SW8150310_HISTORICAL FILE_20150327

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 I ll/yl D
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
or
DOC DATE
YYYYMMDD

,
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
March 27, 2015
Mr. William C. Ronalter, Member
Shallotte Development Group, LLC
155 West New York Ave., Suite 200
Southern Pines, NC 28387
Subject: State Stormwater Management Permit No. SW8 150310
Tractor Supply Company in Shallotte
High Density Wet Detention Pond Project
Brunswick County
Dear Mr. Ronalter:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
the Tractor Supply Company in Shallotte on March 25, 2015. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are forwarding
Permit No. SW8 150310 dated March 27, 2015, for the construction, operation and maintenance of the
BMP's and built-upon areas associated with the subject project.
This permit shall be effective from the date of issuance until March 27, 2023, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in
this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
procedures for changing ownership, transferring the permit, and,renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system,
to record deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory, hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing
process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Hall in the Wilmington Regional Office, at [phone].
Sinc ely,
7�Tracy Daws, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/canh: \\\Stormwater\Permits & Projects\2015\150310 HD\2015 03 permit 150310
cc: Chris Russell, East Coast Engineering & Surveying
Brunswick County Building Inspections
Brunswick County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy,Mineral,and Land Resources
Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 28405•[phone]/Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 150310
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Shallotte Development Group, LLC
Tractor Supply Company
5100 Main Street, Shallotte, Brunswick County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as
the "stormwater rules') the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division and
considered a part of this permit.
This permit shall be effective from the date of issuance until March 27, 2023, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.7 of this permit. The runoff from all built-upon area within the
permitted drainage area of this project must be directed into the permitted stormwater
control system. The stormwater control has been designed to handle the runoff from
111,211 square feet of impervious area.
3. The maximum built-upon area allowed for the entire project is 111,211 square feet.
4. The drainage area(s) will be limited to the amount(s) of built-upon area indicated in
Sections 1.2 and 1.7 of this permit, and per approved plans. The built-upon area for the
future development is limited to 5,000 square feet.
5. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters. All runoff directed into and through the vegetative
buffer must flow through the buffer in a diffuse manner.
6. Stormwater runoff that is directed to flow through any wetlands shall flow into and
through these wetlands at a non-erosive velocity.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 150310
7. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
8. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres: 7.93
Onsite, ftz: 345,505
Offsite, ftz: 0
b. Total Impervious Surfaces, ftz: 111,211
Onsite, ftz: 111,211
Offsite, ftz: 0
c. Average Pond Design Depth, feet: 4.0
d. TSS removal efficiency: 90%
e. Design Storm: 1.5
f. Permanent Pool Elevation, FMSL: 16.25
g. Permitted Surface Area @PP, ftz: 10,414
h. Permitted Temporary Storage Volume, ft3: 14,927
i. Temporary Storage Elevation, FMSL: 17.44
I. Predevelopment 1 yr-24 hr. discharge rate, cfs: 11.3
k. Controlling Orifice: 2.05"0 pipe
I. Orifice Flowrate, cfs : 0.05
m. Permanent Pool Volume, ft3 : 28,322
n. Forebay Volume, ft3: 5,317
o. Maximum Fountain Horsepower: n/a
p. Receiving Stream / River Basin: Shallotte River/ Lumber
q. Stream Index Number: 15-25-2-(1)
r. Classification of Water Body: "C, SW, HQW"
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built-upon surface.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
4. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater system function at design
condition. The approved Operation and Maintenance Agreement is incorporated by
reference into this permit and must be followed in its entirety and maintenance must
occur at the scheduled intervals.
5. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
6. Decorative spray fountains will not be allowed in the stormwater treatment system as
the permanent pool volume is less than 30,000 cubic feet.
7. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 150310
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A modification
may be required for those deviations.
9. If the stormwater system is used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
10. All stormwater collection and treatment systems must be located in either public
rights-of-way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights-of-way, common areas and
easements, in accordance with the approved plans. Access to the stormwater facilities
for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
11. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area. The project area is defined as all property owned by the
permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
12. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
13. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the Stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 150310
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events:
a. An ownership change including the subdivision, sale or conveyance of the project
area in whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re-issuance or
termination does not stay any permit condition.
8. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. The permittee shall maintain a copy of the permit,
O&M agreements, and the approved plans at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 150310
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee.
Permit issued this the 27`h day of March 2015.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
acy Da s, P.E., Direct r
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 150310
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 150310
Tractor Supply Company - Shallotte
Stormwater Permit No. SW8 150310
Brunswick County
Designer's Certification
I, as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 150310
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 8 of 8

