SW8960918_Historical File_20131213

MEMORY TRANSMISSION REPORT
TIME :.2-13-2013 15:24
FAX N0.1
NAME
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
757
12.13 15:20
919198483741
11
12.13 15:20
12.13 15:24
11
OK
`SUCCESSFUL TX NOTICE'**
Stmte of North Cmrollmm
Department or Envlronment n-a Natnral ILeeoureee
Wilmington Rewlonal lomee
2°wd 2Wc<: a , Governor H.A']iC COVH.� BFIEET John SS11:varls lrl� Secretary
To: �� �i"`� �/"' � /'� ✓ - Fra�a: To Casmer
Co: � �� �� �✓ r +' � G— ` � ` � � s �� Phone: l9I Ol 796-7336
Pax: 9/� l�� — �/ Vax: r9io� sso_2oon
I27 .0—ai—it vaii.ai..aeo,,, NC 2840S . C910) 796-7213 - ,A= Equal CDVP tumlty Patllnn 0S JA—d n AmPloyeT

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
.Pat McCrory, Governor FAX COVER SHEET John E Avarla III, Secretary
- / %�
Date: � No: Pages (excl. cover):
To: a / /71d Z5/ 1- '� From: Jo Casmer
Co: '9�7 Phone: [phone]
Fax: (� 7 U ZZ-f"� % `7�� Fax: [phone]
Re: �/J s` 55
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] 9 An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :12-13-2013 )5:26
FAX NO.1
NAME
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
758
12.13 15:21
919193264215
11
12.13 15:24
12.13 15:26
11
OK
`SUCCESSFUL TX NOTICE' "
state or W—tu carotins
"apartment o[ 1a nvlronment and Natural iteaoaw¢
Wilmington Iteplonal Ville*
JHvf McCrory fiiovernor FAX COVER SHEET .Jo/bn J39JEvorlir, xzr seoretary
We : FaaAm
Co: /y6 G®�d�/i�Gd� ,�' piaone: [910) 796-7336
Fax: (21W 550-2004
Ike:G-
1XI Cardinal brive ED.. M WYlminM&o .. NC 25405 • C910) 796-7215 a ,ALn BquA Smpl.y—

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
net McCrory; Governer FAX COVER SHEET John E Skparla III, Secretary
Date:
No. Pages (excl. cover): A!
To: �- ° ��f, X) Ee- >` From: Jo Casmer
Co: �. �%�Phone: [phone]
Fax: �l� -�/� Fax: [phone]
:57
` / ,,� "; d, f ;f- 0-, // n C ,� f . SLC "- e-/ F-
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] 9 An Equal Opportunity Affirmative Action Employer

Nelson, Christine
From: Nelson, Christine
Sent: Monday, December 09, 2013 11:38 AM
To: 'Justin Biegler
Cc: Garrett Often; Russell, Janet; Weaver, Cameron
Subject: RE: Ennis Retail Center - Express Permitting
Justin,
We did receive the submittal for the modification to Ennis Retail on 12/3/2013. However, I have been out sick with
mono since before Thanksgiving and just returned to the office today for a few hours. I wanted to give you a heads up
that since I have been out, the Ennis Retail modification wasn't able to be accepted on the 3`d but will be accepted
today, 12/9.
I appreciate your understanding.
Christine
** Please note the new direct phone number **
Christine Nelson
Envkonme*ital Engineer
State 5tormwater Prod ro m
::IC Division of Energy, Mineral and Land Rescurc: s
i27 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Mair.: 910-796-7215 / Fax: [phone]
EmaJ correspondence to and from this address is subiect to the North Carolina Public Records Law
one may be d;'sciosed to third parties unless the content is exempt by statute or other re_r.•ulation.

CO M E RUAL
SITE DESIGN
TRANSMITTAL COVER SHEET
8312 Creedmoor Road Raleigh,NC27613
919.848.6121 Phone [phone] Fax
www.csitedesian.com
Janet Russell (EXPRESS)
c:
NCDENR (Wilmington Office)
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7215
SENDER:
Justin Biegler
PROJECT NAME:
McDonald's — Wilmington, NC
DATE;
12/02/13
PROJECT NUMBER:
MCD-1218 (EXPRESS)
❑ REGUTARMAIL
❑WWDDEUIER
❑ HOU)FORPICPWP
COPIES
DATE
DESCRIPTION
2
SWM Permit Application (Form SWU-101) (Original and one copy)
2
Deed Restrictions (Original and one copy)
1
Wet Detention Supplement Form
1
Express Permit Fee SWM & LQ - $2,000 (Check # 8322 )
2 sets
Civil Plans (folded)
1
Lease Agreement
1
Documentation from NC Secretary of State (McDonald's USA, LLC)
1
Letter Granting Signature Authority
1
Calculation report
NOTESICOMMENTS:
Find enclosed revised submittal per comm ived at our scoping meeting on November 05,
2013. Please call or email me if porn et further.
V
O
Thanks t�� O9
L
Justin Biegler
bieg.ler(@csitedesign.com

LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: McDonald's USA, LLC
REPORT FOR THE YEAR: 2012
SECRETARY OF STATE L.L.C. ID NUMBER: 0745819
NATURE OF BUSINESS: Real Estate Rental
REGISTERED AGENT: Corporation Service Company
REGISTERED OFFICE MAILING ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603
-1-0-6530725f
Do not data enter manually.
STATE OF INCORPORATION: DE
REGISTERED OFFICE STREET ADDRESS: 327Hillsborough Street
Raleigh, NC 27603 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER: 630-623-3295
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/MEMBERS/ORGANIZERS:
Name: PETER BENSEN
Title: Manager
Address:
ONE MCDONALD'S PLZ
Oak Brook, IL 60523
Name: KAREN ARTUSINEC
Title: Manager
Address:
One McDonald's Plz
Oak Brook IL 60523
PO BOX 66351, AMF O'HARE AIRPORT
CHICAGO, IL 60666
One McDonald's Plaza
OakBrool; IL 60523
Name: Marcy Miller
Title: Manager
Address. -
ONE MCDONALD'S PLZ
OAK BROOK, IL 60523
Name: JANICE FIELDS
Title: Manager
Address:
One McDonald's Plz
Oak Brook; IL 60523
Name: Catherine Grin
Title: Manager
Address:
One McDonald's Plz.
Oak Brood IL 60523
ECEIV,
DEC 0 9 200
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILWY" COMPANIES
Marcy Miller
FORM MUST BE SIGNED BY A MANAGER/MEMBER
Marcy Miller
04/04/2012
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

\%
��• REGIGTER Cr D;_7
WILMINGTON,NC BOOK NEW HANOVER CO. NO.
Hwy.117 & N. Kerr Street PAGE
LTC: 31.0486
17.91 Jamb
.194 JL15, 8.49
I► EMGRAivDiJI&I
(Shopping Center)
THIS MEMO"NDUM OF LEASE, dated this 15th day of March, 1994, is between Edwin I. Ennis.
jr., &Nancy nnis and Edwin 1, Ennis, Sr. (the "LANDLORD"), whose address is 2545 Castle Flt yne
R mington, North Carolina 28401, and McDonald's Corporation, a Delaware corporation (the
Tenant"), whose principal place of business is located at One McDonaWs Plaza, Oak Brook, Illinois
60521.
000005 LANDLORD hereby leases to TENANT the demised premises with improvements and appurtenant
easements, if any, in the City of Wilmington, County of Hanover, State of North Carolina, described in
Exhibit A attached and made a part of this Memorandum of Lease.
1. TERM: TO HAVE AND TO HOLD for a term of twenty-one years, commencing on November
25, 1993, and ending November 24, 2014.
2. OPTION TO EXTEND: LANDLORD grants to TENANT the option to extend the term of the
Lease at the expiration of the original term for successive periods aggregating 20 years.
3. FIRST REFUSAL: LANDLORD grants to TENANT the right of first refusal to lease and
purchase the demised premises.
4. COMMON AREA EASEMENT: LANDLORD grants to TENANT and TENANTS invitees.
licensees, assigns, subtenants and patrons, during the term of the Lease and any extensions, a non-
exclusive ingreWegress and parking easement to use all of those portions of the property described in
Exhibit B (the "Shopping Center") designated as parking areas and driveways.
5. UTILITY EASEMENT. LANDLORD grants to TENANT, during the term of the Lease and any
extensions, a Non -Exclusive Easement to use portions of the Shopping Center as may reasonably be
required now or in the future by the TENANT for the installation, maintenance and repair of sanitary
sewer, water, gas and electric utilitv lines and related facilities.
6. STORM SEWER EASEMENT. LANDLORD grants to TENANT, during the term of the Lease
and any extensions, a Non -Exclusive Easement to connect to and use the storm sewer line and related
facilities located in the Shopping Center and/or to surface drain over the Shopping -Center.
7. LANDLORD'S SIGN EASEMENT: TENANT grants to LANDLORD, during the term of the �}
Lease and any extensions, a sign easement which allows LANDLORD to place one (1) shopping centerig
pole sign and the Northeast corner of the property described on Exhibit A. so as not to-himmi-ray obstru,l
the visabiiity of TENANT'S signage and business operations. t-cwu oa j
8. PERMANENT EASEMENT: If the TENANT acquires fee title to the demised premises under
the terms of the Lease, the easements conveyed in Paragraphs 5, 6 and 7 above shall be perpetual.
ECEIVE
DECO 9 2013
#,ETURNED TO�
C,�c4/�

F—
• BOOK PAGE 4p
1T9 0929
9. MEMORANDUM: The rentals to be paid by TENANT and all of the obligations and rights of
LANDLORD and TENANT are set forth in the Ground Lease dated October 21, 1993, executed by the
parties. This instrument is merely a Memorandum of the Lease and is subject to all of its terms,
conditions and provisions. In the event of any inconsistency between the terms of the Lease and this
instrument, the terms of the• Lease shall prevail as between the parties. This memorandum is binding
upon and shall inure to the benefit of the heirs, successors, assigns, executors and administrators of the
parties.
To indicate their agreement to the above, the parties or their authorized representatives 'or officers
have signed this document.
LANDLORD: TENANT: McDONALD'S
SEAL) BY:
Edwin I. 's, r.
(SEAL) ATTEST:
l &w R. Ennis
H
Edwin 1. Ennis, r.
(ATTACH ACKNOWLEDGMENT OF SIGNATURES AND EXHIBITS A AND B)
Prepared by and Realm to:
Adrienne Torre
- 0evelopment Team Legal Department
McDONALD'S CORPORATION
One McDonald's Plam
Oak Brook. Ittinois 60521
.TION

6
STATE OF ILLINOIS
COUNTY OF DUPAGE
BOOK
I?91
PAGE
I, Denise M. Bush, a Notary Public of the County and State aforesiad, certify that Michael j". Sise,
personally appeared before me this day and acknowledged that he is Assistant Vice President of
McDonald's Corporation, a Delaware corporation, and that by authority duly given and as the act of the
corporation, the foregoing instrument was signed in its name by its Assistant Vice President, sealed with
its corporate seal and attested by Lowell Dixon as its Assistant Secretary.
Witness my hand and official stamp or seal, this 16th day of March, 1994.
' • A440i Notary Public
My Commission.expires:
STATE OF NORTH CAROLINA
CG TY OF AZ*jJ Ianlc)l r-
V ^ 1 `4 �I JOi()A -CZ- Ai A(*,S r , a Notary Public in and for saij County and State, do hereby
ce,tifgtl � .ii. �n)nir�S Sri of 1 A) who is
personally known to me to be the same person whose name is subscribed to the'foregoing instrument
appeared before me this day in person and acknowledged that he/she signed, sealed and delivered th s. 'd"'
0.P instrument as his#w free and voluntary act for the uses and purposes therein set forth -
WITNESS my hand and notarial.seal, this then day of AbfL,19-9-y-:.. "
A/"-.-jbf -A
Notary Pubi'y""' ,-
Ial My Commission expires:
STATE OF NORTH CAROLINA
New Hanover County
The,foregoing/ Annexed Certificates) of
Notary (Notaries) Public is/ are certified
lobe correct. �f
This the ' day of `�� 19 �r
M Sue cots, Register of Beds
by f •/�.s 4
Deputy/At—
itary Public in an or said County and State, do hereby
_ of �_ ,_ � who is
whose
,Mfe is subscribed to the going instrument
that he/she signed, s and delivered the said
and purposes thereirp4t forth.
is the day of / 119
My Commission expires:
Notary Public

