SW7120101_HISTORICAL FILE_20190904

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWz(9/
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

North Carolina Secretary of State Search Results
Page 1 of 1
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Limited Liability Partnership
Legal Name
MCE Commercial, LLP
Prev Legal Name
J&K Commercial, LLP
Information
Sosld: 1349138
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 11 /22/2013
Fiscal Month: December
State of Incorporation:
VA
Registered Agent: CT Corporation System
Addresses
Reg Office
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Principal Office
418 First Street
Roanoke, VA 24011-1920
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Mailing
418 First Street
Roanoke, VA 24011-1920
https://www.sosnc.gov/online_services/`search/Business_Registration_Results 9/4/2019

LIMITED LIABILITY PARTNERSHIP ANNUAL REPORT
1012
NAME OF LIMITED LIABILITY PARTNERSHIP: MCE Commercial, LLP
SECRETARY OF STATE ID NUMBER: 1349138 STATE OF FORMATION: VA
REPORT FOR THE FISCAL YEAR END: 1 91`111'?f11 n
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
E - Filed Annual Report
1349138
CA201908702916
3/28/2019 11:09
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615 Wake County Raleigh, NC 27615
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Owner/operator of commercial real estate
2. PRINCIPAL OFFICE PHONE NUMBER: _540) 344-0040 3. PRINCIPAL OFFICE EMAIL: privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
418 First Street
Roanoke, VA 24011-1920
5. PRINCIPAL OFFICE MAILING ADDRESS
418 First Street
Roanoke, VA 24011-1920
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
John G. McLeod, General Partner
SIGNATURE
Form must be signed by a General Partner
John G. McLeod, General Partner
Print or Type Name of General Partner
3/28/2019
General Partner
This Annual Report has been filed electronically.
MAIL TO. Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525
DATE
TITLE
1234567890

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i

IVCL< Pkup_,-�Alll
LIMITED LIABILITY PARTNERSHIP ANNUAL REPORT
lag -- /•t, C.�eO J�IL KT Yf'st s� L ��
NAME OF LIMITED LIABILITY PARTNERSHIP: MCE Commercial, LLP � P
Filing Office Uw Only
SECRETARY OF STATE ID NUMBER: 1349138 STATE OF FORMATION: VA E-Filed Annual Report
REPORT FOR THE FISCAL YEAR END: 12/31/2018
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
Raleiqh, NC 27615 Wake County
SECTION B: PRINCIPAL OFFICE INFORMATION
1349138
CA201806502618
3/6/2018 12:33
❑ Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleiqh, NC 27615
1. DESCRIPTION OF NATURE OF BUSINESS: Owner/Operator of Commercial real estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]_ 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
418 First Street 418 First Street
Roanoke, VA 24011-1920 Roanoke, VA 24011-1920
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
�eyK se—
>zx-�.4 13
SECTION C: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a persordbusiness entity.
John G. McLeod _ ak-] ¢/ 4--
SIGNATURE
Form must be signed by a General Partner
John G. McLeod
Print or Type Name of General Partner
3/6/2018
DATE
General Partner
TITLE
This Amnial Report has been fled eledronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

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PRINT
PAGE 1 OF 1
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418 FIRST STREET SW
418 FIRST STREET SW
Gates County, NC
addressl :
418 FIRST STREET SW
This web site is being provided for the benefit of the general
pclnbr:
1003129
public. The entfre risk associated with the use of this site is on the
pin:
7908272739
end user. No representation is made that this web site will meet
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the specific requirements of any person or will operate error-frea or
parcelclasscode:
without Interruption All other conditions or warranties, expressed
namel :
J 8 K COMMERCIAL, LLP
or implied are disclaimed. In no event will the County or Atlas
namel :
J 8 K COMMERCIAL, LLP
Geographic Data, Inc. be liable for any loss of use, business
tegaldescription:
FAMILY DOLLAR STORE
Interruption, loss of profits, loss of data or
Incidental/consequential damages arising from the use of this web
formatledprOpertyaddress:
1001 US 158 EAST
site. The County and Atlas Geographic Data, Inc. make no
townshipcode:
5
warranties Or representations as to the accuracy of information on
this web site, nor do they assume any IPabilly or responsibility for
addressl:
��
any errors or omissions In its content. It is the sole responsibility of
City:
ROANOK
the end user to evaluate the accuracy, completeness, or
addressl:
usefulness of any information, opinion, advice, of other content
assessedlandvalue:
59492
available through this web site.
total buildingvalue:
markelvalue:
545992
605484
deferredvalue:
0
deferredvalue:
0
saleprice:
888000
•.
bookpage:
301/117
Lisa Cherry
Planning Director [phone] /46 r * 2-701zz-,q
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HTTP://APPS.AGDMAPS.COM/PRINT/NC/GATES/INDEX.HTML?PCL... 1 1 /5/2018

