vice President
McDonald's USA, LLC
4601 Six Forks Road, Suite 200
Raleigh, NC 27609
Subject: Request for Additional Information
Stormwater Project No. SW8 060335
McDonald's, Sneads Ferry
Onslow County
Dear Ms. Griffin:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
McDonald's, Sneads Ferry on March 13, 2006 for review on April 3, 2006. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
Ioirlti Please provide a copy of the Corps of Engineers' jurisdictional determinatiorl
(Action ID# 200100170).
Lj2e' Please provide a PE -stamped copy of the model results/calculations that were
,,..,,��,, used to specify the curb cut widths and curb cut/inlet deflector spacings to
X
6 b pas"s the 1.5" design storm.
3 Since the site is discharging to SA waters, the bioretention areas must function
as infiltration devices and without underdrains since the underdrains will cause
�� I "short-circuiting" of the BMP. Please remove the underdrains and size the
bioretention areas to accommodate the 1.5" design storm without underdrains.
Please label or provide a table of the pond bottom, "trench" bottom, and seasonal
�
high water table elevations for both bioretention areas on Drawing C-6.
�(
5 lease provide a PE -stamped, stage storage table for area, incremental and total
I Please
at bottom, storage, and top elevations for each bioretention area.
�-II0U
6. Please clarify the Landscape Plan of Drawing L-1 for the following items:
er whether the first 5 items in the Planting Schedule Table are trees or shrubs in
the "Comments" column;
i b. ease clarify whether 2 to 3 shrubs per tree (2:1 to 3.1 ratio of shrubs to trees) have
been provided as recommended by the BMP Manual;
��c. P��Ieeaase clarify whether 3 species of trees and three species of shrubs minimum have
_!:Ise -
provided as recommended by the BMP Manual; and
cl ase discuss the selection of "Iris Pseudacorus" since it isn't listed on the
recommended plant list in the BMP Manual..,
Nortttcarolina
, aturally
North Carolina Division of %Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wiimingeton Regional Office Internet: µ%%,A-.ncwatcrgnaliR•.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

Ms. Catherine A. Griffin
April 12, 2006
Stormwater Application No. SW8 060335
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to April 20,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
i JJJ
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINFO120061060335.apr06
cc: Brian Soltz, Commercial Site Design, PLLC
Paul Bartlett

4
ATA 0
NCDENR �1111
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone] r
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s):
FAX or email to Cameron. Weave ncmail.nef along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.0 of the review dilate, unless prior arrangements are made.
APPLICANT Name LE
Company
Address_
Phone _
PROJECT Name /_- /t L?AgJa
PROJECT SYSTEM(S) TRIBUT Y TO
ENGINEER/CONSULTANT n�
Company.
Phone t 9 /2 F
City/State Zip County
Email
(STREAM NAME) Wh/Ae lJr.L RI
NG Zip ,,').76y3 County
mail So�z�C�SIrS�sN,
--------------------- —------ --------------------------_-------- -- ------------ __--------------------------------------------------- - --------
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes)<No
STREAM ORIGIN Determination; # of stream calls; Stream Name
-----y------------------------ ------------------------------ --------___---_----_---------------------------_.-------------_-._no
-------- --�
LV7 STORMWATER ❑ Low Density ❑ Nigh Density -Detention Pond [High Den
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ nigh Density -Infiltration ❑
COASTAL ❑ Excavation & Fill ❑ Bridges & Culveris ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
--------------------- -------- ------------ - - -- - - -
[ 'LAND QUALITY Erosion and Sedimentation Control Plan with l �0 acres to be disturbed. —
WETLANDS (401) Wetlands on Property ❑ Yes % No Isolated Wetlands on Property ❑ yes ® No
Check all that apply Wetlands Will Be Impacted ❑ Yes j.No Wetland Impacts. Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No, ❑ Buffers impacted. Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wIUSACOE ❑Yes [:]No 1 Permit received from USACE ❑Yes E]No
401 Application required ❑Yes X No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits.
Total Fee Amount $