BOOK PAGE
1701
Beginning at an iron pipe in the Western line of US HWY 117. North
Carolina Highway 133, (Castle Hayne Rd), (100 foot wide might of
Way), said iron pipe being located South 73 degrees 10 minutes 36
seconds West, 53.02 feet from a PK nail at the intersection of the
centerlines of said US HWY 117 and North Kerr Avenue, said
beginning point also being located North 01 degree 36 minutes 30
seconds West, 566.62 feast from a N.C.G.S. control monument
entitled "ERIC," with coordinates of N=197,079.40, E= 2,325-894.44
(NAD 1927); thence, FROM THE POINT OF BEGINNING, along the
Southern line of a 50 foot wide Right of Way North 84 degrees 16
minutes 43 seconds West, 249.02 feet to an iron pipe in the
Southern line of said 50 foot wide Right of Way; thence, South 03
degrees 52 minutes 38 seconds West, 167.46 feet to an iron pipe:
thence, South 86 degrees 15 minutes 00 seconds East, 250.00 feet
to an iron pipe in the Western line of said US HWY 117; thence,
along the Western line of said NC HWY 117 and North Carolina
Highway 133, North 03 degrees 29 minutes 00 seconds East. 158.90
feet to the point of beginning, and containing 0.9343 acres, more
or less.
The above being a portion of that tract of land described in Deed
Book 1247 at Page 0335 of the New Hanover County Registry.
EXHIBIT A

BOOK PAGE
1.791 0 93 2
BEGINNING at a point in the southern line of
Harnett Avenue, said -teginning point using located south 74 degrees,
-- 45 minutes_- east, _ 3.4 feet, as -measwed along _ the said southern_ line- of ---
_ Harnett Avenue from its intersection with the eastern right-of-way of
- U. -S. Highway 117,-(said right-of-way line being 30 feet from the --.-
------------ -
center of said highway) and running thence south-74 degrees minutes
_ west with and along the said southern line of Harnett Avenuex776_feet______
____ to a__etak_e st__a ditohth�noe-south - degreess__30 miautea veet1__384_feet
to a stake; thence north 72 degrees, 1,0 minutes west, 780 feet to a stake;
-------------- ----------------------
-- — ---- ---------------------._
thence north 17 de_grees east -217 tL .to a stake in the southern line --- --
of Harnett Avenue, the beginning. _Lsiag_$ hart of the same tract or parcel
of land conveyed -to Forest Padrick and wife by deed dated August 26, 19224
and recorded in Hook ##133., Page-#286 of the Now Hanover County Registry.
__TOjb�hsr with 8 EjQr.-O%viay.or_ sajem nt oaer Far -nett Avenue as it, is
now constituted. ---------------_...—.-------- - ---------
FIRST TRACT:
BEGINNING at a point in the western line of State Highway No. 40r
said beginning point also tieing North 21 degrees East 99 feet
from the dividing line between tracts No. 4 and 5 of the division
of the M.G. Chadwick lands according to the official Plan of same
duly recorded in the Records of New Hanover county in Book of
Lands and Dowers B, at Page 51 and running thence along said
highway North 21 degrees East 99 feet; thence North 69 degrees
West 220 feet to an iron pipe in the southern line of Tract 6 of
said division; running thence South. 21 degrees West 99 feet;
thence South 69 degrees East 220 feet to the said line in said
highway the point of BEGINNING. Containing one-half acre more or
less.
EXHIBIT B
ire I)

SECOND TRACT: .1791 09 3 U
BEGINNING at an iron pipe on the western side of State Highway
No. 40, 30 feet from the center thereof, said iron pipe being
located northeastwardly as measured along the western edge of
said highway 1628 feet from the point where the west edge of said
!,Ughway intersects the run of Wildcat Branch, said beginning
point being the northeast corner of a one acre lot sold by M.G.
Chadwick and wife, to their son, Robert A. Chadwick and runs from
this beginning point with the northern line of said one acre lot,
North 69 degrees West 220 feet to an iron pipe, the northwest
corner of said lot; thence with the western line of said one acre
lot, South 21 degrees West 198 feet to an iron pipe to the corner
of said one acre lot; thence North 82 degrees west 1252 feet to a
stake; thence South 85 degrees West 2785 feet to a stake in the
east edge of a marsh; thence with said edge of said marsh North
12 degrees,West 110 feet to Black Gum Tree Corner; thence North
85 degrees East 2799 feet to a stake; thence South 86 degrees 15
minutes East 1545 feet to an iron pipe on the west side of State
Highway No. 40, 30 feet from the center thereof; thence
southwardly with the west edge of said Highway 69 feet to the
point of BEGINNING; containing 11.7 acres and being all of Tract
No. 5 of the M.G. Chadwick lands allotted to Ruth Stkebel, all as
shown in Book of Lands and Dower Be at Page5ltn the office of the
Register of Deeds of New Hanover County.
SiECIFICALLY EXCEPTING from the above described two tracts that
certain parcel of land conveyed by Janie P. Kennedy to John
Franklin Hill and wife, more specifically described in that deed
recorded in Book 328 at Page 402, of the New Hanover County
Registry and containing one-half acre, more or less.
THIRD TRACT s
BEGINNING at an iron pipe on the West side of State Highway #40,
thirty (30) feet from the center thereof, said iron pipe is
located northeastwardly as measured along the western line of
said Highway. 1697 feet from a point where the western line of
said Highway intersects the run of Wildcat Branch, and runs
thence from said beginning point the following courses and
distances, North 86 degrees 15 minutes West 1545 feet to a stake;
thence South 85 degrees West 2799 feet to a :lack gum tree at the
east edge of a marsh; thence with said edge of said marsh North 8
degrees West 180 feet to a stake, gum and pine tree pointers;
thence North 85 degrees East 2803 feet to a stakes thence South
89 degrees 50 minutes East 1560 feet to an iron pipe on the west
side of State Highway #40, 30 feet from the center therea€;
thence southwardly along the western edge of said Highway 276
feet to the BEGINNING, containing 19.5 acres. The same being
Tract #6 of the division of the M.G. Chadwick estate lands as
shown by map of W.K. Allen dated June, 1934, and recorded in Book
L.D.B., page 51 of the Division of Lands and Dowers.
EXHIBIT B
(Page 2)

BOOK
PAGE
1791 0934
.INNING at an iron pipe in the Western right of way' line of U. 5.
: fjiighway 117, (50 foot from Center Line), said iron pipe being the
At Northeast corner of Lot 7 of the N. B. Chadwick Division (Book of Dowers
,f B, Page 51) and being located, South 03 degrees 30 minutes West, 835.3
feet from the Southern line of Horne Place Drive (60 foot right of way);
thence, from the point of BEGINNING along the C. F. Seitter, Sr. Estate
Division, (Map Book 15, Page 32), South 88 degrees 08 minutes 45 seconds
West, 3234.70 feet to an iron pipe; thence, South 86 degrees 32 minutes
West 1214.63 Feet to an iron pipe in the edge of a marsh, thence, along
said marsh, South 18 degrees 58 minutes East, 217.1 feet to an iron pipe
in said marsh; thence, along Lot t#6'5 Northern line, North 86 degrees 32
minutes East, 2803.0 feet to an iron pipe; thence , South 86 degrees la
minutes East, 1560.21 feet to an iron pipe in the Western line of said
Highway 117; thence, along said line, North 03 minutes 29 minutes East,
316.9 feet to the Beginning.
The above. being all of Lot #7 of the N. B. Chadwick Division (Book of
Dowers B, Page 51) excepting that portion deeded to Bethany Presbyterian
Church (Book 407 Page 79), and being that Lot of land 75 feet in width
and approximately 542 feet in depth, subject also to the right of way in
favor of North Carolina Department of Transporation for U S Highway 117,
subject also to an easement in favor of Carolina Power and Light
Company, 70 foot wide recorded in Book 526 at page 166. Containin 20.3
acres, more elT- IJ5I.
EXHIBIT B
(Page 3)

McDONALD'S USA. LLC
SECRJ +'TARY'S CERTIFICATE
I, Catherine A. Griffin, an officer of McDonald's USA, LLC, a limited liability company
organized under the laws of the State of Delaware (the "Company"), certify as follows, as
of the date hereof;
1. I am the duly appointed, qualified and acting U.S. dice President and
Secretary of the Company; and
2. The ' Board of Directors of the Company duly adopted resolutions, on
September 5, 2013 (the "Resolutions"), a true, complete, and correct copy
of which are attached hereto as Exhibit A, to authorize certain officers and
employees of the Company to execute documents on behalf of the
Company in connection with construction projects undertaken by the
Company; and the Resolutions have not been amended, modified or
rescinded in any way and remain in full force and effect.
IN WITNESS WHEREOF, I -have hereunto set my hand on this 5 th day of
November ,20 13.
Documentll; M6052-v1
Catherine A. Griffin
U.S. Vice President and Secre
ECEIVE�
DEC 09 2013
qv

EXHIBIT A
Resolutions of the Board of Directors of
McDonald's USA., LLC
Adopted September 5.. 2013
RESOLVED, That any of James Carras, Michael Soenke, Catherine A. Griffin, Denise
Horne, Jerome N. Krulewitch, Larry B. Long, Karen Matusinec, Mahrukh Hussain, Padraic
Molloy. Kathleen R. Madigan and Robert L. Switzer, all of whom are officers of the Company;
Maximiliano Carmona, Senior Construction Director of the Company, Michael B. Ebanks,
Construction Director of the Company; any U..S, Division Development Officer of the Company;
and any attorney holding the title of Managing Counsel or Senior Counsel and practicing in the
U.S. Legal Practice Group, are authorized to execute for and on behalf of the Company, such
agreements, documents, certificates and all other instruments as may be necessary or appropriate
in connection with construction projects undertaken by the Company; provided, however, that the
authority granted to the U.S. Division Development Officer shall only be for construction projects
undertaken in his or her respective geographic area of responsibility.
FURTHER RESOLVED, That each U.S. Division President of the Company is .
authorized to execute in the name of and on behalf of the Company such agreements, documents,
certificates and all other instruments as may be necessary or appropriate in connection with
construction projects undertaken by the Company in his or her respective geographic area of
responsibility, up to a limit of One Million Nine Hundred Thousand Dollars ($1,900,000) per
construction project.
FURTHER RESOLVED, That each U.S.. Vice President — General Manager is
authorized to execute in the name of and on behalf of the Company such agreements, documents,
certificates and all other instruments as may be necessary or appropriate in connection with
construction projects undertaken by the Company in his or her respective geographic area of
responsibility, up to a limit of One Million Four Hundred Thousand Dollars ($1,400,000) per
construction project.
FURTHER RESOLVED; That each U.S. Division Development Director, eaWV.�}-*
Region Development Director and each U.S. Region Construction Manager is authorized to
execute in the name of and on behalf of the Company such agreements, documents, certificates
and all other instruments as. may be necessary or appropriate in connection with construction
projects undertaken by the Company in his or her respective geographic area of responsibility, up
to a Iimit of Fifty Thousand Dollars ($50,000) per occurrence not to exceed Three Hundred
Thousand Dollars ($300,060) per project:
FURTHER RESOLVED, That any of the above signatories for U.S, construction matters;
any Assistant Secretary and any Assistant.Treasurer of the Company; and any attorney holding
the title of Counsel and practicing in the U.S. Legal Practice Group, are authorized to attest to the
signatures on any documents that have been executed pursuant to the foregoing resolutions
(except that no individual may attest to his or her own signature).
FURTHER RESOLVED, That any of the above signatories for U.S. construction matters
may also sign governmental permit and zoning applications and forms for the construction
projects undertaken by the Company in his or her respective geographical area of responsibility.
Mcument #: 12MO52-v1
A-1

DC1ME12CAE
S11E DESi16N
8312 Creedmoor Road Raleigh, NC 27613
919.848.6121 None 919.848.3741 fax
www.csitedesign.com
NCDENR Stormwater Management
Application Package
(Permit Modification SW8 960918)
Submitted:
NCDENR —
Division of Water Quality
McDonald's
2545 Castle Hayne Road
Wilmington, NC
CSD Project No.: MCD-1218
Prepared by:
COMMERCIAL SITE DESIGN, PLLC
8312 Creedmoor Road
Raleigh, North Carolina 27613
November 25, 2013
Dsc p9
•
SEAL
040451
`•�iyV �J. BEM
&12t3 IF2