Corporations Division
Page 1 of 1
North Carolina
Ej,91 re F marshal! DEPARTMENT of THE
Secretary SEC R ETARY o>+ STATE
PO Box 29t= Ralelgih, NG 2M2&OM (919)807-2UM
Click Mere To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
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Corporate Names
Prev Legal: J&K Commercial, LLP
Legal: MCE Commercial, LLP
Limited Liability Partnership Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1349138
Current -Active
Current
Foreign
11 /22/2013
December
VA
CT Corporation System
Reg Office: 150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
Reg Mailing: 150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957
Mailing: 418 First Street
Roanoke, VA 24011-1920
Principal Office: 418 First Street
Roanoke, VA 24011-1920
Account
Login
Register
https://www.secretary.state.nc.us/Search/profcorp/ 10393984 3/30/20 ! 6

pfrFART� 4
REGISTERED LIMITED LIABILITY PARTNERSHIP
ANNUAL REPORT
��4rr.r
E-Filed Annual Rclx�rt I
10393994
Do not data enter manually.
NAME; OF REGISTERED LIMITED LIABILITY PARTNE?RSHIP: J&1: Commercial, LLY
REPORT FOR THE YEAR: 2015 STATE OF INCORPORATION: VA
SECRETARY OF STATE L.L.P. ID NUMBER: 1349138
NATURE OF BUSINESS: Owner/operalor of commercial real estalc
REGISTERED AGENT: CT Corporation System
REGISTERED OFFICE MAILING ADDRESS: 150 fayelieville St., Box 1011
Raleigh, NC 2 7601-295 7
REGISTERED OFFICE STREET ADDRESS: 1501 ayellet ille St., 11vx 1011
Raleigh, NC 2 7601-295 7 Wake Counly
PRINCIPAL OFFICE TELEPHONL NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 418 first Streel
Roanoke, VA 24011-1920
PRINCIPAL OFFICE STREET ADDRESS: 418 firs! Streel
Roanoke, VA 24011-1920
CER'TIFiCA'TION OF ANNUAL REPORT MUST BE COMPLETED 13Y ALL REGISTERED LIMITED LIA131LITY PARTNF..RSI-I1PS
Casey Ellen Dugan
FOWM MUST BE SIGNED BY A GENERAL PARTNER
Casey Ellen Dugan
4/16/2015
DATE
General Partner
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporation; Division • Post Office Box 29525 • Raleigh, NC 27626-0525

SCISID: 1349138
Date Filed: 11/22/2013 8:49:00 ANI
Elaine F. Marshall
North Carolina Secretary of State
C201.3 325 00854
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
Foreign Registered Limited Liability Partnership
Pursuant to §59-91 of the General Statutes of North Carolina, the undersigned hereby submits this application for registration as a
Foreign Registered Limited Liability Partnership.
The nameJ&K Commercial, LLP of the foreign limited liability partnership is: __.
If the name of the foreign limited liability partnership is unavailable for use in the State of North Carolina, the
name the limited partnership wishes to use is:
(The name rnust contain the words "Registered Limited Liability Partnership," "Limited Liability Partnership," or the
abbreviation "U—P.," "111-L.P.," "LLP," or " RLLP".)
The street address of the partnerslrlp's principal office is;
Principal Office TelcphoneNumber: (540) 344-OD40
Number and Sweet: 418 First Street
City: Roanoke . T State: VA Zip Code: 24011 County: nG
The mailing address, If dif]`erentfrom the street address, of the partnership's principal offtee is:
Number and Street or PO Box:
City: State; Zip Code.. _ County:
4. The name of the initial registered agent is: C T Corporation System
5. The street address and county of tit initial registered agent's office of partnership In North Carolina is;
Number and Street: 150 Fayetteville Strcct, Box 1011
City: Raleigh State: _ __NC Zip Code: 27601 County: Wake T�
The mailing address, Ifdlfferentfrnm the street address, of the initial registered office is:
;Number and Strcct or PO Box:
City: _..... State: Zip Code: _, County:
Noes:
Filing fee Is 5125. Thisdacument must be filed with IN Secretary of8tetc.
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGH, NC 27626-06222
(Revired Sepren+ber, 2013) page 1 Form LLP-02
NMU.09 AM13 W Wb"a X1~0n1ine

Privacy Redaction
6. (Optional): Please provide a business e-mail odds
The Secretary of State's Office will e-mail the I'll, automatically at the address ptovidedA no charge w idv a
document is filed. The e-mail provided will not be vici6ifiTC ailTl'liE��h'sly'I li7�T+'"ill#'n1'timlltln"+�I 'tt}Y t!f .
service is being offered, please see the instructions for this docume,
7. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the secretary of state or other
official having custody of limited liability partncrship records in the state or country of registration. The Certlfcate of
Existence must be less than six months old.
8. The fiscal year end of the partnership: 'December 31�V
10. This registration will he effective upon filing, unless a future date and/or time is specified:
This the 13th day of November x013
J&K Commercial, LLP
usincrs Eniiiy Name)
Signature x
?JohnrMcLed, Managing Partner
Type or Print Name'arTd Title
NOTES:
Filing fee Is $125. ThU document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O.SOX 29622 RALEIOR, NC 27626.06222
(Revised September, 2013) Page 2 Fornr LLP-02
NC090.09n601 ] 1W lun Ktu"r Onllns

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CERTIFICATE OTF FACT"
I Certify the FoCfowing from the Records of the Commission:
On October 28, 2002, a statement of registration as a Virginia registered limited liability
partnership was filed in this office'by AK Commercial, LLP, a Virginia limited liability
partnership.
This certificate of registration is in effect as of this date.
Nothing more is hereby certified.
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Signed andSeafed at Richmondon this Date:
November 15, 2013
]oe[O. (Peck CCerkof the Commission
IS0357