DEMLR USE ONLY
Date rj y-,-,—d Fee Paid LPermit Number
Appli able R les: ❑ Coastal SW-1995 ❑Coastal SW-2008 ❑ Ph II-Post Construction
(select all that apply) ❑ Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This fora nay be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications, letters,operation and maintenance agreements,etc.):
TRACTOR SUPPLY COMPANY 56,k10W2..
2. Location of Project(street address):
5100 MAIN STREET
City:SHALLOTTE County:BRUNSWICK Zip:28470
3. Directions to project(from nearest major intersection):
FROM THE SOUTH MOST 1NTERSECTON OF US 17 BYPASS AND US 17 BUSINESS IN SHALLOTTE GO
NORTH APPROXIMATELY 1.25 MILES. PROIECT WILL BE ON THE LEFT
4. Latitude:33°57'51.14" N Longitude:78°23' 52.36" W of the main entrance to the project.
it. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRene ails oath modifications also requires SWU-102-Remand Application Forta
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the Stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
nCAMA Major ®Sedimentation/Erosion Control:4.9 ac of Dist uI bed Area U �/
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts jl it MAR 1 I gnu
b.If any of these permits have already been acquired please provide the Project Name, Pro je ct/Permit Number,
issue date and the type of each permit: GYI
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes,see S.L. 2012-200, Part VI:http://12ortal.ncdenr.org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page I of ORIGINAL

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual,etc. who owns the project):
Applicant/Organization:Shallotte Development Group LLC
Signing Official &Title:_ William C. Ronalter, Managing Member
b.Contact information for person listed in item la above:
Street Address:155 West New York Avenue,Suite 200
City:Southern Pines State: NC Zip:28387
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 695-3694 Fax: L 910 ) 695-3603
Email:ralph oObasel inedevelopment.com
c.Please check the appropriate box. The applicant listed above is:
❑The property owner(Skip to Contact Information,item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2.a.Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the -
person who owns the property that the project is located on):
Property Owner/Organization: PNC Bank
Signing Official&Title:_ Charles Buttle, Vice President-Senior Asset Manager
b.Contact information for person listed in item 2a above:
Street Address: 1900 E. 9th Street, 22nd Fir., Mail Stop 137-YB13-22-1
City:_ Cleveland State: OH Zip: 44114
Mailing Address (if applicable): PO Box 25999
City:Shawnee Mission State: Kansas Zip:64225
Phone: L 216 ) 222-6021 Fax: ( 855 ) 843-2338 _
Email:_ charles.buttleapne.com
3.a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:EAS'r COAST ENGINEERING&SURVEYING.P.C.
Signing Official&Title:CHRIS RUSSELL, P.E./PROTECT ENGINEER
b.Contact information for person listed in item 3a above:
Mailing AddressPO BOX 2469
City:SHALLOTTE State:NC Zip:28459
Phone: (910 ) 754-8029 Fax: (910 ) 754-8049
Ema iI:CR USSELL©ECES.BIZ
4. Local jurisdiction for building permits:SHALLOTTE, NC r nn nrr_
Point of Contact:ROBERT LEWIS Phone#: (910 ) 754-4032 U--ql tr-- 9 W lS--
MAR 13 2015 O
BY:
Form SWU-101 Version Oct.31, 2013 Page 2 of