TABLE OF CONTENTS
CTOIRMWATER MANAGERMEWT APIDLIQ TION 'PArKAGE
1— SW Management Permit Application Form
Q — Deed Rcs±tic ' s
30-- Suppl )
4 — Narrative
5 — USGS Map
6 — Calculations
7 — Geotechnical Report
8 — Property Deed
9 — Secretary of State Filings
10 — Existing Permit & Engineer's Certification

STORMWATER MANAGEMENT APPLICATION PACKAGE
McDonald's — Castle Hayne
SINM Permit Application Package
Wilmington, NC
MCD-1218

4 — Narrative
McDonald's — Castle Hayne
SVv M Perrn,;t Application Package
Wilmington, NC
MCD-1218

Stormwater Narrative
General Information
The proposed site is a redevelopment of an existing McDonald's restaurant with a drive-
thru service site. The project will be called McDonald's — 2541 Castle Hayne Road and is
located at 2541 Castle Hayne Road, Wilmington, NC. The parcel identification number is
312907.57.7671.000. The proposed development site is a 0.93 acre lot that will disturb
0.87 acres. There were no wetlands found on -site during the site investigation. The
property is currently owned by Edwin Ennis, Jr and is a lease lot to McDonald's. The
proposed site construction will consist of a single -story 4,500 square foot building with
curb islands, associated parking, and underground utilities.
There is an existing stormwater permit (SW8960918) that was renewed and certified on
March 25, 2008. The permit will expire in December 2017. The site was found to be in
compliance at that time and there has been no records submitted to our office for non-
compliance issues.
Stormwater Information
This site drains to the Cape Fear River basin from the receiving unnamed tributary of the
NE Cape Fear River. NE Cape Fear River is not considered SA waters.. The stream
index number is 18-74-(61). The proposed development is a high density commercial
site which falls within the Coastal Stormwater jurisdiction. This proposed development
will increase the total impervious surface area of the existing site. The existing 0.93 acre
site consists of 26,814 sf of impervious area (66%) and the proposed development will
result in 32,626 sf of impervious area (79%).
The existing wet detention pond was permitted to receive 237,370 sf of impervious
surfacp.from the overall development, 28,250 sf of which is off. --site impervious surface
from the McDonald's site. The overall permitted drainage to the pond is 10.21 acres of
which 5.45 is permitted impervious surface. This site will increase the McDonald's site
impervious surface to 32,626 sf, and the total permitted impervious surface to 241,746
sf. There are no buffer requirements and this site is not in a proposed buffer. All existing
off -site runoff or road construction has been accounted for in this development. The site
has mostly urban developed soils since this is an existing developed site.

5 — USGS Map
McDonald's Castle Hayne
SWM Permit Application Package
Wilmington, NC
MCD-1218

0.00"
77° 56
0.00"
.
17
,
O`
I S+ fi r 1
rfti�i' 7 4a,F+
Av
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��. Yip - �- r?F i w, ti r -.§.. '� � � •L \`4F .:1.-9�\T�' a.
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,r x„r,= ,1 i' }rl4Sa-. ` 1,•` s l • j r r` " ,�- _ { ,,,,�yj'� - \ rNa-
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Z
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ZD
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R.14 LY 'G ` % i r' ! t �rt^ I ' ' 4.r�s / ! ! I ,� 1{1C 0
.J
SCALE 1:24000
�BA4
l' r 0 1 MILES
0_ 1000 YARDS
`'Y >►k ¢\ ti ,.. tom`' f i ; I'a i +� 0 _ 1 KILOMETER
' 57' 0.00" 77" 56' 0.00" 77" 55' 0.00" 7T 54'
Name: CASTLE HAYNE Location: 034" 17' 00.52" N 077° 55' 29.67" W NAD 27 I
Date: 9/13/2013 Caption: McDonald's - Castle Hayne Rd
Scale: 1 inch equals 2000 feet Ennis Retail
Copyright (C) 1998, Maptech, Inc

6 — Calculations
McDonald's — Castle Hayne
SWWr Permit Application Package
Wilmington, NC
MCD-1218

MCD-1218
ENNIS RETAIL
McDONALD'S REDEVELOPMENT
WET DETENTION POND ANALYSIS
PROJECT#: SW8 960918 MOD
PROJECT NAME: ENNIS RETAIL- MCDONALD'S REDEVELOPMENT
RECEIVING STREAM: NESS CREEK
DRAINAGE BASIN: CAPE FEAR
SITE AREA:
DRAINAGE AREA:
10.21 ACRES
444700 SF
DRAINAGE AREA: 10.21 ACRES
IMPERVIOUS AREAS
PERVIOUS AREAS
1/2 EXISTING RESIDENCE
1800 SF
PERVIOUS: 202330 SF
MCDONALD'S
33250 SF (increase of 5,W0 sf from existing permit, treat at 1.S" instead of 1 "J
OUTPARCEL #1
28850 SF
OUTPARCEL #2
31250 SF
DOLLAR STORE
45220 SF
OUTPARCEL #3
51000 SF
OUTPARCEL #4
51000 SF
SF
SF
TOTAL
242370 SF
RATIONAL C: 0.68
SURFACE AREA CALCULATION
Total area to Pond, A =
10.21
acres
Impervious area to Pond =
5.56
acres
Percent impervious, 1=
54.50
%
depth at normal pool =
6.00
ft
Required SAIDA ratio (from
NCDENR Stormwater BMP Manual) for90%
TSS removal
6.00
6.50
Lower boundary=
2.70
2.70
2.70
Site % impervious =
54.50
3.02
3.02
3.02
Upper boundary =
3.40
3.40
3.40
Required surface area =
13408
sf
Provided surface area =
18000
sf
% IMPERVIOUS: 54.50% SA/DA RATIO: 3.02 %
DESIGN DEPTH: 6 REQUIRED SA: 13408 SF
TSS, 85 OR 90: 90 PROVIDED SA: 18000 SF

MCD-1218
ENNIS RETAIL
McDONALD'S REDEVELOPMENT
VOLUME CALCULATION
POND SIZE
ELEVATION
SURFACE AREA, SF
NORMAL POOL
18.00
18,150
FLOOD POOL
20.00
21,444
TOP OF BANK
21.00
23,091
BOTTOM OF POOL
12.00
8,382
VOLUME REQUIRED:
State Volume Requirement for Storage of first 1.5" runoff for additional 5,000 sf only
Rv = runoff coefficient
Rv = 0.05 + 0.9 la, la=1(entire 5,000 is impervious)
Rv = 0.950
Volume = 3630 x Rd x Rv x A
Rv = 0.95
Rd= 1.5 in
A = 0.11 ac (5,000 SF / 43,560 )
Volume = 569 cf
EXISTING REQUIRED WQv VOL, CF =
add7 vol. from McDonald's increase=
TOTAL REQUIRED WQv VOL, CF =
PROVIDED WQV VOL, CF =
WATER QUALITY VOLUME DRAWDOWN
19,656
569 Information provided
20,225 from existing permit
39,444
T = WQv / Q / 86400 (sec/day)
where,
T = Drawdown Time (days)
WQv = Water Quality Volume (cf)
Q = Cd * A * (2gh)^(1/2)
Diameter of orifice, D =
2.50 inches
Cross sectional area of orifice, A =
0.034 sf
Orifice invert elevation =
17.50 ft
Orifice coefficient =
0.60
Average driving head on orifice, h =
0.83
Orifice flowrate, Q =
0.1498
Drawdown time, T = 3.05 days Minimum of 24 hours
73.13 hours

7 — Geotechnical Report
McDonald's — Castle Hayne
SWM Perrr t Application, Package
Wilmington, NC
MCD-1218 j

REPORT OF SUBSURFACE EXPLORATION
AND
GEOTECHNICAL ENGINEERING ANALYSIS
MCDONALD'S RESTAURANT 32-0468
2545 CASTLE HAYNE ROAD
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
Prepared For
McDONALD'S CORPORATION
ECS PROJECT NO. 22-18274-B
FIRM NO. F-1078
Prepared By
NOVEMBER 27, 2012

0C
ECS CA RO L f N p! S, L L P _ "Setting theStandard for sere; cc `
G eotechnical ^Construction Matwais. • Frivironman.tal -Facilities F'.� Re�',-tnr . F.r ^.7.'fi-' • r p . F-i[t71
November 27, 2012.
Mr. Will Ballard
McDonald's USA, LLD - Raleigh. Region
Q1 Slx l✓otks Road
Suite 20
Raleigh, North Darotina 27609
Reference: Report of Subsurface Exploration and Geotechnical Engineering Analysis
McDonald's Restaurant 32-0468
2545 Castle Hayne Road
Wilmington, Now Hanover County, North Carolina
ECS Project No. 22-18274-13
Dear Mr. Ballard:
As authorized by your acceptance of our proposal number 22-16454 dated October 31., 2012,
ECS Carolinas; LLP (ECS) has completed the subsurface exploration and geotechnical
engineering analysis, for the above 'referenced .project. This report contains the results of our
subsurface exploration, as well as, our recommend;^at'ions concerning the gets#ethnical design
and construction ;:aspects of the project.
We appreclate the -opportunity to be of service to your during this project. and look. forward to our
continued involvement with McDonald's. If you have any questions concerning the information
and recommendations presented in this report, or if we can be of further assistance, please do
not hesitate to coritact us at (910) 6a6-9114.
Sincerely,.
ECS CAROLINAS, LLP represented by.
Wnslow E. Gouts., P.E. t y
Engineering Department Manager • �. : -�
North Carolina License No: 0335 1
N
C. (Nathan) Nallainathan, P.E.
Principal Engineer
North Carolina License No. 019937
7211 Ogden Business Park, .Suite 201, Wiilmtngtor., NC 28411 T. 910-4.86-9114. F. 910-686-9666 www.ecslimited.co,n
ECS Caroiinas..LLP ECS Florida. LLC • ECS, .Midwest, LLC • .ECS.Mid-AtlaMic, LW ECS Sodtl,aw_t; LL~ ECS Texas. UP

TABLE OF CONTENTS
PAGE
1.0 EXECUTIVE SUMMARY 1
2.0 PROJECT INFORMATION 3
3.0 EXPLORATION AND LABORATORY PROCEDURES 4
3.1
Field Exploration
4
3.2
Laboratory Testing
4
4.0
SITE AND SUBSURFACE CONDITIONS
5
4.1
Site Observations
5
4.2
Area Geology
5
4.3
Subsurface Conditions
5
4.4
Laboratory Test Results
6
5.0
CONCLUSIONS AND RECOMMENDATIONS
7
5.1
Site and Subgrade Preparation
7
5.2
Engineered Fill
8
5.3
Foundations
g
5.4
Concrete Slabs -On -Grade
10
5.5
Pavement Considerations
11
5.6
Seismic Design Considerations
12
5.7
Site Drainage
12
5.8
Construction Considerations
12
6.0 CLOSING 14
APPENDIX

McDonald's Restaurant 32-0466
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-B
Page 1
1.0 EXECUTIVE SUMMARY
This report contains the results of our subsurface exploration and geotechnical engineering
analysis for the site located at 2545 Castle Hayne Road in Wilmington, New Hanover County,
North Carolina. The subject property is approximately 1.0 acre. The site consists of an existing
McDonald's restaurant with associated drives and parking and is relatively level. New
construction will include a single -story McDonald's restaurant and associated paved surfaces.
The framing system is expected to include load bearing masonry walls and structural steel.
Approximately 3 inches of asphalt overlying about 6 inches of ABC stone was reported by the
drillers at the CPT sounding locations. Beneath the surface materials to a depth of about 10
feet, the soundings typically encountered intermittent layers of loose to dense silty, slightly silty
and clean sands (SM, SP-SM, SP) and medium stiff to hard sandy silts, silty clays and sandy
clays (ML, CL-ML, CL). From depths of approximately 10 feet to 15 feet, Soundings S-1
through S-4 typically encountered intermittent layers of medium dense to dense slightly silty and
clean sands (SP-SM, SP). From a depth of approximately 15 feet to a refusal depth of about 32
feet, Sounding S-2 typically encountered intermittent layers of loose to dense slightly silty and
clean sands (SP-SM, SP) and very stiff to hard sandy silts and sandy clays (ML, CL).
Groundwater was encountered at a depth of about 17.2 feet in Sounding S-2.
A seismic Site Class "D" may be used for this site based upon the results of the seismic cone
testing.
Provided the subgrade preparation and earthwork operations are completed in strict accordance
with the recommendations of this report, the proposed construction can be supported on
conventional shallow foundations bearing on new engineered fill, approved existing fill or firm
natural soils and may be designed for a maximum net allowable soil bearing pressure of 2,000
pound per square foot (psf). Concrete slabs -on -grade can be designed using a modulus of
subgrade reaction of 150 pounds per cubic inch (pci). During construction, any loose, near
surface sands encountered should be densified in -place.
Our general foundation, slab, and pavement recommendations are summarized in the following �:-...
table:
Bearing Capacity:
2,000 psf on new engineered fill, approved existing fill or firm natural
soils
Foundations:
Shallow footings— minimum 18 inches wide for continuous, while
isolated column footings should have a minimum lateral dimension of
30 inches, 12 inches minimum embedment
Floor Slab:
Ground -supported, wire -mesh reinforcement minimum, 150 pci
modulus of subgrade reaction
Pavement: Asphalt
Light Duty: 3" Asphalt Surface Course on 6" ABC stone
Medium Duty: 3" Asphalt Surface Course on 6" ABC stone
Pavement: Concrete
6 inches Portland cement concrete (4,000 psi compressive strength at
28 days) over not less than 4 inches of compacted aggregate base
course