�NGIfv�Ll-�If�SC> /UI"'ZV�YING �'Li�NNIf�:G �,1N1.�/Cl�I�� i�t�Cl-tl"7-��T"t,Jt2 t=
MEMORANDUM
TO: Cameron Weaver, NCDENR
FRONT: Brian Soltz
DATE: February 27, 2006
RE: McDonald's — Sneads Ferry, NC
Express Permit Review Narrative
Site Summary
The proposed McDonald's site is located on NC Highway 210 in Sneads Ferry, North
Carolina, north of the intersection of NC I-fighway 210 and NC Highway t 72. The site is
0.96 acres and is undeveloped land. The site is relatively flat, sloping slightly downward
toward the south. The proposed construction will consist of a single -story 92-seat
restaurant building with parking area.
Stormwater Quality
The pollutant rnoval-desigrnstandard of 85% removal of total suspended solids will be
met by use of bioretenion- _arc as�Storrmvater from the site will be routed into
bioretention areas, where bioretention plantings and soil will provide nutrient uptake and
groundwater recharge in addition to physical filtration. Stormwater from the first 1.5
inches of rainfall will be treated by the bioretention areas. Excess storrnwater will enter
overflow inlets and discharge into the existing storm drainage system.
Erosion & Sediment Control
The proposed McDonald's site is located on NC Highway 210 in Sneads Ferry, North
Carolina. north of the intersection of NC Highway 210 and NC Highway 172. The
proposed construction will consist of a single -story 92-seat restaurant building with
parking area. The site is 096 acres and is currently undeveloped. The proposed
disturbed area is approximately 1.10 acres. The site topography slopes generally slightly
downward toward the south. The subject property is bounded on the'north by NC
Highway 210. To the west, across a commercial access drive, is undeveloped land. To
the south, across a commercial access drive; is an office building complex. To the east is
a bank site. The proposed erosion & sediment control measures include silt fence.
temporary sediment traps, inlet protection, temporary seeding and construction entrance.
F-^X,

4
J
SITE\
N.C. HIGHWAY 172
VICINITY MAP
NTS

�S
Page 1 of 1
North Carolina
Elaine F. Marshall D E PARTM E N ` OF THE
Secretary SECRETARY OF STATE
Corporations
•Corporations Home
•Important Notice
*Corporate Forms/Fees
•Corporations FAQ
GTobacco Manufacturers
•Dissolution Reports
*Non -Profit Reports
*Verify Certification
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Links
•Secretary Of State Home
*Register for E-Procurement
*Dept. of Revenue
Legislation
181999 Senate Bills
02001 Bill Summaries
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*Other Legislation
Search
*By Corporate Name
*For New Corporation
*By Registered Agent
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*New Payment Procedures
Contact Us
•Corporations Division
@Secretary of State's web site
Print
•Printable Page
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 4111 /2006
Click here to:
View Document Filings 1
Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report I
Corporation Names
Name Name Type
NC McDonald's USA, LLC Legal
Limited Liability Company Information
SOSID:
0745819
Status:
Current -Active
Date Formed:
9/30/2004
Citizenship:
Foreign
State of Inc.:
DE
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Corporation Service Company
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough Street
Raleigh NC 27603
One McDonald's Plaza
Oak Brook IL 60523
Principal Mailing Address: One McDonald's Plaza
Oak Brook IL 60523
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary,state,nc.us/Corporations/Corp.aspx?PitemId=6530725 4/11 /2006

SOSID: 745819
Date Filed: 9/30/2004 8:12:00 AM
Elaine F. Marshall
North Carolina Secretary of State
c State of North Carolina C200427300292
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is McDonald' s USA, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is: Delaware
3. The date of formation was 09/17/2004 ; its period of duration is: perpetual
4. Principal office information: (Select either a orb.)
a. Q The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street one McDonald' a plaza
City, State, Zip Code Oak Brook, IL 60523 County Dupage
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
NumberandStrect 327 Hillsborough Street
City, State, Zip Code Raleigh, NC 27603
County wake
6. The mailing address, if different from the street address, of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: Corporation Service Company
8. The names, titles, and usual business addresses of the current managers of the limited liability company are:
(use attachment if necessary)
Name Business A&ress
see attached rider
(Revised January 1002) (Form L-09)

