SW8060335_COMPLIANCE_20170103

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

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
January 3, 2017
Mr. Peter Bensen. Manager
\•1cDonald's USA, LLC
One McDonald's Plaza
Oak Brook_ I.L 60523
-Is. Gloria Santora, Manager
McDonald's USA, LLC
One 1NIcDonald's Plaza
Oak Brook_ IL 60523
1\9s. Karen Nlatusinec, Nlanap-er
R9cDonald's USA, LLC
One McDonald's Plaza
Oak Brook, IL 60523
Ms. Marcy Miller. Nlanager
1%9cDonald's USA, LI,C
McDonald's Corporation
One NicDonald's Plaza
Oak Brook, 1L 60523
,1•ir. Andrew J. iMchenna. Chairman
McDonald's Corporation
One McDonald's Plaza
Oak Brook, IL 60523
Subject: Notice of Non -Compliant Inspection & Permit Extension
McDonald's Sneads Ferry
State Stormwater Management Permit No. SNN'8 060335
Onslow County
Dear Mr. Bensen, Ms. Santona, 'Ms. Nlatusinec, i\1s. Miller, & Mr. iMcKenna:
ROY COOPER
Governor
TRACY DAVIS
nirerrnr
Effective August 1, 2013, the State Stornwater program ryas transferred from the Division of Water
Quality (D1VQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to D\VQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this letter references DLiNILR as the Division responsible for issuance of the
permit. `fhc Department of Environment and Natural Resources (DENFR.) has also been renamed the
Department of Environmental Quality (DEQ).
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
.approval issued by the fornter 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 stormwater permit that was set to expire during this time frarnie
to three (3) years from its current expiration date. On August 2, 2010.. the Governor signed Session Law
2010-177, which granted an extra near for a total of four (4) years extension. Accordingly, the Division is
herewith notifying you that the subject permit is now effective from the date of issuance until _,%,Iay 4,
2020 which includes all available extensions.
On December 14, 2016, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) inspected the subject project, located at 930 NIC-210 in Sneads Berry 1n Onslow
County to determine the status of compliance with the State Stormwater Management Permit Number
State orNorth Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I V%'ilmington, NC 28405
910 796 7215

Page 2 of 2 AW
SW8 060335 issued on IMay 4, 2006. D1;1N4LR file review and site inspection revealed that the site is not
III compliance with the terms and conditions of this permit. Please find a copy of the coniple€ed form
entitled "Compliance Inspection Report" attached to this letter, which summarizes the findings of the
recent Inspection.
A copy of the permit and inspection pictures are included. As shown in the pictures, a wall has
blown out from a bioretention basin. Please restore the bioretention basin to its permitted
conditions.
Please be reminded that it is your responsibility as the permittee of record to submit a completed and
signed Ivatne/Ownership Change Form to the Division of Energy, N incral and Land Resources 30-60
calendar days prior to making any of the below listed changes. These forms are available on our website
at: Mips://deci.nc.gov/about/divisions/enerm,-mineral-laird-resources/energy-mineral-land-
permits/stonnwater-permits/forms.
a. An ownership change including the sale or conveyance of the permitted project area in whole or
in part. `Phis does not include the conveyance of subdivided residential lots to individuals which
are made subject to a recorded declaration of covenants and restrictions which contain the
statements required by the stormwater permit;
b. The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association, subject to the requirements of Session Law 201 1-256;
c. Foreclosure proceedings;
d. Filing for Bankruptcy;
e. Dissolution of the partnership or corporate entity. Per NCGS 57D-6-07, a dissolved LLC shall
wind up, which may include continuing the business of the LLC for a period of time. The person
charged with winding up the LLC shall collect the LLC's assets [which include the stormwater
management permit], and distribute the assets as provided in NCGS 57D-6-08(2).
f. A name change of the owner / permittee;
g, A name change of the project;
h. A mailing address change of the perirtittee;
Please be advised that until you submit the required Name/O%vnership Change Form to the Division and
receive approval from the Division to transfer the permit., you are required to comply with the terms,
conditions and limitations of the Stormwater (Management Permit under Title 15A \North Carolina
Administrative Code 211 .1003 and North Carolina General Statute 143-214.7, including the operation
and maintenance of the permitted stormwater system.
Failure to provide the requested information, or to respond to this letter with a plan of action; including a
timeline to resolve the identified deficiencies, by FeII_ruary 3, 2017, are considered violations of the
permit. If the requested information is not submitted to this office by the due date, then DEIMLR staff
will re -inspect the site and may issue a Notice of Violation. Please also note that any individual or entity
found to be in noncompliance with the provisions of a stormwater management permit or the stormwater
rules is subject to enforcement action as set forth in NCGS 143 Article 21, including the assessment of
civil penalties of up to S25,000 per day.
If you have any questions, please contact me at the Wilmington Regional Office; telephone number (910)-
796-7331 or via email at [e-mail].
tti,M
=y GDSlkpj
cc.:
I Engineer
Compliance Inspection Report
2006 Permit
2016 Inspection Pictures
%StormwaterlPennits & Projects120061060335 HD12017 01 CrI deficient 060335
Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WHO stormwater Permit Pile
State of North Carolina I Environmental Quafity ] Energy, Mineral and Land Resources
Wilmington Regional Office I Q7 Cardinal Drive Exiension I Mil mington, NC 28405
910 796 7215