C20151070ON52
SOS1D: 1349139
Date Filed: 4/24/2015 3:19:00 PN-1
)whine F. Marshnil
North Carolina Secretary of State
C2015 1.07 00852
State of North Carolina
Department of the Secretary of State
CERTIFICATE OF AMENDMENT
Registered Limited Liability Partnership
Pursuant to §59-84.2(h) or § 59-91(0 of the General Statutes of North Carolina, as applicable, the undersigned hereby
submits this Certificate of Amendment for the purpose of amending its registration as a Registered Limited Liability
Partnership.
The name of the partnership as reflected on the application for registration:
J&K Commercial, LLP
2. The date of filing of the application for registration to be amended is: November 22, 2013
3. The application for registration is amended as follows:
The name of the registered limited liability partnership is changed to MCE Commercial, LLP
4. This amendment will be effective upon filing, unless a date and/or time is specified:
This the _day of April , 20 15
J&K Commercial, LLP
Sig ure
John G. , cLeod, General Partner
Type or Print Name and Title
Notes:
Filing fee is S25. This document must be flied with the Secretary of State
CORPORATION'S DIVISION P.O.BOX 29622 RALF,IGH, NC 27626.06222
(January, 2002) (Form LLP-03)

It' Complete items 1, 2, and 3.
A. Sig re
■ Print your name and address on the reverse
X ❑ Agent
so that we can return the card to you.
❑ Addressee
B. Received by {Printed Name)
C. to If I, ery
■ Attach this card to the back of the mailpiece,
or on the front if space permits. kT'
"TeC4_i
1. Article Addressed to:
D. Is delivery address different from item 1?
ff YES, enter delivery address below: ❑ No
I
MR. JOHN MCLEOD
MCE COMMERCIAL, LLP
4181FIRST STREET i
ROANOKE VA 24011-1920
3. Service Type ❑ Priority Mail Express®
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Energy, Min era!
and Land Resources
ENVIRONMENTAL QUALITY
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7015 0640 0005 9080 5729
March 30, 2016
Mr. John G. McLeod, General Partner
MCE Commercial, LLP
418 First Street
Roanoke, VA 24011-1920
Dear Mr. McLeod:
iJ�Fo
PAT MCCRORY
Gom mor
DONALD R. VAN DER VAART
secmary
TRACY DAMS
Subject: Stormwater Permit Name/Ownership Change
Stormwater Management Permit SW7120101
Family Dollar Store — Sunbury, NC
Gates County
]Xreclor
On January 27, 2016 1 sent you the attached letter advising you that Stormwater permit
SW7120101 required an ownership change. To this date we have not received a
response. You are operating without a valid permit. Operation of a stormwater treatment
facility without a valid permit is a violation of NC General Statute 143-215.1 and may
result in an appropriate enforcement action including assessment of civil penalties.
Please submit a completed Name/Ownership application form within 30 days. The
permit name/Ownership application form can be found on our website at
httpa/deg.nc gov/about/divisions/energy-mineral-lard-resources/energy-mineral-land-
permitsltormwater-permitslforms . If you have questions, I will be glad to discuss this
with you. You can reach me at [phone].
Enclosure
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
State of North Caralina I Environmental Quality 1 Energy, Mineral and Land Resources
943 Washington Square Mall. I Washington, NC 27889
252-946-6481 T

Energy, Mineral
and land Resources
ENVIRONMENTAL QUALITY
January 27, 2016
Mr. John G. McLeod, General Partner
MCE Commercial, LLP
418 First Street
Roanoke, VA 24011 -1920
Dear Mr. McLeod:
PAT MCCRORY
Gnremor
DONALD R. VAN DER VAART
,5•ecreiary
TRACY DAVIS
DirYmcon.
Subject: Name /Ownership Change
Stormwater Management Permit SW7120101
Family Dollar Store — Sunbury, NC
Gates County
A Division of Energy, Mineral and Land Resources file review and a review of the Gates
County tax maps reveals that your Company now owns the Family Dollar Store in
Sunbury, NC. This store is served by a stormwater wet detention pond permitted by this
agency in 2012. The permit was originally issued to Eastern Pride, LLC, You are
required by North Carolina General Statute as well as our stormwater rules to maintain
a stormwater permit for this site. In order to reissue the permit in your Company name
you will need to submit a namelownership change application. The first name/ownership
change application does not require an application fee. This application can be found on
our websiteathftp://portal,ncdenr.ore#/web/Ir/state-stormwater-forms does.
Please submit a completed name/ownership application within 30 days. If you have
questions, please feel free to contact me at [phone].
Sincerely,
Roger K, Thorpe
Environmental Engineer
Washington Regional Office
State of North Carolina t Environmental Quality I Energy. Mineral and Land Resources
943 Washington Square Mall. t Washington. NC 27899
252-946-6481 T

SOSID: 1349138
Date Filed: 4/24/2015 3:19:011 PM
Elaine F. Marshall
North Carolina Secretary of State
C201.5 1.07 00852
State of North Carolina
Department of the Secretary of State
CERTIFICATE OF AMENDMENT
Registered Limited Liability Partnership
Pursuant to §59-84.2(h) or § 59-91(0 of the General Statutes of North Carolina, as applicable, the undersigned hereby
submits this Certificate of Amendment for the purpose of amending its registration as a Registered Limited Liability
Partnership.
The name of the partnership as reflected on the application for registration:
J&K Commercial. LLP
2. The date of fling of the application for registration to be amended is: November 22, 2013
3. The application for registration is amended as follows:
The name of the registered limited liability partnership is changed to MCE Commercial, LLP
4. This amendment will be effective upon filing, unless a date and/or time is specified:
This the _day of April 1 20 15
J&K Commercial, LLP
S40 ure
John G. YcLeod, General Partner
Type or Print Name and Title R
Notes:
Filing fee Is 525. This document must be filed with the Secretary of State
CORPORATIONS DIVISION ROBOX 29622 RALi-IGH, NC 27626.06222
(January, 2002) (Form UP-03)