McDonald s Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-B
Page 2.
Specific information regarding the subsurface exploration procedures used, the site and
subsurface conditions at the time of our exploration, and our conclusions and recommendations
concerning the geotechnical design and construction aspects of the project are discussed in
detail in the subsequent sections of this report. Please note this Executive Summary is an
important part of this report but should be considered a "summary" only and should not be relied
up exclusive of the entire report. The subsequent sections of this report constitute our findings,
conclusions, and recommendations in their entirety.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-i8274-B
Page 3
2.0 PROJECT INFORMATION
Our understanding of the proposed development is based upon our discussions with
representatives of McDonald's USA, LLC. No site map for the project was provided to ECS.
The subject property is approximately 1.0 acre. The site consists of an existing McDonald's
restaurant with associated paved drives and parking areas. Site grades are relatively level with
occasional elevation transition to direct stormwater flow away from the existing structure and
pavement areas.
We understand that the existing restaurant will be demolished and a new McDonald's restaurant
will be constructed at the site. Project site grading and structural information was not available at
the time this report was prepared; however, for a typical McDonald's, column and wall loads do not
exceed 50 kips per column and 3 kips per linear foot, respectively. We also anticipate that new site
grades will be similar to existing grades and that only nominal (less than 2 feet) depths of mass
excavation and/or fill placement will be required to achieve final grades.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-B
Page 4
3.0 EXPLORATION AND LABORATORY PROCEDURES
3.1 Field Exploration
CPT Soundinas: Ten electronic cone penetration test (CPT) soundings (S-1 through S-10)
were performed during our field exploration. The cone penetration test soundings were
performed in general conformance with ASTM D 5778 by our subcontractor. The soundings
were performed with a track mounted rig. The approximate locations of the CPT soundings are
indicated on the Exploration Location Diagram in the Appendix of this report.
The cone used in the sounding has a tip area of 10 cm2 and a sleeve area of 100 cm2. The
CPT soundings recorded tip resistance and sleeve friction measurements to assist in
determining pertinent index and engineering properties of the site soils. The ratio of the sleeve
friction to tip resistance is then used to aid in assessing the soil types through which the tip is
advanced. Within the CPT sounding S-2, seismic tests were performed at approximately three
foot intervals to refusal to measure the shear wave velocity (vs) of the subsurface materials to
aid in assessing the dynamic response properties of the site subsurface materials. The seismic
shear waves are generated by making impact with a 20-pound sledgehammer onto a steel
beam. The impacts are initiated on the right and left sides of the CPT rig and the corresponding
wave traces recorded on an oscilloscope are analyzed to determine the shear wave velocity of
the tested material. The waves are measured with three geophones that are installed in the
cone. The results of the CPT and seismic testing are presented in the Appendix.
Direct Push Borings: Four direct push borings (G-1 through G-4) were also performed during
our field exploration. The borings were performed with the track mounted CPT rig. Direct push
borings are performed by advancing a sampling tube into soils using a pneumatic hammer. The
sample recovered may therefore be more or less continuous, and allow for visual classification
and additional tests to be performed on the soils retrieved. The approximate location of the
direct push borings are indicated on the Exploration Location Diagram in the Appendix of this
report. Individual Direct Push Boring Logs are included in the Appendix of this report.
The soil samples collected for this exploration will be retained at our laboratory for a period of
sixty days, after which. they will be discarded unless other instructions are received as to their
disposition.
3.2 Laboratory Testing:
Representative soil samples obtained during our field exploration were selected and tested in
our laboratory to check field classifications and to determine pertinent engineering properties.
The laboratory testing program included:
• visual classifications of soil according to ASTM D 2487,
• index property testing included natural moisture content determinations (ASTM D 2216) and
grain size analyses (ASTM D 1140), and
• engineering properties testing which included Modified Proctor test (ASTM D 1557-02) and
California Bearing Ratio (ASTM D 1883).
The data obtained from the laboratory tests are included on the Laboratory Testing Summary
and in the Appendix of this report.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-8
Page 5
4.0 SITE AND SUBSURFACE CONDITIONS
4.1 Site Observations
The site is located at 2545 Castle Hayne Road in Wilmington, New Hanover County, North
Carolina. The subject property is approximately 1.0 acre. The site consists of an existing
McDonald's restaurant with associated drives and parking and is relatively level. The existing
structure appeared to be free of masonry cracks that would indicate poor foundation soils. The
existing pavement and sidewalks had several cracks that appeared to be associated with age
and not an indication of poor subgrade soils.
4.2 Area Geoloav
The site is located in the Coastal Plain Physiographic Province of North Carolina. The Coastal
Plain is composed of seven terraces, each representing a former level of the Atlantic Ocean. Soils
in this area generally consist of sedimentary materials transported from other areas by the ocean or
rivers. These deposits vary in thickness from a thin veneer along the western edge of the region to
more than 10,000 feet near the coast. The sedimentary deposits of the Coastal Plain rest upon
consolidated rocks similar to those underlying the Piedmont and Mountain Physiographic
Provinces. In general, shallow unconfined groundwater movement within the overlying soils is
largely controlled by topographic gradients. Recharge occurs primarily by infiltration along higher
elevations and typically discharges into streams or other surface water bodies. The elevation of the
shallow water table is transient and can vary greatly with seasonal fluctuations in precipitation.
4.3 Subsurface Conditions
CPT Soundings: Approximately 3 inches of asphalt overlying about 6 inches of ABC stone
was reported by the drillers at the CPT sounding locations. Beneath the surface materials to a
depth of about 10 feet, the soundings typically encountered intermittent layers of loose to dense
silty, slightly silty and clean sands (SM, SP-SM, SP) and medium stiff to hard sandy silts, silty
clays and sandy clays (ML, CL-ML, CL). The equivalent corrected standard penetration test
resistances (N*-values) in these soils generally ranged from 5 to 44 blows per foot (bpf), with
the lower corrected N-values typically being in the fine-grained soils penetrated by the
soundings.
From depths of approximately 10 feet to 15 feet, soundings S-1 through S-4 typically
encountered intermittent layers of medium dense to dense slightly silty and clean sands (SP-
5M, Sly). The equivalent corrected standard penetration test resistances (N*-values) in these
soils generally ranged from 13 to 35 bpf.
From a depth of approximately 15 feet to a refusal depth of about 32 feet, Sounding S-2
typically encountered intermittent layers of loose to dense slightly silty and clean sands (SP-SM,
SP) and very stiff to hard sandy silts and sandy clays (ML, CL). The equivalent corrected
standard penetration test resistances (N*-values) in these soils generally ranged from 9 to 50
bpf.
The CPT test data in sounding S-2 indicates that the existing natural, overburden soils at the
site have shear wave velocities ranging from approximately 533 ft/sec to 980 ft/sec to the depth
explored.
The descriptions provided in this section are a general summary of the subsurface conditions
encountered within the CPT soundings. The CPT Sounding Logs in the Appendix contain
detailed subsurface information recorded at each of the sounding locations.

McDonald s Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-B
Page 6
Direct Push LE,oriffeys: Approximately 3 inches of asphalt overlying about o inches of ABC stone
was reported by the drillers at the CPT sounding locations. Beneath the surface materials to a
depth of approximately 4 feet, the test borings typically encountered brown, dark brown, tan and
gray silty sand and sand with silt, and orange -brown and brown clayey sand (SM, SP-SM, SC).
The descriptions provided in this section are a general summary of the subsurface conditions
encountered within the direct push boring. The Direct Push Boring Logs in the Appendix
contain detailed information recorded at the boring location.
Groundwater: Porewater pressure measurements were made during the CPT sounding
operations. Groundwater observations were made after the completion of the direct push
operations. Furthermore, visual observations of the samples retrieved during exploration were
used in estimating the groundwater levels. Groundwater was encountered at a depth 17.2 feet
in Sounding S-2.
The highest groundwater observations are normally encountered in the late winter and early
spring. Variations in the location of the long-term water table may occur as a result of changes
in precipitation, evaporation, surface water runoff, and other factors not immediately apparent at
the time of this exploration.
4.4 Laboratory Test Results
Index and engineering properties tests were performed on select samples of the soils
encountered within the direct push borings.
The tested samples had in -situ moisture contents ranging from approximately 9.0 to 16.1
percent.
The grain size analyses indicated that the tested samples ranged from about 20.0 to 47.8
percent fines passing the No. 200 sieve.
The modified Proctor test of the bulk sample obtained from the upper three feet near Direct
Push Boring G-4 resulted in a maximum dry density. of 121.2 pcf and an optimum moisture
content of 9.7 percent.
The CBR test of the bulk sample obtained from the upper three feet near Direct Push Boring G-
4 resulted in a CBR value of 32.6 at 0.1 inch of penetration.
Specific laboratory test results are provided in the Laboratory Testing Summary and individual
test sheets in the Appendix of this report.