Compliance Inspection Report
Permit: SVV8060335 Effective:05104106 Expiration: 05/04/20
Project: McDonalds Sneads Ferry
Owner: McDonalds USA LLC
County: Onslow Adress: NC Hwy 210
Region: Wilmington
CitylStatelZip: Sneads Ferry NC 28460
Contact Person: James M Kurtz Title: Regional Development Director Phone: [phone]
Directions to Project:
From intersection of NC hwy 172 and NC hvN 210, proceed north on NC 210 for approx. 700 ft. The Project site is located here
on the west side of NC 210
Type of Project: Stale Stormwaler - HD - Bioretention
Drain Areas: 1 - (Mill Creek) (03-05-02) ( SA;HQW)
2 - (Mill Creek) (03-05-02) ( SA;HQW)
3 - (Mill Creek) (03-05-02) ( SA;HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 12/14/2016 Entry Time: 12:55PM Exit Time: 0110PM
Primary Inspector: Holley A Snider
Secondary Inspector(s):
Kelly Johnson
Phone: [phone]
Reason for Inspection: Complaint Inspection Type: Compliance Evaluation
Permit Inspection Type: State Storm%vater
Facility Status: ❑ Compliant E Not Compliant
Question Areas:
State Stormwaler
(See attachment summary)
page: 1

Permit: SW8060335 Owner - Project: McDonalds USA LLC
Inspection Date: 12/14/2016 Inspection Type Compliance Evaluation Reason for Visit: Complaint
File Review Yes No NA NE
Is the permit active? ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ 0 ❑
Comment
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ■ ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? 0 ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? 0 ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? 0 ❑ ❑ ❑
Are the inlets located per the approved plans? 0 ❑ ❑ ❑
Are the outlet structures located per the approved plans? 0 ❑ ❑ ❑
Comment: The stormwater measures have been certified by the Enoineer (see file). A wall has blown out (.,see
photos).
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and available for review or provided to
DWQ upon request?
Comment:
Other Permit Conditions
Is the site compliant with other conditions of the permit?
Comment:
Other WO Issues
Is the site compliant with other water quality issues as noted during the inspection?
Comment:
Yes No NA NE
❑ ❑ ❑
❑ ❑ ❑
Yes No NA NE
❑ ❑ ❑
Yes No NA NE
■ ❑❑❑
page: 2