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Barnes Boykin
Eastern Pride, LLC
2405-F Nash Street
Wilson, NC 27896
Dear Mr. Boykin:
John E. Skvarla, ill
Secretary
December 18, 2014
Subject: Notice of Inspection
Stormwater Management Permit SW7120101
Family Dollar — Sunbury, NC
High Density Commercial Wet Pond Project
Gates County
On December 17, 2014, 1 inspected the wet detention pond system serving the
Family Dollar store located in Sunbury, NC to determine compliance with Stormwater
Management Permit Number SW7120101, which was issued on March 6, 2012. The
inspection revealed that the system is not being properly maintained. Trash needs to be
removed from and around the wet pond. The pond is full to the overflow level. Apparently
the small diameter orifice is plugged and the pond cannot drain down to its permanent pool
level. Appropriate action should be taken to assure that the pond drains properly as
designed. It was also observed that drainage from the adjacent farm field has been
diverted into the wet pond. This may result in overloading the pond and not allowing
adequate time for solids settling. Off -site drainage should be diverted away from the pond.
Please advise when maintenance has been performed. A follow up inspection will
be scheduled in about 30 days to determine compliance. If you have questions, please feel
free to contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
Division of Energy, Mineral, and Land Resources . Land Quality Section
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 - Phone: [phone] FAX: [phone]
Internet: htto:ll000al.ncdenr.orglwebArAand-quality
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

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Pamlico Engineering Services, PLLC
128 Abbey Lane
WASHINGTON, NC 27889
PHONE [phone]
RmGto
�x`- Engirtcerin�
crVices
i
To:
Date: 2/13/12 Job No. 11007
NCDENR - DWQ
Attention: Bill Moore
Re: Sunbury Family_Dollar
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of letter ❑ Change order ❑
❑ Specifications
COPIES
DATE
No
DESCRIPTION
2
PLANS revised
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin, PE.
RECEIVED
F EB 14 2012
DWQ-WARO

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Pamlico Engineering Services, PLLC
128 Abhev Lane
WASHINGfON, NC 27889
DHOW [phone]
Pamlico
Eeiin�
Ues vicess
To:
Date l 2/31 / 1 l J ob No. 11013
NCDENR - DWQ
Attention : Stormwater Section
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
No
DESCRIPTION
2
12/29/11
Application
2
NARRATIVES
2
PLANS
1
$505 CHECK
USGS QUAD SHEIs r
1
DEED
Check List
THESE ARETRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please call if you have any questions.
Marie U. Peedin, PE.
RECEIVED
JAN - 3 2012

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Record: $32.00
Tax Lot No. Parcel IdentiAerNo.
RECEIVED
JAN - 3 2012
DWQ-WARO
Verified by County on the day of _ .20
by
Moil utter recording to 1
P..0—BQx 1j"milthfeld. NC 27577
This instrument was prepared by
Brief description for the Index M.,- Offtes County
NORTH CAROLINA GENERAL WARRANTY DEED
T141S nEEQ made this 28� „ day of Fcbn= 2002 _ . by and between
GRANTOR
Roxie T. Nixon (widow)
GRANTEE
Crank T. Cross and
Mary Ann C. Busby,
as tenants in common
{an 8% undivided interest]
500 Adam Street
Raleigh, NC 27605
The deolgnation 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, an 8% undivided interest In all that certain
lot or paraal of land situated in the City of _ liolly Grove H,tlntcr's Mill, GatesxllIs
Townships, Gates County, North Carolina and more particularly described as follows:
See Exhibit A which is attached hereto and incorporated herein by reference for a complete description.

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0.
The property hercinabove described was acquired by Grantor by instrument retarded in
A map showing the above described property is recorded in Plat Book _ page _
TO HAVE AND TO HOLD an 9%undivided interest in the aforeaaid lot or parcel of lamd and ail privileges and uppurtertmu= thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantoe, that Grantor Is seized of the premises in foe simple, has the right to convey the same in fee
simple, that title is marketable and free and dear of all encumbrances, and drat Grantor will warrant and defend the title against the lawW1
claims of all persona whomsoever except for the exceptions hereinafter stated. Tide to the pt aperty hereinebove described is subject to the
following exceptions:
Subject to eascumnis and restricdow of record
�. IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if corporate, has caused this insliw*ent to be
signed in Its corporate name by its duty authorized officers and its seal to be hereunto aftixed by authority of its Board of Dh+adors, the
day and year first above written.
;;" LT r �� e. 1 ,_•(�.,, _—(SEAL)
O
(Corporate Name) �-Roxic T. Nixon (widow)
(SEAL)
President
(SEAL)
ATTEST:
_(SEAL)
�• Secretary (Corporate Sal) . ..
NORTH CAROUNA, County,
1, a Notary Public of the County and State aforesaid, certify that, &%bt& �
�'` '�:;" _ c '^• , fi ROXIBT. ixN (wldggl Grantor = ;:'personally appeared before rrte this day and acknowledged the execution of the foregoing instrument.
, * t Witness my hand and official stamp or seal, this _ day of 20 0
My cornmission expires: to-a&-tina *A,•..,_ 3 C....Q p Notary Public
SEAL -STAMP NORTH CAROLINA, County,
-: 1, a Notary Public of the County and Slate aforesaid, certify that _
personally came before me this day and acknowledged that he is Secretary of
a North Carolina corporation, and that by authorlty duly
a" - given and as the act of the corporation, the foregoing instrument was signed in Its name by Its
President, sealed with its corporate seal and attested by as lts Secretary.
In