McDona/d's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-B
Page 7
5.0 CONCLUSIONS AND RECOMMENDATIONS
Based on the subsurface conditions encountered within the CPT soundings, Direct Push
borings and our experience with similar soil conditions and construction, the proposed
construction may be supported on conventional shallow foundations bearing in approved
existing fill, firm natural soils, or properly prepared new engineered fills. ECS expects that
loose, near surface soils will require moisture conditioning and densification to achieve a stable
subgrade in advance of the new construction.
5.1 Site and Subarade Preparation
The first step in preparing the site for the proposed construction should be to remove
vegetation, rootmat, topsoil, deleterious materials, existing foundations, pavements, utilities and
other subsurface construction, and any other soft or unsuitable materials from the existing
ground surface. Existing aggregate base coarse materials may be left in -place to help maintain
the integrity of site subgrades during demolition and site preparation activities. These
operations should extend at least 10 feet, where possible, beyond the planned limits of the
proposed building and pavements.
It is important to note that the natural geology in portions of the site has been modified in the
past by the development of the existing facility. Therefore, potential fill and unsuitable materials
may be present at the site. We strongly recommend that test pits be excavated to facilitate a
more comprehensive exploration of the subsurface conditions under the existing facility, after
removal of the same. Specific recommendations could be provided after this exploration, if any
fill or unsuitable materials exist.
After proper clearing, stripping, grubbing, further exploration of the site soil and prior to fill
placement, foundation, slab, or pavement construction, the exposed subgrade soils should be
evaluated by an experienced geotechnical engineer to identify any localized unstable or
otherwise unsuitable materials. After evaluating the exposed soils, proofrolling using a heavy
vibratory smooth drum roller, having a weight of at least 10 tons, is suggested to be used at this
time to aid in identifying localized soft -or unsuitable material which should be removed. The
proofrolling will also help densify the upper exposed subgrade soils. During this process, it may
be necessary to allow any groundwater brought to the surface during densification to recede
prior to continued densification or subsequent fill placement. Any soft or unsuitable materials
identified during proofrolling operations should be either repaired in -place or removed and
replaced with an approved backfill placed and compacted in accordance with recommendations
of this report.
The preparation of the building and pavement area subgrades should be observed on a full-time
basis by ECS personnel. These observations should be performed by ECS personnel to
confirm that unsuitable materials have been removed and that the prepared subgrade is suitable
for support of the proposed construction and/or fills.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-8
Page 8
5.2 Enalneered Fill
Following the removal of deleterious surface and subsurface materials, and after achieving a
stable subgrade, engineered fill can be placed and compacted to achieve the desired site
grades. Fill for support of the proposed construction and for backfill of utility lines within
expanded building and pavement limits should consist of an approved material, free of organic
matter and debris and cobbles greater than 3 inches, have a Liquid Limit (LL) and Plasticity
Index (PI) less than 40 and 20, respectively, and contain less than 35 percent passing the No.
200 sieve. We also recommend that fills within structural areas have a modified Proctor (ASTM
D 1557) maximum dry density of at least 105 pounds per cubic foot (pcf).
Unsuitable fill materials include topsoil, organic materials (OH, OL), and high plasticity clays and
silts (CH, MH). Such materials removed during grading operations. should be either stockpiled
for later use in landscape fills, or placed in approved on or off -site disposal areas.
An examination of the soils recovered during our current exploration, and our previous
experience in the area, indicates that the majority of the soils within the upper approximately 3
feet of the prevailing grades will generally be suitable for re -use as engineered fill. However, it
is expected that moisture conditioning of the on -site soils will be required during placement to
help facilitate proper compaction.
Prior to the commencement of fill operations and/or utilization of any off -site borrow materials,
the contractor should provide representative samples of the proposed fill soils to the
geotechnical engineer. The geotechnical engineer can determine the material's suitability for
use as an engineered fill and develop moisture -density relationships in accordance with the
recommendations provided herein. Samples should be provided to the geotechnical engineer at
least 3 days prior to their use in the field to allow for the appropriate laboratory testing to be
performed.
Fill materials placed within the building and pavement areas should be placed in lifts not
exceeding 8 inches in loose lift thickness and moisture conditioned to within their working range
of optimwn .moisture content. The fills should then be compacted4a.a;min i mum of 95 percent of
the soil's modified Proctor (ASTM D 1557) maximum dry density. The typical working range of
moisture contents of natural Coastal Plain soils is expected to be within approximately 3 percent
of the optimum moisture content. Care should also be taken to provide a smooth, gently sloping
ground surface at the end of each day's earthwork activities to help reduce the potentiai for
ponding and absorption of surface water.
Grade controls should also be maintained throughout the filling operations. The filling
operations should be observed on a full-time basis by ECS personnel to determine that the
required degrees of compaction are being achieved. We recommend that a minimum of one
compaction test per 2,500-square-foot area be performed for each lift of controlled fill in mass fill
areas. Within utility trenches or other localized excavations, at least one density test for each lift
per 100 linear feet should be performed. The elevation and location of the tests should be
clearly identified at the time of fill placement. The contractor shall provide sufficient controls so
that the compaction tests can be accurately recorded in the field. Areas which fail to achieve
the required degree of compaction should be re -worked until the specified degree of compaction
is achieved. Failing test areas may require moisture adjustments or other suitable remedial
activities in order to achieve the required compaction.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-B
Page 9
Fill materials should not be placed on frozen, frost -heaved, and/or soils which have been
recently subjected to precipitation. Wet or frozen soils should be removed prior to the
continuation of site grading and fill placement. Borrow fill materials, if required, should not
contain excessively wet or frozen materials at the time of placement. Additionally, if grading
operations occur during the winter months, frost -heaved soils should be removed prior to
placement of engineered fill, granular sub -base materials, foundation or slab concrete, and
asphalt pavement materials.
If problems are encountered during the site grading operations, or if the actual site conditions
differ from those encountered during our subsurface exploration, the geotechnical engineer
should be notified immediately.
5.3 Foundations
Provided the subgrade preparation and earthwork operations are completed in strict accordance
with the recommendations of this report, the proposed construction can be supported on
conventional shallow foundations bearing on approved existing fill, firm natural materials and/or
properly compacted engineered fill. We recommend a maximum net allowable design soil
bearing pressure of 2,000 psf for proportioning continuous and isolated column footings. To
reduce the possibility of foundation bearing failure and excessive settlement due to local shear
or "punching" failures, we recommend that continuous footings have a minimum width of 18
inches and that isolated column footings have a minimum lateral dimension of 30 inches. For
this region, we recommend the foundation bearing elevation be a minimum depth of 12 inches
below the finished exterior grade or in accordance with the local building code requirements,
whichever is greater.
The net allowable soil bearing pressure refers to that pressure which may be transmitted to the
foundation bearing soils in excess of the final minimum surrounding overburden pressure. The
final footing elevation should be evaluated by ECS personnel to verify that the bearing soils are
capable of supporting the recommended net allowable bearing pressure and suitable for
foundation construction. These evaluations should include visual observations, hand rod
probing, and dynamic cone penetrzmete . ,(ASTM STP 399) testing, or other methods deemd,._....,
appropriate by the geotechnical engineer at the time of construction, in each column footing
excavation and at intervals not greater than 15 feet in continuous footing excavations.
The settlement of a structure is a function of the compressibility of the bearing materials,
bearing pressure, actual structural loads, fill depths, and the bearing elevation of footings with
respect to the final ground surface elevation. Estimates of settlement for foundations bearing
on engineered or non -engineered fills are strongly dependent on the quality of fill placed.
Factors which may affect the quality of fill include maximum loose lift thickness of the fills placed
and the amount of compactive effort placed on each lift. Provided the recommendations
outlined in this report are strictly adhered to, we expect that total settlements related to the
building gravity loads are expected to be in the range of 1 inch, while the differential settlement
will be approximately 1/2 of the anticipated total settlement. This evaluation is based on our
engineering experience and anticipated structural loadings for this type of structure, and is
intended to aid the structural engineer with his design.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-8
Page 10
Exposure to the environment may weaken the foundation bearing soils if the foundation
excavations remain exposed during periods of inclement weather. Therefore, we suggest that
foundation concrete should be placed the same day that proper excavation is achieved and the
design bearing pressure verified. If surface water absorption or exposure to the environment
softens the foundations and slab subgrade soils, the softened soils must be removed prior to
placement of concrete. If foundation excavations must remain open overnight, or if inclement
weather becomes imminent while the foundation bearing soils are exposed, we recommend that
a 2 to 3 inch thick "mud -mat" of 'lean" concrete be placed over the exposed bearing soils before
the placement of reinforcing steel.
5.4 Concrete Slabs -On -Grade
Provided a stable subgrade has been prepared as recommended herein, ground level slabs can
be constructed as slabs -on -grade. Our findings indicate that a modulus of subgrade reaction
(ks) of 150 pci is appropriate for design provided the subgrade is prepared in accordance with
the "Site and Subgrade Preparation" and "Engineered Fill" sections of this report. The final slab
subgrades should be unyielding during a final proofroll. The floor slabs should be nominally
reinforced with welded wire mesh for shrinkage crack control and to help maintain the integrity
of the slabs should minor differential movement occur. As an alternative, polyester fibers (fiber
mesh) may be used; however fibers should be batched/mixed at the plant and not at the site. In
addition, the structural engineer must determine the dosage quantity of fiber to be added.
ECS recommends the following 28-day concrete strengths for different applications: where
repeated vehicular traffic and heavy vehicular traffic is anticipated at least 4,000 psi concrete; for
dumpster pad, handicap parking, and ramps at least 3,500 psi concrete; and for sidewalks and
interior building slabs at least 3,000 psi concrete.
In order to allow for some relative displacement, the floor slabs should be structurally separated
from both columns and load bearing walls. In addition, slabs should be provided with sufficient
joints to control cracking associated with concrete volume changes. To help reduce curling of
the floor slab and any resulting cracking, proper curing techniques should be used. We also
recor and:. that stabs -on -grade be underlain by a minim oi..4..inches.. of open graded or
crushed aggregate to help prevent the capillary rise of groundwater from adversely affecting the
slab. If floor covering such as tile, carpet or wood veneers will be utilized for interior finishes, a
polyethylene vapor barrier placed beneath the floor slab should be considered for moisture
control due to the prevailing shallow groundwater conditions.
If shallow foundations are not desired for support of the structure, thickened turned -down edges
may be incorporated into the design of the concrete slab -on -grade. The turned -down sections
should extend at least 12 inches below the finished exterior grades and be at least 12 inches
wide at their bearing elevation. Appropriate reinforcing steel should be incorporated into turned -
down or thickened slab sections.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-8
Page 11
5.5 Pavement Considerations
For the design and construction of exterior pavements, the subgrades should be prepared in
strict accordance with the recommendations in the "Subgrade Preparation" and "Engineered Fill"
sections of this report. An important consideration with the design and construction of
pavements is surface and subsurface drainage. Where standing water develops, either on the
pavement surface or within the base course layer, softening of the subgrade and other problems
related to the deterioration of the pavement can be expected. Furthermore, good drainage
should help reduce the possibility of the subgrade materials becoming saturated during the
normal service period of the pavement.
We were provided with details regarding traffic conditions at the site by McDonald's USA, LLC
that include primarily automobile traffic on the order of 2,500 passenger cars per day, but the
entrances and service drives will be subjected to some trafficking by heavy trucks, assumed at 4
delivery/dumpster trucks per day. We have calculated approximate equivalent axle loadings of
10,000 and 100,000 for light -duty and medium -duty pavements, respectively. McDonald's USA,
LLC has also provided us with a minimum pavement section of 3 inches of hot mix asphalt over
6 inches of compacted aggregate base. The following table summarizes our recommended
pavement sections for a design CBR value of 10.
Material Designation
Elgin Duty
Asphalt
Pavement
Medium Duty
Asphalt
Pavement
Pared Cement
Concrete (PCC)
Pavrtt
Asphalt Surface Course SF9.5A
3.0 inches
3.0 inches
-
Portland Cement Concrete
-
-
6.0 inches
Aggreciate Base Course
6.0 inches
6.0 inches
4.0 inches
ECS should be allowed to review these recommendations and make appropriate revisions
based upon the formulation of the final traffic design criteria for the project.
The aggregate base course materials beneath. pavements should be compacted to at least 95
percent of their modified Proctbum dry density (ASTM D 1557).
The asphalt concrete surface course materials, asphalt concrete binder course materials, and
underlying aggregate base course materials should conform to the North Carolina Department
of Transportation Standard Specifications. Careful selection of the asphalt mixes should be
made based upon the anticipated traffic conditions for the facilities.
Front -loading trash dumpsters frequently impose concentrated front -wheel loads on pavements
during loading. This type of loading typically results in rutting of bituminous pavements and
ultimately pavement failures and costly repairs. Similarly, drive-thru lanes also create severe
risk of rutting and scuffing. Therefore, we suggest that the pavements in trash pickup and drive-
thru areas utilize a Portland Cement Concrete (PCC) pavement section. It may be prudent from
an economical standpoint to use rigid pavement sections in areas planned for delivery/heavy
truck traffic. Such a PCC section would typically consist of 6 inches of 4,000 psi concrete over
not less than 4 inches of compacted aggregate base course. Appropriate steel reinforcing and
jointing should also be incorporated into the design of PCC pavements.

McDonald s Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-8
Page 12
5.6 Seismic Deslan Considerations
North Carolina has adopted (with State amendments) the 2009 Edition of the International
Building Code (IBC 2009), which requires that a seismic Site Class be assigned for new
structures. The method for determining the Site Class is presented in Section 1613.5.5 of the
IBC 2009. The seismic Site Class is typically determined by calculating a weighted average of
N-values from standard penetration testing in conventional soil test borings, undrained shear
strengths, or the shear wave velocities of the materials in the upper 100 feet of the site.
According to the IBC 2009, a seismic Site Class "D" may be used for this, site based upon the
results of the seismic cone sounding. Based on the USGS Seismic Hazard Curves and the IBC
2009, for a seismic site class "D" at latitude 34.2881 ° and longitude-77.92150, the SpS value is
0.302 and the So, value is 0.154. The seismic design category depends on the occupancy
group of the building and should be determined by the structural engineer.
The potential for liquefaction is considered low based upon the CPT results and the liquefaction
index procedure developed by Iwasaki (1982). Based on our CPT results and our analysis
using a site peak ground acceleration of 0.121g determined in accordance with Section
1803.5.12 of the IBC 2009, an earthquake event with a magnitude of 7.0 and procedures
developed by Robertson and Wride (1998), the liquefaction induced settlement at the subject
site is estimated to be less than 1 inch.
5.7 Site Drainaae
Positive drainage should be provided around the perimeter of the structure to minimize the
potential for moisture infiltration into the foundation and slab subgrade soils. We recommend
that landscaped areas adjacent to these structures be sloped away from the construction and
maintain a fall of at least 6 inches for the first 10 feet outward from the structures. The parking
lots, sidewalks, and any other paved areas should also be sloped to divert surface water away
from the proposed building. Roof drains should discharge directly into below -grade stormwater
piping, where possible.
5.8 Construction Considerations
As previously discussed, it may be prudent to leave existing aggregate base coarse materials
in -place to help protect the underlying subgrades, particulary during demolition and site
preparation activities. Furthermore, it is imperative to maintain good site drainage during
earthwork operations to help maintain the integrity of the surface soils. The surface of the site
should be kept properly graded to enhance drainage of surface water away from the proposed
construction areas during the site preparation and earthwork phases of this project. We
recommend that surface and/or subsurface drainage be diverted away from the proposed
building and pavements areas without significantly interrupting its flow. Other practices would
involve sealing the exposed soils.daily with a smooth -drum roller at the end of the day's work to
reduce the potential for infiltration of surface water into the exposed soils.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-B
Page 13
The key to minimizing disturbance problems with the sails is to have proper control of
the earthwork operations. Specifically, it should be the earthwork contractor's
responsibility to maintain the site soils within a workable moisture content range to
obtain the required in -place density and maintain a stable subgrade. Scarifying, drying
and construction phase dewatering operations should be included in the contractor's
scope of work. In addition, construction equipment cannot be permitted to randomly
travel across the site, especially once the desired final grades have been established.
Construction equipment should be limited to designated lanes and areas, especially
during wet periods to minimize disturbance of the site subgrades.