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Energy. Mineral &
Land Resources
ENVIRONMENTAL QUALITY
March 30, 2017
Mr. Peter Bensen; Manager
McDonald's USA, LLC
One McDonald's Plaza
Oak Brook, 11, 60523
Subject: Notice (if Inspection — Compliant
McDonald's Sneads Ferry
State Stormwater Management Permit No. SW8 060335
Onslow County
Dear Mr. Bensen:
ROY COOPER
Governor
MICHAEL S. REGAN
Serretai _v
TRACY DAVIS
Director -
On March 23, 2017, the Wilmington Regional Office of the Division of Energy_ Mineral and Land
Resources (DEMLR) inspected the subject project, located at 930 NC-210 in Sneads Ferry, NC to
determine the status of compliance with the State Stormwater Management Permit Number SW8 060335
issued on May 4, 2006. This was a follow-up to the December 14, 2016 inspection which found that a
retaining wall surrounding the bioretention basin had blown out. The wall has now been repaired.
DFMLR file review and site inspection revealed that the site is in compliance with the terms and
conditions of this permit. Please find a copy of the completed form entitled "Compliance Inspection
Report" attached to this letter; which summarizes the findings of the recent inspection.
Please be advised that until you submit the required Name/Ownership Change Form to the Division and
receive approval from the Division to transfer the permit, you are required to comply with the terms,.
conditions and limitations of the Stormwater Management Permit under Title 15A North Carolina
Administrative Code 2H A 003 and North Carolina General Statute 143-214.7, including the operation
and maintenance of the permitted stormwater system.
Please also note that any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules is subject to enforcement action as set forth in
NCGS 143 Article 21, including the assessment of civil penalties of up to S25,000 per day.
If you have any questions, please contact me at the V+.'ilmington Regional Office, telephone number (910)-
796-7331 or via email at kelly.pjc)[e-mail].
3,tneer
enc: Compliance Inspection Report
'i GDSlkpj: 111Stormwater\Permits & Projects120061060335 HD12017 03 CEI_compliant 060335
cc: Mr. Leo Van Buuren, McDonald's USA, LLC (Regional Office)
4601 Six Forks Road, Suite 200, Raleigh; NC 27609
Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater Permit File
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington.N'C 28405
410 7% 7215

Compliance Inspection Report
Permit: S1N8060335 Effective-. 05/04/N
Project: McDonalds Sneads Ferry
Owner: McDonalds USA LLC
County: Onsiow
Region: Wilmington
Expiration: 05/04/20
Adress: NC Hwy 210
City/State/Zip: Sneads Ferry NC 28460
Contact Person: .fames M Kurtz Title: Reczional Development Director Phone: [phone]
Directions to Project:
From interseclion of NC hwy 172 and NC nwy 210, proceed north on NC 210 for approx. 700 ft The Project site is located nere
on the west side of NC 210
Type of Project: Slate Slormwater - HD - Bioretention
Drain Areas: 1 - (Mill Creek) (03-05-02) ( SA;HQVV
2 - (Neill Creek) (03-05-02) { SA;HOV%r
3 - (MiA Creek) (03-05-02) ( SA.HQVV)
On -Site Representative(s):
Related Permits:
Inspection Date: 03/23/2017 Entry Time: 10:45AM
Ito
Primary Inspector: Holley A Snider
Secondary lnspector(s):
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: 2 Compliant ❑ 'Not Compliant
Question Areas:
U State Slormwater
(See attachment summary)
Exit Time: 11:00A;A
Phone: [phone]
Inspection Type: Compliance Fvaluation
page: 1

Permit: SV8060315 owner - Project: McDonalos USA LLC
Inspection Date: 0312312017 Inspection Type Compliance Evaluation Reason for Visit: Follow-up
Fite Review Yes No NA NE
Is the permit active? ❑ ❑ ❑ ;,D
Signed copy of the Engineer's oe„iflcation is In the file? ❑ ❑ ❑ EA
Signed copy of the Operation & Maintenance Agreement Is in the file? ❑ ❑ ❑ P
Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑ Q
Comment:
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
SW Measures
Are the SW measures constructed as per the approves plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and available for review or provided to
DWQ upon request?
Comment: The blown out portion of the block wail has been repaired.
Other Permit Conditions
Is the site compliant with other conditions of the permit?
Comment:
Other WQ Issues
Is the site compliant with other water quality issues as noted during the inspection?
Comment:
Yes No NA NE
ED ❑ ❑ ❑
❑ ❑ ❑
M ❑ ❑ ❑
Yes No NA NE
MR ❑ ❑ ❑
❑ ❑ ❑
Yes No NA NE
2 ❑ ❑ ❑
2 ❑ ❑ ❑
Yes -No NA NE
❑ 1111 EM
Yes No NA NE
91 ❑ ❑ ❑
page: 2