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EXHIBIT A
TO DEED
FROM ROXIE T. NIXON (widow)
DATED: February 29, 2002
TRACT NO. ONE (Sophia Hunter Place):
1Parcel&.9>as: BEGINNING at an iron pipe set in the northern right-of-way of U.S. Highway
158, the southwest corner of the Maggie Lassiter property, at the intersection of said highway
right-of-way and a 20' lane and the line runs thence with the northern right -of --way of U. S.
Highway 159 North 73 degrees 35 minutes West 2098.22 feet to an iron pipe, comer with the
John and Rosa Baker property. thence with the Baker property North 25 degrees 54 minutes East
214.50 feet to an iron pipe and South 73 degrees 35 minutes fast 117.08 feet to an irons pipe set
at or near the centerline of a 24' lane; thence with the centerline of said lane North 25 degrees 54
minutes East 105.52 feet and North 271legreeo 05 Ininutes East 868.13 feel to an iron pipe,
corner with George, David and James Asbell where said lane is intersected by the run of a ditch;
thence with the nun of the ditch South 64 degrees 51 minutes East 260.20 fleet, South 70 degrees
' 49 minutes East 167.74 feet, South 77 degrees 13 minutes East 220.19 feet, South 87 degrees 45
minutes Fast 141.26 feet and South 84 degrees 04 minutes East 145.53 feet to a stake, corner
with Wesley Mozell; thence with the Mozell line South 58 degrees 05 minutes East 835.04 feet
to a stake sot in the western line of a lane, the line of Wesley Mozell; thence with the Mozell line
and along the western boundary of the lane South 11 degrees 20 minutes West 127.61 feet, South
14 degrees 58 minutes West 173.17 feet and South 15 degrees 18 minutes West 673.58 feet to
the point and place of beginning and containing 48.27 aches, more or leis, according to a plat and
survey by McDowell -Jones, P.A., dated June, 1990, and styled "Boundary Survey of Property for
Mrs. F. L. Nixon".
fatal No. Two: BEGINNING at an iron pipe set in the southern right-of-way line of U.S.
Highway 158, the northeast corner of the George N. Ashley property and from said beginning
point the line runs thence with the highway right-of-way South 73 degrees 35 minutes East
1.701.41 feet and South 73 degrees 29 minutes East 402.41 feet to an iron pipe act in the run of
Garrets Branch; thence with run of the branch as it meanders in a generally southerly direction
the following calls: South 04 degrees 55 minutes East 31.36 feet, South 31 degrees 41 minutes
West 19.64 feet, South 36 degrees 35 minutes East 23.13 feet, South 23 degrees 58 minutes West
25.77 feet, South 25 degrees 45 minutes East 59.26 feet, South 17 degrees 10 minutes West
88.95 feet, South 47 degrees 27 minutes East 69.06 feet, South 89 degrees 19 minutes East 23.86
feet, South 45 degrees 36 minutes East 137.89 feet, South 30 degrees 09 minutes West 83.16
feet, South 25 degrees 34 minutes East 97.68 feet, South 83 degrees 12 minutes East 35.22 feet,
South 36 degrees 29 minutes East 36.50 feet, South 13 degrees 31 minutes East 57.85 feet, South
05 degrees 31 minutes Wost 84.17 feet, South 12 degrees 55 minutes West 110.95 feet, South 16
degrees 25 minutes West 97.27 feet, South 81 degrees 22 minutes West 58.34 feet, South 28
degrees 36 minutes West 72.74 feet, South 55 degrees 33 minutes West 116,20 feet, South 15
degrees 28 minutes West 80.0 feet, North 89 degrees 38 minutes West 6893 feet, South 53
degrees 49 minutes West 47.89 feet, North 85 degrees 54 minutes West 128.28 feet, South 19
degrees 03 minutes West 51.67 feet, South 73 degrees 34 minutes East 55.29 feet, South 29
degrees 09 minutes West 148.70 feet, South 34 degrees 10 minutes East 102.05 feet; Soutli 07
degrees 55 minutes West 111.58 feet, South 44 degrees 31 minutes West 140.32 feet, South 18
degrees 04 minutes East 94.60 feet, South 13 degrees 12 minutes East 133.34 feet and South 35
degrees 57 minutes East 83.46 feet to a stake, comer with Merchant's Mill Pond State Park;
L+a..�.. A-.1, 0.,,.41, r'7 •any .r Ar mintifao bloat I A In fsPPt to n 411M