Manager Rider for McDonald's USA, LLC
Name Mailing Address
Gloria Santona McDonald's Corporation
2915 .Tone Boulevard -- Dept. 010
Oak Brook, Illinois 60523
Catherine A. Griffin McDonald's Corporation
2915 Jorie Boulevard — Dept. 091
Oak Brook, Illinois 60523
Robert L. Switzer McDonald's Corporation
2915 Jorie Boulevard -- Dept. 332
Oak Brook, Illinois 60523

DeCaware
?he First State
PAGE 1
I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "MCDONALD'S USA, LLC" IS DULY FORMED
UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING
AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE
SHOW, AS OF THE TWENTY—THIRD DAY OF SEPTEMBER, A.D. 2004.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "MCDONALD'S
USA, LLC" WAS FORMED ON THE SEVENTEENTH DAY OF SEPTEMBER, A.D.
2004.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES RAVE
NOT BEEN ASSESSED TO DATE.
3956323 8300
040688915
Harriet Smith Windsor, Secretary of State
AUTHENTICATION: 3369245
DATE: 09-23-04

CORPORATIONS DIVISION P. O_ BOX 29622 RALEIGH, NC 27626-0622
APPLICATION FOR CERTIFICATE OFAUT11ORITY
Page 1
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. ,Tte Certificate of Existence must be less
than th$ g1d, A t ca'n n t a et
10. If the limited liability company is required to use a Fictitious name in order to transact business in this State, a copy of the resolution
of its managers adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This theG3� day of �� e tv ,206(4
McDonald's USA, LLC
Name ojLimit d Liability Company
Signature Oft
f onager
Type or Print Name
(Revised January 2002) (Form L-09)

SOSID:
• ' Date Filed: 9/21/2004 4:42:00 PM
State of North Carolina Elaine F. Marshall
Department of the Secretary of State North Carolina Secretary of State
C200426500012
APPLICATION TO RESERVE A BUSINESS ENTITY
Pursuant to §55D-23 of the General Statutes of North Carolina, the undersigned hereby applies to the Secretary of State to reserve the
following business entity name:
1. The business entity name to be reserved is:
MCDONALD'S USA- LLC
2. The name of the applicant is: Karen Rozar for Corporation Service Company
3_ The address of the applicant is:
Street Address 2711 Centerville Road, Suite 400
City, State, Zip Code Wilmin ton DE 19808
4_ The above entity name is to be reserved for a nonrenewable period of 120 days from the date of the filing of this application.
This the _26"' day of _September , 2004.
Entity
Signature
Karen Rozar for Co oration Service Company
Type or Print Name and Title
NOTES:
1. Filing fee is $30. This document must be flied with the Secretary of State.
CORPORATIONS DIVISION P. 0. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form BE-03)

�NGIIV��FZING /VF��1t�YIN� • r=l-l.NIVING • �i �NE�/�r.F�L r.R�Y'-11T�C-T`LJ F`�
TRANSMITTAL COVER SHEET
TO:
Paul Barlett
C:
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
910 395-3900 ext. 251
{
SF.NDIiR:
Brian T. Soltz
ROJI (A �i[?� �
1\ic onald's — Sneads Ferry, NC f(,
1)ATFl .-
3/13/06
ROJE (:T NUMBER:
MCD-0515
V
❑ OVFRNIGI rl" ❑ REGULAR MAIL 011AND DFUVFR ❑ I IOID
COPIE{S
DATE
DESCRIPTION
2 Scts
Site Development Plans
1
Form SWU-101 (original)
2
Form SWU-103 (originals)
2
Stormwatet Report
1
Check for $4,100 (Storm -water and Land Disturbance)
Please accept the enclosed for stormwater "express review." Please call me if you have an}
questions.
Thanks,
Brian Soltz