McDonald's Restaurant 32-0468
Wilmington, New Hanover County, North Carolina
ECS Project No. 22-18274-8
Page 14
6.0 CLOSING
This report has been prepared in accordance with generally accepted geotechnical engineering
practices. No warranty is express or implied. Our analysis of foundation support conditions has
been based on our understanding of the subject site, the provided project information and the
data obtained in our exploration. The general subsurface conditions utilized in our foundation
analysis have been based on the interpolation of the subsurface data between the soundings
and borings. In evaluating the subsurface data, we have examined previous correlations
between tip resistance, sleeve friction, and pore pressure values and foundation bearing
pressures observed in soil conditions similar to those at the subject site. If the project
information is incorrect or if the structure location (horizontal or vertical) and/or dimensions are
changed, we request the opportunity to review and re-evaluate our recommendations. The
discovery of any site or subsurface conditions during construction which deviate from the data
outlined in this exploration should be reported us for our analysis. Once the new construction is
sited and the project grading plan has been established, ECS should be contacted to review our
recommendations and provide revisions, as necessary. Furthermore, ECS shall be provided a
copy of the final plans and specifications in advance of construction to verify that our
recommendations have been correctly interpreted.

APPENDIX
Site Location Diagram
Exploration Location Diagram
Unified Soil Classification System
CPT Reference Sheet
CPT Sounding Logs S-1 through S-10
Direct Push Logs G-1 through G-4
Laboratory Testing Summary
Compaction Test Report
Bearing Ratio Test Report

t#
L
5
DRAFTING PROJECT
MFH No. 22-18274-8
REVISIONS SHEET
1 of 2
DATE 11/26/201

■
■
rl �� �, i►
S
� y

Unified Soil Classification System
(ASTM Designation D-2487)
Major Division Group Symbol Typical Names Classification Criteria
GW
Well -graded gravels and gravel-
Co = D60/Dl0 Greater than 4
sand mixtures, little or no fines
CZ = (D30)2/(DloxDw) Between 1 and 3
GP
Poorly graded gravels and gravel-
0
u
Not meeting both criteria for GW
sand mixtures, little or no fines
o
GO � o
GM
Silty gravels, gravel -sand -silt
mixtures
23
m
Ca7 CU7
Atterberg limits plot below "A" line or
plasticity index less than 4
GC
Clayey gravels, gravel -sand -clay
w
y
Ca7 C�7 pq
Atterberg limits plot above "A" line
mixtures
a
and plasticity index greater than 7
SW
Well -graded sands and gravelly
m 8 •�
Ca = D60/Dl0 Greater than 6
sands, little or no fines
g N g
CZ = (D30)2/(D16xDw) Between 1 and 3
SP
Poorly graded sands and gravelly
�o
U
y
C z° N
z z
Not meeting both criteria for SW
sands, little or no fines
U
w
C4
Atterberg limits plot below "A" line or
SM
Silty sands, sand -silt mixtures
n'
c
plasticity index less than 4
SC
Clayey sands, sand -clay mixtures
"
Atterberg limits plot above "A" line
and plasticity index greater than 7
ML
Inorganic silts, very fine sands,
Note: u-line represents approximate upper limit of LL and in nomNnadons
rock flour, silty or clayey fine
for natural soils (empircally determined. ASTM-D2487.
sands
CL Inorganic clays of low to medium
plasticity, gravelly clays, sandy
clays, silty clays, lean clays
OL Organic silts and organic silty
clays of low plasticity
MH Inorganic silts, micaceausc .,4.,,,,,,_
diatomaceous fine sands or silts,
elastic silts
CH Inorganic clays of high plasticitiy,
fat clays
as .
�attNa;:ns Ind aagsties ppinx+.maba i
appP awtbaunA+r•ahb+.ande
as tip -
�.�
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in I
ai AL •r at YH xAH. i E
OH Organic clays of medium to high Plasticity chart for the classification of fine-grained soils. I
plasticity Tests made on fraction finer than No. W sieve
Highly organic soils Pt Peat, muck and other highly Fibrous organic matter; will
organic soils char, bum, or glow
UNIFIED SOIL
CLASSIFICATION
SYSTEM

REFERENCE NOTES FOR CONE PENETRATION
. TEST (CPT) SOUNDINGS
In the CPT sounding procedure (ASTM-D-5778), an electronically instrumented cone penetrometer
is hydraulically advanced through soil to measure point resistance (q), pore water pressure M),
and sleeve friction (%). These values are recorded continuously as the cone is pushed to the
desired depth. CPT data is corrected for depth and used to estimate soil classifications and
intrinsic soil parameters such as angle of internal friction, preconsolidation pressure, and undrained
shear strength. The graphs below represent one of the accepted methods of CPT soil behavior
classification (Robertson, 1990).
U
N
co
CD
-5
t
1
a
3
tp
Friction Ratio, Fr (0/0)
1. Sensitive, Fine Grained
2. Organic Soils-Peats
- 3 -Mys, Clay to Silty Clay
4. Clayey Silt to Silty Clay
5. Silty Sand to Sandy Silt
Wj
(D
c�
C
ca
U)
N
Ir
m
a
0
i`
•0,4 0 0.4 04 1.2
Pore Pressure Ratio, By
6. Clean Sands to Silty Sands
7. Gravelly Sand to Sand
8. Very Stiff Sand to ClayeyrSan&
9. Very Stiff Fine Grained
The following table presents a correlation of corrected cone lip resistance (Q to soli consistency
or relative density:
SAND
SILT/CLAY
Corrected Cone Tip
Resistance is
Relative Density
Corrected Cone Tip
Resistance is
Relative Density
<20
Very Loose
<5
Very Soft
20-40
Loose
5-10
Soft
40-120
Medium Dense
10-15
Medium Stiff
15-30
Stiff
120-200
Dense
30-45
Very Stiff
<200
Very Dense
45-60
Hard
<60
Very Hard

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Depth 3.773ft
Ref*
Depth 7.054ft
Ref 3.773ft
Depth 10.335ft
Ref 7.054ft
Depth 13.615ft
Ref 10.335£t
Depth IG.896ft
Lof 13�515 t
Depth 20.177ft
Ref 16.896ft
Depth 23.458ft
Ref 20.177ft
Depth 26.739ft
Ref 23.458ft
Depth 30.020ft
Ref 26.739ft
McDonalds #32-0468
S-2
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Delay 7.66ms
Velocity*
Delay 11.72ms
Velocity 684.24ft/s
Delay 14.84ms
Velocity 980.37ft/s
Delay 18.83ms
Velocity 793.72ft/s
Delay 23.24ms
Velocity 726.52ft/s
Delay 27.73ms
Velocity 719.13ft/s
Delay 31.68ms
Velocity 822.34ft/s
Delay 37.77ms
Velocity 533.87ft/s
Delay 42.18ms
Velocity 738.38ft/s
0 10 20 30 40 50 60 70 80 90 100
Time (ms)
Hammer to Rod String Distance 1 (m)
* = Not Determined
ECS Carolinas LLP
22-18274-B

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COMPACTION TEST REPORT
Curve No.: Bulk-1
Project No.: 18274-B
Project: McDonalds #32-W8
Client: McDonald's USA, LLC - Raleigh Region
Source of Sample: G-4 Depth: 1-3
Sample Number: Bulk-1
Remarks:
MATERIAL DESCRIPTION
Description: Dark Brown, Silty Sand, Trace Clay
Classifications - USCS: AASHTO:
Nat. Moist. = Sp.G. = 2.60
Liquid Limit = Plasticity Index =
% < No.200 =
TEST RESULTS
Maximum dry density =121.2 pcf
Optimum moisture = 9.7 %
Date: 10/8/12
Tested By: =M Checked By: KEL

BEARING
RATIO TEST REPORT
ASTM
D 1883-07
750
0.5
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600
0.4
450
0.3
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0
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300
0.2
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150
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0
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0.2
0.3
0.4
48
0 0.1
0.5 0 24
72 96
Penetration
Depth
(In.)
Elapsed Time
(hrs)
Molded
Soaked
CBR (%).
Linearity
Max.
Density
Percent of
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Density
Percent of
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0.101n.
0.20 In.
Correction
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(Ibs.)
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(Pcf)
Max. Dena.
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Max. Dens.
(9)
(In.)
ice)
1 0
121.0
99.8
9.3
121.0
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32.6
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3 ■
Material Description
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Max.
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Optimum
Moisture
LL
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121.2
9.7
Project No: 18274-B
Test Description/Remarks;
� ion/Remarks:
Project: McDonalds #32-0468
Mod. Proctor Comp. (ASTM D1557)
Source of Sample: G-4 Depth: 1-3
Sample Number: Bulk-1
Date: 11/15/12
ECCCarollres.LLP
Figure

8 — Property Deed
10
McDonald's Castle Hayne
SWN4 Permit Application Package
Wilmington, NC
MCD-1218

1111111111111
FOR REGI?TRcTTIIONN RP. EMITTER OF DEEDS
NEW HRN04ER COUNTY, Nc
2007 MAY 16 01:31:57 PM
BKIM PG;277-201 FEE:$23,00
MC REV STAMP:$41.00
INSTPMI T 1210712039
FA
I- QUITCLAIM DEED I
THE ATTORNEY PREPARING THIS INSTRUMENT HAS MADE NO RECORD SEARCH OR
TITLE EXAMINATION AS TO THE PROPERTY HEREIN DESCRIBED, UNLESS THE SAME
IS SHOWN BY HIS WRITTEN AND SIGNED CERTIFICATE.
Mail after recording to:
Edwin I. Ennis, Jr.
2545 Castle Hayne Road
Wilmington, NC 28401
Brief description for the Index:
This instrument was prepared by:
Jackson, Mills & Carter, P.A.
5710 Oleander Drive, Suite 112
Wilmington, NC 28403
Parcel Nos Include: R03300-001-013-000 and R03300-001-015-000
RETURN TO JACKSON MIUS CARTER
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
THIS QUITCLAIM DEED made this - day of May, 2007 by and between EDWIN I.
ENNIS, SR., an unremarried widower, hereafter GRANTOR, and EDWIN I. ENNIS, JR., a
married individual, hereafter GRANTEE. The designation Grantor and Grantee as used herein
shall include said parties, their heirs, successors, and assigns, and shall include singular, plural,
masculine, feminine or neuter as required by context.
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has remised, released and by these presents does remise, release and forever
quit claim unto the Grantee all ght, title, claim and interest of said Grantor in and to those lots or
parcels of land situated in New Hanover County, North Carolina and more particularly described as
follows:
ALL THOSE TRACTS DESCRIBED ON EXHIBIT A, ATTACHED HERETO AND
MADE A PART HEREOF BY REFERENCE.
The property hereinabove described was acquired by Grantor by instruments recorded in the New
Hanover County Registry.