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BO-C 201 PAGE ls9
Page -4-
of
EXHIBIT A
North 55 degrees 08 minutes West 228.53 feet, North 69 degrees 36 minutes West 388.22 feet
and North 50 degrees 53 minutes West 26.75 feet to an iron set at an old wire fence, comer with
McEll Coston; thence with the Coston But and continuing with the wire fence North 65 degrees
58 minutes West 140.63 feet, North 39 degrees 56 minutes West 119.46 feet, North 51 degrees
27 minutes West 63.09 feet, North 40 degrees 06 minutes West63.80 feet, North 58 degrees 18
minutes West 118.92 feet, North 78 degrees 23 minutes West 51.13 feet and South 77 degrees 01
minute West 58.40 feet to a stake at a ditch; thence with the run of the ditch North 53 degrees 53
minutes West 183.08 feet, North 48 degrees 08 minutes West 136.61 feet and North 06 degrees
53 minutes West 67.26 feet to a stake set in the southern right-of-way line of N.C.S.R. 1404;
thence with the right-of-way line of said road the following calb: North 80 degrees 32 minutes
East 188.62 feet, North 65 degrees 00 minutes East 195.40 feet, North 54 degrees 44 minutes
East 424,40 feet, North 43 degrees 47 minutes East 280.02 feet, North 28 degrees 56 minutes
East 218.66 feet, North 47 degrees 01 minute East 248.90 feet, North. 65 degrees 29 minutes Fast
• 446.13 feat, North 83 degrees 50 minutes Fast 245.99 feet and South 73 degrees 05 minutes East
327.36 feet to a stake set in the right-of-way line of North Carolina Highway No. 32, thence with
the highway right-of-way South 05 degrees 01 minute West 39.06 feet to a stake, corner with
Franc Pierce; thence with the Pierce line South 54 degrees 54 minutes West 96.68 feet, South 20
degrees 31 minutes East 278.70 feet and North 71 degrees 46 minutes East 6.95 feet to an iron
pipe set In the right-of-way line of North Carolina Highway No. 32; thence with the highway
right-of-way South 15 degrees 01 minute East 119.43 feet, South 18 degrees 50 minutes Fast
1429.39 feet, South 15 degrees 35 minutes East 295.59 feet and South 10 degrees ) l minutes
East 239.52 feet to the point and place of beginning and containing 81.45 acres, more or less,
according to a plat and survey by McDowell -]ones, P.A., dated January 24, 1980, and styled
"Boundary Survey of Property for Mrs, F. L. Nixon".
,parcel No. Three: BEGINNING at the northwest intersection of the rights -of -way of N.C.S.R.
1404 and North Carolina Highway No. 32 and from said beginning point the line runs thence
with the right-of-way line of N.C.S.R.1404 the following calls: North 73 degrees 05 minuto
West 327.23 feet, South 83 degrees 50 minutes West 267.93 feet, South 65 degrees 29 minutes
West 465.57 feet, South 47 degms 01 minute West 268.20 feet and South 28 degrees 56 minutes
West 220,38 feet to a stake; thence South 45 degrees 47 minutes West 310.27 feet to an iron,
corner with the lands of 1. F. and Minnie Outland; thence with the outland line North 4 t degrees
43 minutes West 69.84 feet to a Y chopped pine; thence continuing with the Outland line North
42 dogrecs 27 minutes West 791.98 feet to a T chopped cypress; thence North 41 degrees 15
minutes West 69.69 feet to a 16" chopped tree; thence North 41 degrees 33 minutes West 196.83
feet,to a concrete monument; thence North 41 degrees 33 minutes West 20.58 feet to a stake,
corner with Bennie Brinkley; thence with the Brinkley line North 50 degrees 30 minutes Fast
95,05 feet and North 56 degrees 44 minutes East 162.51 feet to a stake, corner with Tract No.
Four described herein, the F. L. Nixon Homeplace Tract; thence with the F. L. Nixon Homeplace
Tract and witli the tun of the swamp the following calls: North 33 degrees 50 minutes rest
298.78 feet, North 56 degrees 45 minutes Fast 299.94 feet, North 62 degrees 00 minutes East
222.13 feet, South 71 degrees 27 minutes East %.90 feet, South 34 degrees 24 minutes .East
60.88 feet, South 86 degrees 36 minutes East 241.20 feet, North 23 degrees 31 minutes East
96.27 feet, North 73 degrees 16 minutes East 107.67 feet, South 78 degrees 44 minutes East
357.85 feet, South 43 degrees 31 minutes East 96.14 feet, South 57 degrees 16 minutes East
94.78 feet, South 55 degrees 55 minutes Fast 495.19 feet, North 35 degrees 32 minutes East
105.67 feer And Nnrih 74 devreec 42 minutes East 123.91 feet to a stake set in the right-of-way