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
THE STORMWATER WILL BE ALLOWED TO SHEET FLOW FROM IMPERVIOUS SURFACES AND INTO
A STORMWATER COLLECTION SYSTEM VIA INVERTED CROWN PAVEMENT TO CATCH BASINS.
THE RUNOFF WILL THEN BE DIRECTED TO AN ONSITE STORMWATER DETENTION POND
DESIGNED FOR 90%TSS REMOVAL.
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights,identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW-1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the LUMBER River basin.
4. Total Property Area: 7.93 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4)-Total Coastal Wetlands Area (5) -Total Surface Water Area (6) =Total Project
Area*:7.93 acres
* Total project area shall be calculated to exclude the following., the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the N
Normal Hi h Water(NHW) line or Mean High Water
(MHM line, and coastal wetlands landward froru the NHW(orMHV line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 =32.2 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stornavater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Draina e Area 1 Draina e Area_ Draina e Arca- Drama e Area
Receiving Stream Name Shallotte River
Stream Class * C Sw;HQW
Stream Index Number* 15-25-2-(1)
Total Drainage Area (so 345,505
On-site Drainage Area (so 345,505
Off-site Drainage Area (so 0
Proposed Impervious Area** (so 111,211
% Impervious Area*' total 322
Impervious"Surface Area Drainage Area Drainage Area_ Drainage Area_ Drainage Area_
On-site Buildings/Lots(so 36,365
On-site Streets (so 0
On-site Parking (so 61,929 _
On-site Sidewalks (so 6,253 k[�,I.;:tL,.G—U lIFI �
Other on-site (so Entrance-1,664 li,(' h H
Future (so 5,000 117AK J 05 0 I
Off-site (so 0
Existing BUA*** (so 0 BY:
Total (so: 111,211
Stream Class and Index Number can be determined at: http://portnl.ncdenr.org rucb/uq/ps/csu/classificatious
Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct. 31,2013 Page 3 of 6

'Report only that amount of existing BUA that Will remain after development. Do not report ally existing BUA that
is to be removed and Which Will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation. N/A
Projects in Union County: Contact DE,19LR Central Office staffm check if the project is located within a Threatened&
Endangered Species ivatershed that may be subject to more stringent stornnvaler requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from 11ttp://12ortal.nc(ienr.org/web/wq/vws/su/bmp-manual
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/fornns does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://12orta1.ncdenr.org/web/wet/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portaI.ncdenr.org/web/wq/ws/su/statesw/forms does.
In
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants Ot
Form. (if required as per Part VII beloeo)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated) and O&M �
agreement(s) for each BMP.
OR-
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
httt ://www.envhelp.org/pages/onesto eexxi2ress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the Ih
mile radius the map.
7. Sealed,signed
and dated calculations (one copy).
8. Two sets of plans folded to 8.5 x 14" (sealed,signed, &dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers, the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers,and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings &distances.
j. Site Layout with all BUA identified and dimensioned. �/�y IE r
k. Existing contours, proposed contours,spot elevations, finished floor elevations. �i (c E 0
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m. Wetlands delineated,or a note on the plans that none exist. (Must be delineated by:a? MAR 13 2015
qualified person. Provide documentation of qualifications and identify the person wlio
made the determination on the plans. @ u
By:
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

n. Existing drainage (including off-site),drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify nz
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHhVC prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:3178 Page No: 335
11. For corporations and limited liability corporations (LI_C): Provide documentation from the NC e
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/­CSeai-ch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number, lot size, and the allowable built-upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://12ortal.ncdenr.org/web/ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project, if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:l.Christian Russell, P.E.
Consulting Firm: East Coast En ing eering&Surveying, P.C.
Mailing Address:PO Box 2469
City:Shallotte State:NC Zip:28459
Phone: (910 ) 754-8029 Fax: (910 ) 754-8049
EmaiCcrussellOO eces.biz
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out,complete this
section)
1, (print or hjpe name of person listed in Contact Information, iteum 2a) �r c, r/e -3 431 �-le ,certify that I
own the property identified in this permit application.and thus give permission to (print or type name of person
listed in Contact Information, item la) William C. Ronalter -with (print or type name of organization listed in
Contact Information, item la)_ shallotte Development Group,LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
EWE
MAR 13 2015
Form SWU-101 Version Oct.31,2013 Page 5 of h I
B4:

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of
civil penaltiesof up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature,—LL' 'o ,,..�,CXR- Date: h�s//S�
i
I,�Ot,r1e� YY\ • V a�t a Notary Public for the State of GV-'�i O County of
CIJUaV QQ do hereby certify that ChaC1eS �CUt-L. e personally appeared
before me this5 day of 1_ 2 015 and acknowledge the clue ecudon of the application for
a stormwater permit. Witness my hand and official seal, 6 l
J�110, NOT
SEAL
Qz� 03
n My commission expires
Sri AOF 50
9
X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact Informmtion, item ln) W itIiam C. Ronalter. Mana¢ine Member
certify that the information included on this permit application form is, to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements. .
Signature: Date:
I, a Notary Public for the State of North Carolina County of
Moore do hereby certify that_ William C. Ronalter _personally appeared
before me this_day of I and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
r MAR 13 2015
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6 bBy.

As the legal property owner I acknowledge, understand,and agree by my signature below, that if my designated
agent(entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me this_day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information,item la) William C. Ronalter. Manaeina Member
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A N�CAAC 2H .1000 and any other applicable state stormwater requirements.
Signature:kO/// - C- Date:
1, - �uJ+^' ,a Notary Public for the State of_ North Carolina County of
Moore do hereby certify that_1William C. Ronalter _personally appeared
q before me this -54day of � c l J o L! ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, / 1
u.ewp-
or
e tv I% SEAL
a�a�+a $�e,�5
aUBLIC+ 8 ; My commission expires
��4FCpu�ePd'
MAR 1
Form SWU-101 Version Oct.31,2013 Page 6 of

State Stormwater Management Systems
. / Permit No. SW8 150310
Tractor Supply Company - Shallotte
Stormwater Permit No. SW8 150310 n
Brunswick County ' 1
Designer's Certification
I, J. Christian Russell as a duly registered Engineer in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
Tractor Supply Company in Shallotte, NC
(Project)
for Shallotte Development Group, LLC (Project Owner) hereby state that, to the best
j of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
I
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
�N CAROB/
o....WS8 "
j = 35054
Signature
Registration Number 035054
Date
9/14/2015
I
ECEIVE
SEP 16 206
By:
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 150310
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 8 of 8

East Coast Engineering & Surveying, P.C.
ENGINEERS-PEA tVNERS•SURVEYORS
September 14, 2015 �\J)
Ms. Georgette D. Scott
Stormwater Supervisor E C E I E,
NCDENR Surface Water Protection Section Vq�C
127 Cardinal Drive Extension SEP 16 2015
Wilmington,North Carolina 28405-3845
BY:
Subject: Tractor Supply Company
Shallotte, North Carolina
Stormwater Permit No. SW8 150310
Fli,gh Density Stormwater Certification
Dear Ms. Scott:
On behalf of our Client, Shallotte Development Group, LLC, please find enclosed the required
Designer's Certification form and checklist for the subject project. The construction of this project
was recently completed and found to be built xx thin substantial compliance and intent of the
approved plans and specifications.
By copy of this letter, we are forwarding a copy of the enclosed Designer's Certification form and
checklist to Mr. David Bowman, P.E., 'Town of Shallotte Stormwater Engineer. We are also
forwarding a copy of this information to Mr. Ralph Ronalter for his files.
Should you have any questions or require any additional information, please contact our office at
your convenience.
Sincerely,
J. Christian Russell,P.E.
Enclosures
PC: Mr. Ralph Ronalter (Shallotte Development Group, LLC)
Mr. David Bowman,P.E. (Town SW Engineer)
File: 1445 (Tractor Supply Company)
4918 MAIN STREET•POST OFFICE BOX 2469•SHALLOTTE,NORTH CAROLINA 29459•TEL:[phone]•Fax:91&754-8049
FIRM LICENSE NUMBER: C-3014