Bioretention Basin Design
File Name:
S:IWQSIBIORETENTION1060335.WK1
Project Number: SW8
060335
Date
4-May-2006
Project Name:
McDonald's, Sneads
Ferry
Reviewer:
P.Bartlett
Receiving Stream:
UT Mill Creek
Classification:
SA; HQW
Drainage Basin:
White Oak
Index Number: 19-39-3-1
Minimum Surface Area
c=.95 for BUA, c=.25 for
grass
Minimum
Provided
Basin # DA
BUA
Sum C x A
BR Area
Area
1 24254
20584
19443.10
1361
3450
sf
2 7611
6367
6041.30
423
719
sf
3
0.00
0
sf
4
0.00
0
sf
5
0.00
0
sf
Volume Required
Basin #
Percent
BUA
Design Storm Rv Value
Required
Volume
w 1
84.87%
1.5 0.81
2467
2
83.66%
1.5 0.80
764
3
#DIV/O!
#DIV/O!
#DIV/O!
4
#DIV/O!
#DIV/O!
#DIV/O!
5
#DIV/01
#DIV/O!
#DIV/O!
Volume Provided
EL
3�96 �i 3 ,ti 1 N f 07.
Basin #
Bottom
Area
Bottom
Elevation
Top
Area
Top
Elevation
Volume Prov.
@Top
Req. Vol. Met
@ elev.
1
3450
41.500
4526.00
42.50
3988
42.12 ft
2
719
41.500
1092.00
42.50
906
42.34 ft
3
0
#DIV/0! ft
4
0
#DIV/O! ft
5
0
#DIV/O! ft
Piantina Guidelines
Ratio of
Basin # Min. # Plants Prov. # Trees Prov. # Shrubs ShrubsfTrees
1 79 9 32 3.56
2 17 2 11 5.50
3 0 #DIV/O!
4 0 #DIV/O!
5 0 #DIV/O!
(must be 2-3)
(must be 2-3) 6� �✓S
(must be 2-3) ,
(must be 2-3)
Comments
# of Trees + Shrubs Provided: # of Plants (Periwinkle) Provided:
1 41 1 175
2 13 2 50

f
INFILTRATION BASIN ANALJPIS p FILENAME: S:1WQS11NBASIN1060412-1.WK1
PROJECT NUMBER: SW8 060412-1 DATE: 04-May-06
PROJECT NAME: McDonald's, Sneads Ferry
DRAINAGE BASIN: White Oak REVIEWER: P.Bartlett
RECEIVING STREAM: UT Mill Creek CLASS: SA; HQW
Index No.: 19-39-3-1 If ORW, is site within the 575' AEC?
SITE AREA 0.96 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
CONCRETE
OTHER
% IMPERVIOUS, 1=
DRAINAGE AREA
Rational C
3,755 0.95
15,929 0.95
900 0.95
TOTAL
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Place a "1" here if Rational
RV= .05+.009 { I } 89
a35s5 FEET MSL
024 INCHES/HOUR
or 0.000006 FPS
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
BOTTOM 41.5 3,450
41.5 3,450 0 0 2��7
4242y 4,004, 1863.5 1863.St L4�%
TOP 42.5 4,526 / 2132.5 3996
VOLUME 1 DEPTH 1 DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches 1 hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches 1 hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.15 CFS
0.02 CFS Must be > Qr
1760.60 CF < 3996 CF
COMMENTS
Volume and drawdown are (not) within Design Requirements.

x
INFILTRATION BASIN NALY IS p FILENAME: S:1%VQ/S11NB'�J IN1060 12-2.WK1
�J.����i
PROJECT NUMBER: SW8 060412-2 DATE: 04-May-06
PROJECT NAME: McDonald's, Sneads Ferry
DRAINAGE BASIN: White Oak REVIEWER: P.Bartlett
RECEIVING STREAM: UT Mill Creek CLASS: SA; HOW
Index No.: 19-39-3-1 If ORW, is site within the 575' AEC?
SITE AREA 0.96 acres DRAINAGE AREA:€€€€€€76:1'JSF
IMPERVIOUS AREA CALCULATION
Rational C
BUILDINGS 0 0.95
PARKING/ASPHALT 6,367 0.95
CONCRETE 0 0.95
OTHER
TOTAL
Place a "1" here if Rational
% IMPERVIOUS, I= `83>7°fk RV= .05+.009 (I)
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
Elev. (ft) Area, sq ft
BOTTOM 41.5 719
41.5 719
� 42 897
TOP 42.5 1,092
VOLUME 1 DEPTH 1 DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM NIA
Intensity, i = .33 inches 1 hour
Or=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches I hour
Volume for 10 yr. 10 min. event =
_55 FEET MSL
'p24 INCHES/HOUR
or 0.000006 FPS
Inc. Volume Acc. Volume
0 0
404 404_1
497.25 901.25
€.16
90.1 25
fla
°62:
0.05 CFS
0.00 CFS Must be > Qr
546.47 CF < 901.25 CF
COMMENTS
Volume and drawdown are (not) within Design Requirements.