APR-13-2011 02: 57P FROM: GATES COUNTY REUIS I1=
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of
EXHIBIT A
Sj�Je C:�, 7
-MjTRACT NU. FOUR (F. I.. Nixon Houteplace Tract): BEGINNING at an iron pipe marking
the southwest intersection of the rights -of -way of U. S. Highway 159 and North Carolina
Highway No. 32 and from said beginning point the line nms thence with the right-of-way line of
North Carolina Highway No. 32 South 09 degrees 54 minutes West 353.05 feet to a stake, corner
of the Tom L. Hutto lot; thence with Hutto North 8 t degrees 50 minutes West 165.08 feet and
South 09 degrees 55 minutes West 125.0 feet to an iron pipe set in the line of Gona L. Nixon;
thence with the Nixon line North 81 degrees 51 minutes West 312.96 feet to an iron pipe sat in a
ditch, South 14 degrees 30 minutes West I25.94 feet and South 82 degrees 10 minutes East
39.56 feet to an iron stake, corner with Wilber Hendrix; thence with the Hendrix line South 10
degrees 43 minutes West 371.40 feet and South 81 degrees 58 minutes East 327.49 feet to a
stake; thence South 80 degrees 37 minutes East 126.34 feet to an iron pipe set in the right-ot+way
of North Carolina Highway No. 32; thence with the right-of-way line of said road South 09
degrees 58 minutes West 237.06 feet to a stake, corner with Hurdle and Bagley; thence with the
Hurdle and Bagley line North 75 degrees 40 minutes West 300.00 feet, South I I degrees 39
minutes West 225.00 feet and South 75 degrees 40 minutes East 300.00 feet to an iron pipe set in
the right-of-way line ofNorth Carolina Highway No. 32; thence with the highway right-of-way
South 15 degrees 01 minute West 371.56 fed to a stake at the swwnp, corner with Tract No.
Three described above; thence up the run of the swamp the following calls: South 74 degrees 42
minutes West 123.81 feet, South 35 degrees 32 minutes West 105.60 feet, North 55 degrees 55
minutes West 495.19 fret, North 57 degrees 16 minutes West 94.78 feet, North 43 degrees 31
minutes West 96.14 feet, North 78 degrees 44 minutes West 357.95 feet, South 73 degrees 16
minutes West 107.67 feet, South 23 degrees 31 minutes West 96.27 feet, North 86 degrees 36
minutes West 241.20 feet, North 34 degrees 24 minutes West 60.88 feet, North 71 degrees 27
minutes West 96.90 feet, South 62 degrees 00 minutes West 222.13 feet, South 56 degrees 45
minutes West 209.94 feet and South 33 degrees 50 minutes West 298.78 fact to a stake, corner
with the Bennie Brinkley lands; thence with the Brinkley line North I I degrees 42 minutes East
1333.47 feet, North 06 degrees 12 minutes West 423.36 feet, North 28 degrees 29 minutes West
163.30 feet, North 24 degrees 26 minutes West 122A6 feet and North 20 degrees 47 minutes
West 192.89 feet to an iron pipe, corner of lames Earl and Elizabeth C. Brinkley; thence with the
Brinkley line South 77 degrees 54 minutes East 86.93 feet to a stake, corner with A. T. Hurlburt
and wife; thence with the Hudburt line South 82 degrees 34 minutes East 150.35 feet to an iron
Pipe, comer with John W. Brinkley and wife; thence with the Brinkley line South 80 degrees 48
minutes East 150.10 feet and North 08 degrees 31 minutes Fast 184.65 feet to an iron pipe set in
the right-of-way line of U. S. Highway 158, thence with the right-of-way line of said highway
South 81 degrees 16 minutes East 525.10 feet to an iron pipe set at a small ditch, corner with
Beulah Baptist Church; thence with the church line South 08 degrees 24 minutes West 243.05
feet, South 81 degrees 28 minutes East 283.30 feet and North 14 degrees 34 minutes East 89.48
feet to a stake, comer with Daniel C. Lewis and wife; thence with the Lewis line South 78
degrees 29 minutes East 142.16 feet and North 08 degrees 26 minutes East 161.97 feet to an iron
pipe set in the right-of-way of ii. S. Highway 158; thence with the hi hwa rig L-�tr�yli3l:
81 degrees 30 minutes East 1186.57 feet to the point an a ace of beginning and conta1nlnaAl_&4
acres, more or less, according�a plat and _surve 5 "McDowelWones, P.A., dated January 24,
1980, and styled "Boundary Survey of Property for Mrs. F. L. Nixon".
It in the intent of the Grantor to convey by this deed an S% undivided interest in the
described property.

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LWITED SITE EXPLORATION REPORT
Report Number: 72111139.0001 Irerracon
Service Date: 06/23/11 314 Beacon Dr.
Report Date; 06/29/11 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction Sunbury Family Dollar
Attn: Selden Taylor HRECEIVED
ighway 58
PO Box 2147 Sunbury, NC
Washington, NC 27889
Project Number_ 72111138
SERVICES REQUESTED BY: Selden Taylor, representing Stocks and Taylor Construction.
TERRACON PERSONNEL: Bob Neel and Allen McColl D V V Q -WA R O
Representatives of Terracon Consultants, Inefferracon) were present on the project site today to test proposed bearing
soils for building and asphalt paved areas using a dynamic cone penetrometer (dcp) and a hand auger_ A hand auger boring
was also advanced, as indicated, within the designated stormwater treatment area to identify the depth to the seasonal high
water table.
Project information, in the form of a site — utility plan, prepared by Pamlico Engineering, undated, was provided to us by
Mr. Taylor. The drawing indicated the location of the building and asphalt paved areas, as well as storrnwater treatment areas.
At the time of our site visit, the building comers had been staked. The site is a former wheat field. The areas tested today are
indicated on the attached drawing.
For hand auger borings one through five, dcp test results were obtained at approximate one foot intervals to a depth of
five feet below the existing ground surface. The dcp test results obtained are attached. Hand auger boring six was used in
the determination of the seasonal high water table and a discussion of these findings is submitted in a separate report.
The soils encountered today included approximately six inches of topsoil, underlain by tan silty fine sand and tan and
yellow tan clayey fine sand to a depth of 2.0 feet. This upper sand layer is underlain by gray and tan gray fine sandy day to a
depth of 4.5 feet. This clay stratum is underlain by gray clayey fine sand to the boring termination depth (five feet).
Groundwater was encountered at a depth of flue feet below the existing ground surface.
The site should be stripped of vegetation and topsoil. A stripping depth of six inches is anticipated. Structural fill soil for
building and parking areas should be installed in maximum 12 inch loose lift thicknesses. The fill should be compacted to no
less than 98 percent of the standard Proctor maximum dry density. Footings should be sized for an allowable soil bearing
pressure of 2000 psf.
Prepared bearing surfaces for foundations should not be disturbed or left exposed during inclement weather. Saturation of
the footing subgrade can cause a loss of strength and increased compressibility. If construction occurs during inclement
Continued on the following page.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical materials_
CTM1,9-29-10,Rmt Page i of