MEMORY TRANSMISSION REPORT
TIME :03-30-2015 13:16
FAX NO.1
NAME
FILE NO. 403
DATE 03.30 13:14
TO n 97548049
DOCUMENT PAGES 9
START TIME 03.30 13:14
END TIME 03.30 13:16
PAGES SENT 9
STATUS OK
`SUCCESSFUL TX NOTICE'
S M I T T A L
Nil Li..dcL yL-V _ C2.,a
NC®ENR Fax:
F�o.65S -31-o3 / yro _ '�s'4.•ya'i9
From:
Fuvwouweu'r c N1TVRnl Rc3oainccs ..�-�,�
Pages: ( �` ) PAGES INCLUDING COVER
Re:
NCOPNR
W//m/ngfon Rag/onnl OJJIce
I27 COM/na/n�/vaF Cna/on
W//in/ngron�NC 3BAOJ-JBIJ
Iniarnnt:
h ffP://POCbi nCOini.o/l/Yu aif
M In P6onl(910) 796-721J
FAXO(910J 9J0-2004

MEMORY TRANSMISSION REPORT
TIME :03-30-2015 13:18
FAX NO.1
NAME
FILE NO. 404
DATE 03.30 13:15
TO n 919106953603
DOCUMENT PAGES 9
START TIME 03.30 13:16
END TIME 03.30 13:18
PAGES SENT 9
STATUS OK
'SUCCESSFUL TX NOTICE'
®� T R A N S M I T T A L
2.0 IJ A r Nn
MCDENRFax: Rio-!o5_f—31-o3 / 9.0 - �r`t.•go�l9
Hoorn c..r.o�iu..ocP.w.ucu. o From:
EuviwouM¢ur uio NQunu fiECa/ncea
Pages: ( �� ) PAGES 1NCLUUING COVER
Re: rS-5��'..) P EP 2e
N!'DSNR
WJJm/rt Rag/onol OJJ4cc
/17 COM1x0/Dr/v!E.i/on '
W/IsnJwH/OiI NC SH/OS-3H/J
/n rlin wt:
h p://pOiJo/nlOIA�.OwQ/gv lBt
lela/n Phom!(910J 796-711_T
FAX#(9l0)3J0.300/

East Coast Engineering & Surveying, P.C.
ENGINEERS-PLAN ERS•SURVEYORS
March 24, 2015
Ms. Christine Hall � ®
NCDI�NR—Division of Energy, Mineral and Land Resources EC E 19/' E
127 Cardinal Drive Extension
Wilmington,North Carolina 28405 MAR Z 5 205
Subject: Tractor Supply Company (SW8150310) BY.
Brunswick County,North Carolina
1-lis>h Density Stormwater Comment Response
Dear Ms. Hall:
We received your request for additional information on 3/19/15 for the subject project and offer the
following remedies:
1. 15A NCAC 021-1.10030(7):Please confirm the design details of the wet detention pond The following dierences
were noted in the application documents
a. The stage storage table indicates that the surface area at the bottom of the vegetated shelf
will be 6,363 square feet while other sections of the calculations and the supplement indicate
this area will be 8,229 square feet. please note chat this surface area may impact the volume
of the permnncnt pool and the required size of the forebay.
i. The area of the shelf bottom has been corrected to reflect 7,882 square feet of
surface area. Revised calculations and Wet Detention Supplement have been
included with this submittal. Permanent pool and forebay meet design
requirements after change.
b. The stage storage table indicates that the surface area at the temporary pool elevation will be
13,773 square feet while the other sections of the calculations and the supplement indicate
this area will be 13,987 square feet.
i. The area of the temporary pool has been corrected to reflect 13,773 square
feet of surface area. Revised calculations and Wet Detention Supplement
have been included with this submittal. Temporary storage meets design
requirements after change.
c. The average depth calculations appear to indicate that option 2 was used. If so, please
indicate Option 2 was used in tlhe wet.detention pond supplement.
i. A revised copy of the Wet Detention Supplement has been included with this
submittal.
d. The outlet structure detail on plan sheet C82 indicates that the orifice is to be constructed
from 1-1/4" schedule 40 PVC pipe with an internal diameter of 1.36"; however, the
calculations, narrative, and supplement inclicate a 2" pipe is to be used with in internal
tunneler of 2.05".
i. The outlet structure detail has been revised to reflect the correct orifice size
and a revised plan sheet C8.2 has been included with this submittal.
4918 MAIN STREET•POST OFFICE BOX 2469•SHALLOTTE,NORTH CAROLINA 28459•TEL:[phone]•Fax:[phone]
FIRM LICENSE NUMBER: C-3014