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantees and their heirs and assigns free and discharged from all right, title,
claim or interest of said Grantor or anyone claiming by, through or under him.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and year first
above written.
L" t
EDWIN I. ENNIS, SR (SEAL)
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, C. lhve a Notary Public of the County of �f i, and State aforesaid,
do hereby certify that EDWIN I. ENNIS, SR personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
WITNESS my hand and official stamp or seal, this theZ,5%y of
f Jrr
My Commission Expires:rNotaryL
MgNQ
NOTARY
PUBLIC
gM'G0 .4

EXHIBIT A
TRACT 1:
Being located in New Hanover County, North Carolina and being more particularly described as:
All that property described in Deed Book 1613 beginning at Page 1945 and Deed Book 1247 at Page
335, exceptthe portionthereofconveyedto DavidB. Benford composed of 39.12 acres, more or less,
by deed recorded on January 24, 2007 in Book 5133 at Page 615 in the New Hanover County
Registry, reference to which deeds are hereby made for a more particular description thereof.
TRACT 2:
Beginning at an iron pipe in the Western line of US Highway 117 and NC Highway 133 (Castle
Hayne Road) 0 00 foot right of way) said beginning point being located the following courses and
distances from the intersection of the centerline of said US Highway 117 with the centerline of North
Kerr Avenue extended, South 18 degrees 29 minutes 49 seconds West, 193.01 feet to an iron pipe,
South 03 degrees 38 minutes 36 seconds West, 125.00 feet to an iron pipe, and south 04 degrees 06
minutes 19 seconds West, 150.0 feet, which marks the point of beginning, thence, FROM THE
POINT OF BEGINNING North 86 degrees 14 minutes 50 seconds West, 249.9 feet to a point in the
Eastern line of the above described3.19 acre Tract, thence, along the Eastern line of said Tract, South
23 degrees 43 minutes 46 seconds West 53.20 feet to a point; thence, South 86 degrees 14 minutes
50 seconds East, 264.25 feet to a point in the Western line of said US Highway 117; thence, along
said line, a curve to the left, a chord being, North 08 degrees 31 minutes 26 seconds East to the point
of beginning.
TRACT 3:
Beginning at an iron pipe in the western line of U.S. Highway 117 and N.C. Highway 133 (Castle
Hayne Road) (100 foot wide right of way) said beginning point being the no, Least corner of Tract
2 of The Ennis Division, (Deed Book 1796 at Page 329) and also being located the following courses
and distances from the intersection of the centerline of said U.S. Highway 117 with the centerline
of North Kerr Avenue extended, South 18 degrees 29 minutes 49 seconds West 193.01 feet to an iron
pipe, and South 03 degrees 38 minutes 36 seconds West, 125.00 feet to an iron pipe which marks
the point of beginning; thence, FROM THE POINT OF BEGINNING, along the Southern line of
said Tract 2, North 86 degrees 14 minutes 50 seconds West, 250.84 feet to an iron pipe marking the
Southwest comer of said Tract 2; thence, South 03 degrees 29 seconds.West 12.0 feet to a point;
thence, South 86 degrees 14 minutes 50 seconds East, 250.80 feet to the Western line of said U.S.
Highway 1 l7; thence, North 03 degrees 38 minutes 36 seconds East,12.0 feet to the beginning.

TRACT 4:
Beginning at an iron pipe in the Western line of U.S. Highway 117 and N.C. Highway 133 (Castle
Hayne Road) (100 foot wide right of way) said beginning point being Northeast corner of Tract 2
of The Ennis Division, (Deed Book 1796 at Page 329), and also being located the following courses
and distances from the intersection_ of the centerline of said U.S. Highway 117 with the centerline
of North Kerr Avenue extended, South 18 degrees 29 minutes 49 seconds West, 193.01 feet to an
iron pipe, and South 03 degrees 38 minutes 36 seconds West, I25.00 feet to an iron pipe which
marks the point of beginning; thence, FROM THE POINT OF BEGINNING, along the Southern line
of said Tract 2, North 86 degrees 14 minutes 50 seconds West, 250.84 feet to an iron pipe marking
the Southwest corner or said Tract 2; thence, North 03 degrees 29 seconds East, 12.0 feet to a point;
thence, South 86 degrees 14 minutes 50 seconds East, 250.76 feet to the Western line of said U.S.
Highway 117; thence, South 03 degrees 38 minutes 36 seconds West, 12.0 feet to the beginning.

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
--------------
Filed For Registration:
Book:
Document No.:
NC REAL ESTATE EXCISE TAX:
Recorder:
05/16/2007 01:31:57 PM
RE 5183 Page: 277 281
2007024939
QCD 5 PGS $23.00
$40.00
CRESWELL, ANDREA
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2007024939*
2007024939

zW7805071
FOR REGISTtiRTION REGfsTER W DEEPS
NEWREHpMD�VERRPCO HiTH WC
2007 A3103:63I1 m
BK1136 AG:1331-1336 FEE: $26.00
NC REV STPM:$W el
IMF
THE ATTORNEY PREPARING THIS INSTRUMENT
120971
HAS MADE NO RECORD SEARCH OR TITLE
EXAMINATION AS TO THE PROPERTY HEREIN
DESCRIBEDUNLESS THE SAME IS SHOWN
BY HIS WRITTEN AND SIGNED CERTIFICATE.
Mail after recording to:Mr. Edwin I. Ennis, Jr. 2545 Castle Hayne Road, Wilmington, NC 28401
This instrument was prepared by Jackson, Mills & Carter, P.A.,
5710 Oleander Drive, Suite 112, Wilmington, NC 28403
Brief description for the Index: 0.9343 acres; 0.72 acres; 0.72
acres; Pt Farm 44, Winter Park
Gardens; and Lease Site
Parcel No: Tract A: R03300-001-040-000; Tracts B & C: R03300-001-060-000; Tract D: 1106106-
002-013-000 and Tract E: PT. R03300-001-040-000
REMN i0 tQ Ca1R7<ER
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER / GENERAL WARRANTY DEED
THIS DEED made this 10 day of 3AA%Ak 2007 by and between EDWIN L ENNIS,
SR., (WIDOWER), hereafter GRANTOR, and WIN L ENNIS, JR., married individual,
hereafter GRANTEE. The designation Grantor and Grantee as used herein shall include said parties,
their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter
as required by context.
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in New Hanover County, North Carolina and
more particularly described as follows:
BEING ALL THE PROPERTY DESCRIBED ON EXHIBIT "A" HERETO
AT :'AC.HED AND MADE A FART HEREOF BY REFERENCE.
The property hereinabove described was acquired by Grantor by instrument recorded in the New
Hanover County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has
the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except:

1. All restrictive covenants of record;
2. Ad valorem taxes for the year 2006 and thereafter;
3. All utility easements, permits and rights of way of record;
4. All zoning, land use and planning rules, regulations, ordinances and statutes.
IN WITNESS WHEREOF, the Grantor have hereunto set their hands and seals, the day and year first
above written.
L
(SEAL)
I. r.
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
Lsiannsyw,-
a Notary Public of the Co of
and State aforesaid, do hereby certify that EDWIN I. ENNIS, SR.
(Widower), personally appeared before me this day and acknowledged the due execution of the
foregoing instrument for the purposes therein expressed.
WITNESS my hand and official stamp or seal, this the 15� day of 2007.
Public
My Commission Expires:
�
••� pNN F. p ��i�
(AFFIX NOTARIAL SEAL)
•'���• F9 •
s
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EXHIBIT "A"
TRACT A: Beginning at an iron pipe in the Western line of US HWY 117, North Carolina Highway
133, (Castle Hayne Rd), (100 foot wide Right of Way), said iron pipe being locate South 73 degrees
10 minutes 36 seconds 53.02 &zr from a PK nail at the of the cenerlines of said
US HWY 117 and North Kerr Avenue, said beginning point also being located North 01 degrees 38
minutes 30 seconds West 568.62 feet from a N.C.G.S. control monument entitled `ERIC," with
coordinates of N=197.079.40, E= 2,325,894.44 (NAD 1927); thence, FROM THE POINT OF
BEGINNING, along the Southern line of a 50 foot wide Right of Way North 84 degrees 16 minutes
43 seconds West, 249.02 feet to an iron pipe in the Southern line of said 50 foot wide Right of Way;
thence, South 03 degrees 52 minutes 38 seconds West,167.46 feet to an iron pipe; thence, South 86
degrees 15 minutes 00 seconds East, 250.00 feet to an iron pipe in the Western line of said US
HWY: thence, along the Western line of said NC HWY 117 and North Carolina Highway 133, North
03 degrees 29 minutes 00 seconds East,158.90 fret to the point of beginning, and containing 0.9343
acres, more or less.
The above being a portio of that tract of land described in Deed Book 1247 at Page 0335 of the New
Hanover County Registry.
TRACT B: Beginning at an ironpipe in the Western line of US Highway 117 and NC Highway 132
(Castle Hayne Road) (100 foot wide right of way), said beginning point marks the Southeast comer
of the McDonald's Restaurant Lease Tract as recorded in Deed book at Page _ of the New
Hanover County Registry, and said beginning point also being located South 18 degrees 29 minutes
49 seconds West,193.01 feet from a point at the intersection of the center line of US Highway 117
with the center line of North Kerr Avenue extended; thence, FROM THE POINT OF BEGINNING,
along the Western line of said US Highway 117, South 03 degrees 38 minutes 36 seconds West,
125.00 feet to an iron pipe; thence, North 86 degrees 15 minutes 00 seconds West, 250.49 feet to an
iron pipe; thence, North 03 degrees 52 minutes 38 seconds East, 125.00 feet to an iron pipe which
marks the Southwest corner of the aforementioned McDonald's Lease Tract; thence, along the
Southern line of the said McDonald's Lease Tract, South 86 degrees 15 minutes East, 250.00 feet
to The Point of Beginning, and containing 0.72 acres, more or less.
TRACT C: Beginning at an iron pipe in the Western line of US Highway 117 and NC Highway 133
(Castle Hayne Road) (100 foot wide right of way)said beginning point being located the following
courses and distances from the intersection of the centerline of said US Highway 117 with the
centerline of North Kerr Avenue extended, South 18 degrees 29 minutes 49 seconds West, 193.01
feet to an iron pipe, South 03 degrees 38 minutes 36 seconds West, 125.00 feet to the point of
beginning; thence FROM THE POINT OF BEGINNING, along the Western line of said US
Highway 117, a curve to the right, a chord being, South 04 degrees 06 minutes 19 seconds West,
150.00 feet to a point, thence, leaving said right of way, North 86 degrees 15 minutes West, 249.90
feet to a point, thence, North 03 degrees 52 minutes 38 seconds West,150.00 feet to a point, thence,
South 86 degrees 15 minutes East, 250.49 feet to The Point of Beginning, and containing, 0.72 acres,
more or less.
TRACT D: Beginning at a point in the northern line of Strawberry Avenue now Highway 74-76
where the same is intersected by the dividing line between Farm 43 and 44 of Winter Park Gardens
Subdivision and running thence northwardly along said dividing line 330 feet; thence westwardly
and parallel with Strawberry Avenue 66 feet to the northeastern comer of a tract of land conveyed
to James S. Hall by deed recorded in Book 203, Page 316 of the New Hanover County Registry,
thence sorthwardly along the eastern line of said James S. Hall's land and parallel with the dividing
line between Farms 43 and 44, a distance of 330 feet to the northern line of Strawberry Avenue to
the Now Highway 74-76, thence eastwardly along the northern line of said Highway 66 feet to the
point of Beginning, being part of Farm 44 of the Winter Park Gardens Subdivisions according to the
plat recorded in Map Book 3, Page 38 of the New Hanover County Registry..
TRACT E: BEING the area shown and delineated as the "Lease Site" on the Lease Exhibit of $jtg
0A prepared for BellSouth Carolinas PCS, L.P. by Piedmont Olsen Hensley dated November
10, 1997, and attached hereto and made a part hereof ("Lease Exhibit "), such Lease Site being a
portion of the real property of Edwin I. Ennis, Sr. and wife Anna R. Ennis and Edwin 1. Ennis, Jr.
and wife Nancy R. Ennis, as such real property is described in that certain deed recorded in Book

1603, Page 1945, New Hanover County Registry, North Carolina
TOGETHER WITH a twenty foot (2(Y) nonexclusive easement for utilities and for ingress, egress
and regress forpedestrians and vehicular access to the Lease Site, as shown on delineated as the."2(Y
Access and Utility Easemerf I on the, L=e E--hiu t uC:c `�� w`tni;u5u as Exhibit .
.<B,.
TOGETHER WITH a utility easement across the lands of the Lessor in a location reasonably
designated by the Tenant, or the utility provider installing the service, so as to provided electrical
service to the Lease Site sufficient to operate the improvements of Tenant on the Lease Site.
TOGETHER WITH a nonexclusive right and easement for ingress and egress at all times, on foot
or by motor vehicle, including trucks, and for the installation and maintenance of utility wires,
cables, conduits and pipes, and equipment, over, under, or along the existing entrance(s),
driveway(s), parking area(s), roof, tower, elevator(s), landscaped area(s), and open area(s) located
on the property of which the Lease Site is a part extending to an from the Lease Site as described
above to and from the adjoining public right of way, as such adjoining public right of way is shown
and designated on the Lease Exhibit hereto attached as Exhibit "B".