• � •l _ � � 1

UMITED SITE EXPLORATION REPORT Report Number: 72111138.0001 Irerracon
Service Date: 06/23/11 314 Beacon Dr.
Report Date: 06/29/11 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction Sunbury Family Dollar
Attn: Selden Taylor Highway 58
PO Box 2147 Sunbury, NC
Washington, NC 27889
Number. 72111138
weather, and concreting of foundations is not possible at the time they are excavated, a layer of lean concrete should be
placed on exposed bearing surfaces for protection. Also, concrete should not be placed on frozen subgrade. The bottom of
the foundation excavations should also be clean and free of any loose soil, mud or debris prior to placing concrete.
Regardless of the thoroughness of a limited site exploration study, there is always a possibility that subsurface conditions
will be different from those at the boring locations, that conditions will not be as anticipated by the designers or contractors, or
that the construction process will alter soil conditions. Therefore, the geotechnical engineer's representative should observe
the site preparation, earthwork, foundation construction and floor slab construction to confirm. that the conditions indicated by
the geotechnical exploration actually exist. We recommend the owner or contractor retain Terracon for this service since we
are already familiar with the project, the subsurface conditions, and the intent of the recommendations and design. The
conclusions and recommendations provided in this report are subject to Terracon personnel observing the construction
procedures and subsurface conditions encountered at the site.
Mr. Selden Taylor was informed of the test results and recommendations by electronic correspondence.
Services:
Terracon Rep::
Reported To: Selden Taylor
Contractor:
Report Distribution:
(1) Stocks and Taylor Cows uctim
Emailed
Reviewed By: o -QL f::7 acy-�
Carl F. Bonner, PE
Office Manager E
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company_ Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Crowl, 9LMIo, Rev.$ Page 2 of

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LRAITE© SITE EXPLORATION REPORT
Irerracon
Report Number: 72111138.0001
Service Date: 06/23/I 1
314 Beacon Dr.
Report Date: 06/29/11
Winterville, NC 28590
252-353-1600
Client
Project
Stocks and Taylor Construction
Sunbury Family Dollar
Attn: Selden Taylor
Highway 58
PO Box 2147
Sunbury, NC
Washington, NC 27989
Project Number: 72111138
TEST DEPTH BELOW
PENETROMETER
LOCATION EXISTING GRADE
VALUE
COMMENTS
Number 1, as shown 1.0
15+
2.0
9-10
3.0
4-5-6
4.0
6-7-7
5.0
8-8-8
Number 2, as shown 1.0
15+
2.0 9-9
3.0 6.6-5
4.0 4-6-8
5.0 6-6-7
Number 3, as shown 1.0
15+
2.0
10-9-10
3.0
7-8-8
4.0
7-8-10+
5.0
5-5.5
Continued on the following page.
The tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
COW],v-2e-1o,seV.a Page 1 of2

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LtAAtTED SITE EXPLORATION REPORT Irerracon
Report Number: 72111138.0001
Service Date: 06/23/11 314 Beacon Dr.
Report Date: 06/29/11 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction Sunbury Family Dollar
Attn: Selden Taylor Highway 58
PO Box 2147 Sunbury, NC
Washington, NC 27889
Project Number: 722111138
TEST DEPTH BELOW PENETROMETER
LOCATION EXISTING GRADE VALUE COMMENTS
Number 4, as shown 1.0
15+
2.0
7-7-8
3.0
5-8-8
4.0
10-13
5.0
7-r5-5-7
Number 5, as shown 1.0
15+
2.0
10-10
3.0
8-7-8
4.0
6-8-10
5.0
5-6-7
Services:
Terra con Rep.:
Reported To: Selden Taylor
Contractor:
Report Distribution:
(I ) Stocks and Toylor Construction,
Emoiled t �u�G... � � h
Reviewed $y: j�
Carl F. Bonner, PE
Office Manager Il
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the diem
Indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the locations) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cr000r, 9, 2,W o, K"A Page 2 of 2

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OMM RA9m.1 "a. MoL
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SEA56NAL HIGH WATER TABLE REPORT Irerracon
Report Number: 72111138.0002
Service Date: 06/23/1 l 314 Beacon Dr.
Report Date: 06/29/11 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction Sunbury Family Dollar
Attn: Selden Taylor Highway 58
PO Box 2147 Sunbury, NC
Washington, NC 27889
Project Number. 72111139
SERVICES REQUESTED BY: Mr. Selden Taylor, representing Stocks and Taylor Construction.
TERRACON PERSONNEL: Bob Neel and Allen McCall.
Representatives of Terracon Consultants, Inc. were on site today to determine the depth to the seasonal high water table and
to visually classify the near surface soils.
The location explored is indicated as test site number six on the attached drawing. Please note that the location indicated is
not to scale.
At the location explored, we observed brown (10YR-5-3) and yellowish brown (10YR-5-4) clayey sitty fine to medium sand
from the ground surface to a depth of one foot. Below one foot, the soil texture transitions to clayey fine sand and fine sandy
clay. Evidence of the seasonal high water table appears at a depth of 1.5 feet, based on the occurrence of light brownish
gray (10YR-6-2) soil mottles. The boring was dry to the termination depth of 3 feet.
Mr. Selden Taylor was advised of the observations as discussed herein by electronic correspondence.
Services:
Terracon Rep.:
Reported To: Selden Taylor
Contractor:
Report Distribution:
(1) Stoclw and Taylor Conwu=on,
ErnWod
Reviewed By: OX-0— � f5cr'
Carl F. Bonner, PE
Office Manager 11
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials_
Cr0003. 9.26-10, AMR Ike 1 of I