113/22/2005 16:46 9196483741
COMMERCIAL SITE DESI
PAGE 01
.—naCINE_�I'�1fJ�.- /�'I"S�1L_�'I� _� l�l�i•„�[NIN � �: .IVC%C1i1i •�'CCHI i GC'Vr:�
FACSIMILE TRANSMITTAL SHEET
To: FAX NimfBER:
Vincent Lewis 910-350-2004
NCDENR/DWQ
TO: — -- FAN Nl NMEK-
TO: FAX NUMBER
S$t`DCR: i5r %A"
Daniel Brou.-n NkDonald,, —` Ferry, NC
DATR & NO. OF PAGES MC UDING COVEk: PR r-.r7rT NLiiru R:
11 /22/05 4 pages MCD-0515
NOTES/COMMENTS:
Folic,%ing this page is an Infiltration Site Visit Request. Also included is a site map, and an
enlarged xicinity map. If you have trouble viewing the maps, call me and i will email a PDF
to you.
We are bc9nnug design for this site and hope to Use an infiltration BNfP for water duality.
We need a detcn7unation of seasonal high water table elevation. We are currently
coordinating with a consultant to providc infiltration tests, who can visit the site at the same
time that you are there.
Please contact me by phone or cmail to discuss.
Daniel Brown
[phone]
[e-mail]
0iz/0/6 6

11l2i26@5 16:46 9198483741
COMMERCIAL SITE DESI PAGE 02
s
INFILTRATION SITE VISIT RE UEST
Name of the Project
Location (attach a clear vicinity map):
S - n ea Js Ferl-cl
IVC 2-1 a Snead s Gee rr
Street address, SR number, community, etc.
Directions from the nearest major intersection: Fnom of
17 2 , __ sztN___�5__'o
a 'So 139 d-T Sr'
Owner/Applicant Name: G'D*n&J4-5
Consultant Name: ,,,mri►p-rckl S/fe
Consultant Contact information
Existing ground elev. @basinftrench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation :
BS��l2 p_tione . (T1u $Yk- 3? y r foor
fsx, email, etc_ �
6rawn®csrfe4esEJA. cc PO)
ii
•�s�� G {�,
SummarylComments: 1J �
J` � uh SU464 1 pep,- J /�
1/.I /bC3�fJl��t� f/X-J
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. if the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under'NCAC 2H.9000, and assumes no liability should the system fail.

11122/2005 16:46 9198483741
COMMERCIAL SITE DESI PAGE 03
., Iw
VICINITY MAP
NT5

.11/22/2005 16:46 9198483741
COMMERCIAL SITE DESI
PALL U4
/
i
ol
/ / \
/ .ervr enw-
/
�\ 4
vreAsw"
7
�s FeakY
;E 17A
\
\
1� \
PROPOSED AIC�
1L . TiES T # I r
�4`rcv�C
r�Acrre i '6\
7liEUJ+O7AbAr3MFA0S�{PRY � \
lA.786 8F OR Q a0 �C.
(YAUN7) Jfl�`w
' 6rr�vfY Y
wv
1NFIL. TEST #2
1/
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/ I
e.l °'+wer+rrf
\` rOnc nF in*rs7 f`,CA
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1 � MS'•7O�14 pq' a
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/
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1� I
raAer i
TW LAMO NG w7 SUFACS FM,'YV
LaP sown 17. FAGE741
l wM.
GAaPtIIr