THIS MAP IS NOTA CERTIFLED SURVEYAND
HAS NOT BEEN REVIEWED BY A LOCAL.
GOVERNMENT AGENCY FOR COAMIANC S
WLTH ANYAPPLICABLE LAND DEVFLQ9'1VItiNl•
REGULATIONS
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CASTLE WME RO4 N NEW FLAN m CdALIY, WIN CIIROtIlLn

REBECCA P. SMITH
REGISTER OF DEEDS, NEW. HANOVER
216 NORTH SECOND STREET
Filed For Registration:
Book:
Document No.:
NC REAL ESTATE EXCISE TAX:
Recorder:
WILMINGTON, NC 28401
01/31/2007 03:53:21 PM
RE 5136 Page: 1331.1336
2007005071
DEED 6 PGS $26.00
$600.00
NELSON, JACQUELINE
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2007005071*
2007005071

9 — Secretary of State Filings
11
McDonald's — Castle Hayne
SWM Permit Application Package
Wilmington, NC
MCD-1218

Nelson, Christine
From:
Justin Biegler [[e-mail]
Sent:
Friday, November 22, 2013 11:16 AM
To:
Russell, Janet; Nelson, Christine
Cc:
Garrett Often
Subject:
RE: Ennis Retail Center - Express Permitting
Good morning Janet and Christine,
We've received all the forms back, and would like to schedule a time to resubmit. Can you put us in the soonest
available timeslot that you could accept a submittal, and we'll get everything put together. Thanks,
Justin Biegler, P.E.
Commercial Site Design
8312 Creedmoor Road
Raleigh, NC 27613
919-848-6121 ext. 247
919-848-3741 FAX
bieeler0csitedesien.com
www.csitedesign.com
From: Nelson, Christinefmailto:[e-mail]
Sent: Thursday, November 21, 2013 12:17 PM
To: Justin Biegler
Subject: RE: Ennis Retail Center - Express Permitting
Thanks for the update!
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Justin Bieglerfmailto:biggler(acsitedesign.com]
Sent: Thursday, November 21, 2013 8:22 AM
To: Nelson, Christine
Cc: Garrett Otten; Russell, Janet
Subject: RE: Ennis Retail Center - Express Permitting
Thanks Christine,
We're still awaiting the signed documents from the landowner, but I'll let you know when we receive and our finalizing
our submittal so we can get it on your schedule. Thanks again for all your help,
Justin Biegler, P.E.
Commercial Site Design
8312 Creedmoor Road
Raleigh, NC 27613
919-848-6121 ext. 247
919-848-3741 FAX
bieeler(@csitedesien.com
www.csitedesign.com

From: Nelson, Christine fma!Ito:christine.nelson(&n ncdenr.govl
Sent: Friday, November 15, 2013 3:47 PM
To: Justin B!egler
Cc: Garrett Otten; Russell, Janet
Subject: RE: Ennis Retail Center - Express Permitting
Justin,
I have gotten confirmation that the requirement for the permittee to attend the Express meeting has been waived for
this project. Please ensure that the application has accurate contact information for Mr. Ennis so that he gets the
correspondence regarding the progress of the modification.
Also, I talked with Linda and have confirmed that since it is partially our error that the deed restrictions are not in the
permit when it was renewed, we will consider this modification a minor modification with a $2,000 fee.
I think that about covers it. Please let me know if I can be of further assistance!
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Justin Biegler fmailto:bigglerC&csitedesign.com1
Sent: Wednesday, November 06, 2013 8:29 AM
To: Nelson, Christine
Cc: Garrett Otten; Russell, Janet
Subject: Ennis Retail Center - Express Permitting
Good morning Christine,
Thank you for the meeting yesterday to go through the Express Permit documents for the Stormwater Modifications of
permit SW8 960918. We will be making adjustments to the forms and calculations as we discussed and will be getting
the signed copies of the O&M agreements and Deed Restrictions prior to making an official submittal.
As we discussed yesterday, Mr. Ennis has been in and out of the hospital recently and was unable to attend yesterday's
meeting. We are requesting that the requirement for an applicant to be present at the meeting be waived due to this
circumstance. If this can be waived, once our documents are revised and the necessary signatures are obtained we'll
plan on scheduling a new Express Submittal time and then mail in the documents for formal submittal.
Also, please let me know once determination has been made if this project will be considered a Minor Modification or a
Major Modification so that we can calculate the fees correctly.
Lastly, I went and took a look at the existing wet detention pond on my way back to Raleigh yesterday. The pond
appeared to be in good condition. The outlet structure and pond were free of any trash or debris, the grass was mowed,
and the surrounding plants looked healthy. The only item I'd note is that the vegetated shelf might need a little dirt and
seed added to it as some geotechnical matting was showing through the existing grass. Otherwise it looked to be in
great shape.
Have a great day, and thanks for all your help on this project.
Justin Biegler, P.E.
Commercial Site Design
8312 Creedmoor Road
Raleigh, NC 27613

919-848-6121 ext. 247
919-848-3741 FAX
[e-mail]
www.csitedesien.com

IJ � ot- t i - � vu or 11• _�
FMA
North Cat elina k jiepartment of Environme
} 6 aural Resources
NCDENR Rol Lost ii;3r Express Permit Review
FILL-IN all the information below and CHECK the Perm' x) yok are requesting for express
Permit Coordinator along with a com leted DETAILED mti L site elan (PDF rile) and vii
an ckaoe of the project location. Ah se include this IhA application package.
N.
• Asheville Region Alison Davidson 828.296.4698,g# n.davidsonfflnncdenraov
m FayeHevift or Raleigh Region -David Lee 919-7914203; daviddeegincdenr oov
• Mooresville & Winston Salem Region = Patrick Grogan 704-235.2107 orpatrick orogar
• Washington Region -Lyn Hardison 252-948.3842 orlVn hardisonOwdennuov
• Wllmington Reglon4anst Russell 910-796.7202 or Janet russe-INIncdenr oov
• 'Wilmington Region -Cameron Weaver910-796.7303 orcameron.weavwftcdenrcrov
NOTE. Project application received after 12 noon will be stamped in the following work day.
C�An A t1,.2- A--t " !3
10-- is- 13
Project Name: ENNIS RETAIL,.County: NEW HANOVER
Applicant: JAMES KURTZ Company: MCDONALD'S USA, LLC
Address: 4601 SIX FORKS ROAD, SUITE 200 City: RALEIGH. State: NC Zip: 27609-_
Phone: [phone], Fax: [phone], Email: JIM.KURTZ(cilUS.MCD.COM w1 Q
Physical Location:2523 CASTLE HAYNE ROAD. WILMINGTON v NC I o i
Project Drains into UT NESS CREEK waters - Water classification C-SW (please visit here to look up stream classification)
Project Located in CAPE FEAR River Basin. Is project draining to class ORIN waters? N, within % mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consuftant: BRIAN T SOLTZ Company: COMMERCIAL SITE DESIGN, PLLC
Address: 8312 CREEDMOOR ROAD City: RALEIGH. State: NC Zip: 27613-� bPhone:
919-8g�-6121. Fax: 919-84�-3741. Email: [e-mail] FT
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAMS YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marldng the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub,
ty ❑ Low Dens' -Curb & Gutter # Curb Outlet Swales ❑Utility [I Other
❑ Low Density � riY _ ❑Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ® MOD -El Major ® Minor [I Plan Revision ❑ Redev. Exclusion SW 896018 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No
Received from US ACOE ❑ Yes ® No
DENR use
Fee Spilt for mulliple permits: (Check#.
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Tnhl Fee dmnnnf t
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
1
$
LQS
$
Stream Deter,—
$
-b (f c. -3 I- d,
NCDENR EXPRESS June 2011

Ue-," S w
Or\ W(L�-- po"j , �,,- �v i ON
cj
(Je-cy-.�o f\ s �c I-T Vc- 6c (4, 0 (,j r-\ C) 4-\. c A- kcs

Russell, Janet
From: Justin Biegler [[e-mail]]
,Sent: Thursday, October 03, 2013 9:20 AM
To: Russell, Janet
Cc: Hall, Rhonda; Garrett Often
Subject: RE: Express Request to Modify Permit SW8-9609 1 9
Attachments: MCD-1218_C-5-GRADING EROSION CONTROL PLAN.pdf
Thanks Janet,
Good morning Rhonda,
Attached for your reference is our grading plan. Our Limits of Disturbance is 0.87 acres, including the off -site work
connect the west driveway into the shopping center. The main driveway to the site off Castle Hayne will be maintained.
All utility connections are taking place within the defined Limits of Disturbance drawn. Can you confirm that we will not
need to obtain a Land Quality permit under the current scope of this project?
Thanks, please give me a call with any questions or to discuss, have a great day,
Justin Biegler, P.E.
Commercial Site Design
8312 Creedmoor Road
Raleigh, NC 27613
919-848-6121 ext. 247
919-848-3741 FAX
biesler0csitedesien.com
www.csitedesign.com
From: Russell, Janet Finailto:janet.russeII(&ncdenr.aov]
Sent: Thursday, October 03, 2013 9:03 AM
To: Justin Biegler
Cc: Hall, Rhonda
Subject: RE: Express Request to Modify Permit SW8-960918
Justin, I'll defer to Rhonda to answer that. I'm copying heron this email. Please provide Rhonda the proposed
disturbed acreage including any turn lanes or assoc. road work or utility installation, pond excavation, soil stockpiles or
off -property disturbance associated with the building of the project.
You are confirmed with Christine on October 17th.
Thank you,
Janet
From: Justin Biegler fmailto:biealer*csitedesign.com]
Sent: Thursday, October 03, 2013 8:39 AM
To: Russell, Janet
Cc: Garrett Often
-,Subject: RE: Express Request to Modify Permit SW8-960918
Good morning Janet,
Thanks for coordinating scheduling. Let's do 10:30 on October 171h. We'll finalize our documents and be there.

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Russell, Janet
From: Lewis,Linda
Sent: Wednesday, October 02, 2013 8:42 AM
To: Russell, Janet
Subject: RE: Express Request to Modify Permit SW8-960918
Thanks Janet. As discussed, this is not a modification to the Food Lion permit — it's a modification to the Ennis
Retail permit. The old McDonalds was built prior to Jan. 1, 1988 and/or it was less than 1 acre, so it was not
required to be permitted. However, runoff from McDonalds was accounted for in Mr. Ennis' pond as offsite
drainage because that's the way it drained.
Now that McDonalds is expanding, and continuing to direct its runoff into the Ennis Retail pond, Mr. Ennis'
permit has to be modified to enlarge the offsite drainage area/BUA associated with McDonalds. McDonald's
does NOT require an individual offsite permit from the Division unless they are adding >10000 sf of new BUA.
Please print this email and place it into the file for the reviewer
Thanks.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Russell, Janet
Sent: Tuesday, October 01, 2013 3:45 PM
To: Lewis,Linda
Subject: FW: Express Request to Modify Permit SW8-960918
Linda,
This is the McDonalds at Castle Hayne that drains into the Food lion trench. Do you want to do this one or should I look
at one of the other reviewers?
Let me know.
Janet
From: Justin Biegler rmailto:bieglerOcsitedesign.coml
Sent: Tuesday, October 01, 2013 9:54 AM
To., Russell, Janet
Cc: Garrett Otten
Subject: Express Request to Modify Permit SW8-960918
Good morning Janet,
Attached please find a request for Express Permit Review, Site Plan, Vicinity Map, and Narrative for a proposed permit
modification at the Ennis Retail Center in Wilmington. We're proposing to modify the existing permit to allocate
additional BUA to an off -site McDonald's for redevelopment.

Also, it's my understanding that McDonald's redevelopment disturbing less than 1 acre (0.87 acres) we will not need to
get a Land Quality permit. Can you confirm that?
At this time we would like to schedule a meeting for the soonest available timeslot. Please let me know when the
soonest we can meet is and we will schedule accordingly. Thank you very much for your help, and please contact me
with any questions. Have a great day,
Justin Biegler, P.E.
Commercial Site Design
8312 Creedmoor Road
Raleigh, NC 27613
919-848-6121 ext. 247
919-848-3741 FAX
[e-mail]
www.csitedesien.com

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