Ms. Hall Page Two Tractor Supply Company
March 24, 2015 Stormwater Comments
i
2. 15A NCAC 021-1.1002(23): riy definition, all slornrwaler di.rcbarges into the sit fpte ivaler vegelaled buffer must be
atcamplished in a diffiue mamrer. In order to disrharge into and through the buffer in a diyure manner, the ducbarge
from the pond mutt be located outride the buffer. Options far meeting the tl�jfu.ee�lwv requirement can be found under
the Technical Review Vorkgroup work producls found al the follamirrg nvebrile:http:llpor7al ncdenrorgl rvebllr/hw
a. The discharge from the stormwater pond outlet structure has heen removed from
inside the buffer and a revised plan sheet C5.0 has been included with this submittal.
3. 1511 AICAC 021-1.1003(o(l): Two.reir apdetailed plans and pet fication.r far the pr jecl mart be mbrnitted Please
submit a second copy of lbe drainage area map plan rbeel.
a. An additional copy of the drainage area map has been included with this submittal.
Should you have any questions or comments, please do not hesitate contacting our office at your convenience.
Sincerely,
J. Christian Russell, P.E.
Enclosures
PC: Mr. Ralph Ronalter (Shellottc Development Group
File: 1445 (Tractor Supply Company)
ECEIVE
MAR 3 5 HE
BY:
4918 MAIN STREEt•POST OFFICE BOX 2469•SHALLOTTE,NORTH CAROLINA 28459•TEL:[phone]•Fax:[phone]
FIRM LICENSE NUMBER: C-3014

East Coast Engineering & Surveying, P.C.
EERS-PLA,N NERS•SURVEYORS
Q
PROJECT NARRATIVE
for
Tractor Supply Company
Shallotte, North Carolina
East Coast Engineering & Surveying, P.C.
February 2015
Tractor Supply Company is a farm equipment supply store and is located at 5100 Main Street,
approximately 1.25 miles from the south intersection of US 17 bypass and US 17 business in Shallotte.
The Tax ID number for the property is 1970006201. The total project area is 793 acres, and is
currently undeveloped land. The total limits of disturbance for this project will be 5 acres. The
"stormwater project boundary" is 5 acres. This area will be graded to insure the runoff from the
driveway is directed to the stormwater treatment system.
The property gently slopes towards the generally to the northwest and rear of the property. Temporary
sill fencing and skimmer basins as well as pipe inlet and outlet protection will be employed to prevent
any sediment from leaving the site. A temporary construction entrance will be installed at the entrance
to the site to prevent sediment transport during construction. To prevent sediment from entering the
stormwater collection system during construction, block and gravel inlet protection will be used on the
proposed curb inlets and catch basins. These measures shall be inspected regularly, and the
accumulated sediment removed to prevent the conveyance of sediment to any off-site areas.
The primary permanent erosion control measures that will remain after all disturbed areas have been
stabilized and the temporary measures are removed will be permanent grassing. A seeding schedule
along with a construction sequence, project description and erosion control notes will be included on
the plans.
STORMWATER MANAGEMENT NARRATIVE
The proposed development will include a farm equipment supply building with 111,211 square feet of
associated impervious area. The associated asphalt parking will consist of 67,578 square feet of
impervious area. Sidewalks will add another 1,864 square feet of impervious area. Provisions for a
4,529 square foot expansion of the building in the future have been designed into the sizing of the
proposed stormwater pond. The driveway connection to Sellers Road will add 1,664 square feet of
built upon area.
The proposed project is located within the Lumber River Basin. The proposed project drains to the
Shallotte River which is classified QS W F1QW.
Stormwater runoff will be allowed to sheet flow to curb and gutter and then to curb inlets. The
stormdrain system will direct the runoff to an onsite detention pond. The discharge orifice is a 2" SCH
40 pipe with an internal diameter of 2.05". This will drawdown the required storage volume in 3.6
days. The pond has been sized to provide 90% TSS removal and does not utilize a vegetative filter
strip. In the event of a larger than design rain event, an emergency spillway has been provided. The
seasonal high water table was observed to be at 16.25 I'MSL and the permanent pool elevation (PPG)
was set at 16.25 FMSL,.
4918 MAIN STREET. POST OFFICE BOX 2469.SHALLOTTE,NORTH CAROLINA 28459.TEL:[phone]. Fax:[phone]
FIRM LICENSE NUMBER: C-3014