08: 46 9103291624
MANAG;MEN I CAPE FEAR,REAL. asv +nc vuvv� ESf_1E _ PAS 02
APR 2
U.S. ARMY CORPS OP ENGINEERS
tNIL.MINGTOK DISTRICT
AGifltt Id. 2.00'l0170 County 1 auad S dS F RRY
NO'OEPARTM, NT OF THE ARMY AUTHIPRIZAMN RI=GUIRED
Property Owner, eve en! OWu A ;-btpLa t1� M eau
1 Q Ws!geffLoun, ngg-vib VA 24 541 O Box R52Z ZTMInoton-NC40
UTM or LATJLONG Nodh:'3825550 Fast: 276300 Zane 18
Telepndne f ftgg 793-5 3 -
Size and Localiop of project. "`atemody, road.nametnumber, town; eta:.} IM R2p c rinata erre t s_I4oai '$t
. � norl wed_ COfne� 4�"�1L;1� aiifFF�.rw Zi-D' ft0 lei net Cnun Tfdortf•- — -. ...-.._...---. .
your work as_destrlbedob6ve Coos not require Department of the Army authorizallon for.the following reasons)..
7C Ttware are no jurisdictional wetam or wetlands within the boundaries of the project as described above. Ttiis .
determinaUan Is effective for finre years from the data of 1W darument.
The proposed project does not have a regulated Impact on jurisdEdiflnal waters or -wetlands.
The proposed project is exempt front Department of the Army regulations. i
(Specify) '
Any changes inthe dasaribed work resulting in impacts to, jurisdictional waters or wadands or any new work In
.jU&AIdlonai water or wetlandsoutside the,RM2 described above must treco6zet rated with the Cops of Engineers
prior 16 commencement. Please contact the RegulatoryOfiidal specified below.
Far any activity within the twenty coastal counties, before beginnlng' work, you must-bantaet the N-C. Division of
Coastal Management at telephone (91a) 732_2292 to discuss any requited State pegnit autheorizatlon.
This Department of the kmy determii*lian.dnes not reliev&Me pmperty owner of Life responsibility to Obtain any other
required Federal. State, or local approvaWpermits.
Date: blayMDf r 27. 2000
Corps Regulatory Official: 9cke Telephone 9�r 251-4811
SURVEY PLATS, FIELD SKETCH, WeTtAN6 nalu I ON ORMs. PROJECT ePLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF TtflS FORM. IF REQUIRED OR AVAiLA BLE<:
"w F&M *A

�fJG11V l=(`l�If�1C • /VF:�/�YIIVC • PL%.fV IVIfVG • L-�^.hll�/Ci`�F9� r��2Cl—IIT�CTVR�
TRANSMITTAL COVER SHEET
TO:
Paul Barlett
C:
NCD--NR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
910 395-3900 ext. 251
SPNDFR:
Brian 'r. Soltz
P R0)F.CI' NIA NII
McDonald's — Sneads Ferry, NC
DATli:
4/20/06
PROJEICT NUMBER:
MCD-0515
ERI CATRNIGE EC ❑ REiGUI AR MAIL ❑ 1IANID DI%IIVF.R ❑ 11011)1 UR 1,1(;K-UP
COPILS
1)ATE
D SCRIPTION
2 Sets
Re�%71Sed Site Plans
2
Revised Stormwater Calculations
1
Memo response to comments
NOTI-'s/Co mAI1'NTS:
Per your first review comments, find enclosed revised plans. Please call me if you have any
questions.
Thanks,
Brian Soltz
APR
_ '. -S�®
f:;zz,CD^ED • /lJiT(w 10 /\L�IGI-1, IVY �7�1
F=I-101-I �l��g-Ef3I�=,I • �^X: -C-:�>I-OGcf5-_--s7-11

1
�NC'IN���IIVC • /VF?�/�YINC • PL/�NNINC- • Li �Np/C/\P� f'�R4t--11T�C�iVP�
MEMORANDUM
TO: Paul T. Bartlett. PE, NCDENR
FROM: Brian T. Soltz
DATE: April 19, 2006
RE: McDonald's — Sneads ferry. NC - SW8 060335
Response to Review Comments Dated 4/12/06
Find below response to your letter to Ms. Catherine Griffin dated April 12, 2006
requesting additional information for the above noted project. The number on the
response below corresponds with your comments.
A copy of the Corps of Engineers jurisdictional determination is provided (see
at
copy).
2.Yhe curb cuts were revised to concrete flumes with bypass structures. The
flumes are 4 feet wide. which is adequate to bypass the 1.5" design storm; see
V 1
calculations in the revised Stormwater Management Plan.
3. The,u�rdrains have been removed from the project. The former underdrains
ere not taken into account when the bioretention areas were sized; thus, no
Viesizing was necessary.
4. A table has been added to the bioretention details on sheet C-6 with bioretention
elevations.
L,5. stage -storage table for each bioretention area has been added to the
calculations in the revised Stormwater Management Plan.
<11C Landscape Plan has been revised; see sheet L-L
V
I hope this information will be sufficient for plan approval. Please call or e-mail me if
You have any questions.
Thanks.
Brian T. Soltz
[e-mail]
7��1 C��L_�/"�OOF� FZC�f1Q 1lJl�� 1Q� F�f1��IGt�i, NC �7 .C-�13
it —IONS: �1�-c��i�-�1�1 • �f1X: �1�-o�C7-�7�I1

a*„NCIN��I�Ii�lG • /UR�/�YING • PLi'.NNING • L',N�/Cr.P� i .I�CrSIT�C TUF?�
TRANSMITTAL COVER SHEET
rc ):
Paul Barlett
;C,
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 2W5
910 395-3900 ext. 251
SF,NDI?R:
Brian T. Soltz
ROJECI-NAME:
McDonald's — Sneads Ferry, NC
I)ATI":
3/17/06
PROJECT NUMBER:
MCD-0515
❑ OVI,:RNI(;I ri' Ci M-,GULAR MAIL 01]AND DFLIVIUR 01101.1) FOR PICK-UP
COPIES DATE. PT] ON
2 Landscape Plan w/I.A seal
Ni )'1'I Sti/CO hi M kN"I'S:
Per your preliminary review comments, find enclosed Bio Retention plans signed by a NCLA.
Please call me if you have any questions.
Brian Soltz 7`l I-
Ln
MAR 2 0 2006

�f�1GIIV ��F�If�lG • l�JR�/�,YIfV G` • �Li .fV r\Ili�Jc • L/\fV C7/G`i .P� ��RC1--11-T`�CT�.JR�
TRANSMITTAL COVER SHEET
To:
Paul Barlett
Cc:
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
910 395-3900 ext. 251
SIiNDIiR:
Brian T. Soltz
'ROJFCT NAME:
McDonald's — Sneads Ferry, NC
DATU.:
3/23/06
'ROf I?CT NUMBER:
MCD-0515
ED OV17JZNI(;br[- ❑ RF.CUI AR MAIL ❑ E LAND DI J.I VFJZ ❑ I fOl P FOR PICK-U),
COP[]{s DATE: DESCRIPTION
2 Landscape Plan w/LA seal
N'OTI S/COKIMFNTS_
I may have sent this before but I want to be sure. Per your preliminary review comments,
End enclosed Bio Retention plans signed by a NCLA. Please call me if you have any
questions.
"Thanks,
Brian Soltz
'7'ECEIVED
MAR 2 4 2006
N

P. 1
* * * COMMUNICATION RESULT REPORT ( MAY
FILE MODE OPTION
---------------------------
480 MEMORY TX
--_-----------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
--- 919198483741
5.2006 11:02AM )
TTI
RESULT
-------------------
OK
NCDENR WIRO
PAGE
—P ._ 8/8
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
r
Date: NO. Of P : (exeludingcaver)
To:1t'Om: 4 �`i
FAX #: C 0: �K�' met_ j O: NC DENR
FA - �AX#. 910-350-2004
REMARKS;
127 Cardinal Drive Extension, Wilmington, ri.0.:8405-3845 Telephone [phone] FAX [phone]
An Equal opportunity ARlrmative Action Employer