East Coast Engineering & Surveying, P.C.
ENGINEERS•PEANNERS•SURVEYORS
Tractor Supply Company
Revised Stormwarcr Calculations
March 2015
y
SEAL
35054 -
�;'NTIAN -,P
EGEN
MAR 2 5 2015
BY:-----�-
4918 MAIN STREET•POST OFFICE BOX 2469•SHALLOTTE,NORTH CAROLINA 28459•TEL:[phone]•Fax:[phone]
FIRM LICENSE NUMBER: C-3014

TRACTOR SUPPLY COMPANY East Coast Engineering Surveying, PC
Wet Detention Basin Calculations
Pond 1
Drainage Area (DA) I 3451505 sf or 7.93 ac
Impervious Area (IA)= 111,2111 sf 2.55 ac
Percent Impervious(1) IA/DA 0.322 or 32.2%
SAIDA, 90% TSS Pond Depth= 4 0.0288 or 2.88%
AVERAGE POND DEPTH = 4.1
Min. regV SA @ PP (SA/DA)x(DA) 1 9,933 Isf
DOES PROJECT DRAIN TO SA WATERS NO
MIN. REQ STORAGE VOLUMEFROM BMP MANUAL P 3-5 14,671 cf
Surface Area provided Q PP Elev= 16.25 1 10,414 sf
Enough Surface Areaprovided? YES
Surface area at top of Veg Shelf 12,757 sf
Storage volume above PP&below Veg Shelf 5,793 cf
Volume needed above Veg Shelf 8,878 cf
Surface area provided @ TP Elev= 117.44 1 13,773
Storage depth above Veg Shelf 0.69
Storage volume provided above Veg Shelf 9,134
Total Storage Volume Provided 14,926 OK
Total storage depth above PP 1.19 ft
AVERAGE DEPTH CALCULATION
AREAPaaaanentyod 10,414
AREAbo❑. mdf 7,882
AREA,,.-Pop 1,033
DEPTHbelw bot sha esetl sta 6.5
AVERAGE DEPTH 4.1
Outlet Sizing
Q-2 day drawdown time Min. re 'd storage volume x 1 in. /2 days) 0.085 cfs
Q-5 day drawdown time Min. req'd storage volume x(1 in. /5 days) 0.034 cfs
Height h (1/3 Min. Storage Depth) 0.40 ft
Co Constant 0.6
Required Area for Q-2 A= Q/(C x (2gh)...) 4.03 in2
Required Area for Q-5 A=Q/(C x(2gh)112) 1.61 inz
Orifice Choosen - 2"SCH 40 2.05 in
CHECK
Area Provided by Orifice Choosen A=a 3.29 in
Area Provided by Orifice Choosen 0,023 ft
The Average head h = 1/3(Temporary Pool depth- 1/2(orifice diameter)) 2.707201 in
The Average head 0.226 ft
Q provided Q =Ca(2gh) 0,00522�cfs OK
�CEI �!1
FEAR 2 5 2015
BY:---- -
SHEET 1 OF 5 Revision Date.312412015

TRACTOR SUPPLY COMPANY East Coast Engineering
VOLUME CALCULATIONS and Surveying
PEAK FLOW CALCULATION
Q =C*I*A
Q = 5.8 cfs
C (unitless) = �.2
I (in/fir) = �.
A ac = 7.9
RUNOFFVOLUME RUNOFFVOLUME
SIMPLE METHODI.S,.,,;,,r°II SIMPLE METI-IOD, -d-A,,,—,
V=3630*RD*RV*A V=3630*RD*RV*A
RV1=0.05+(0.9* IA) I?V1=0.05+(0.9+ IA)
IA=INPli;ltV'IOUS AR13A/DILVINdGl3,U213A IA=IMPOWIOUS AREA/DReAINAG 13 ARP.A
DRrllNAGI, eU2EA (so= ®rl N 5 DRAINAGI'sAREA (so=
IMPERVIOUS ARI,!A (SO = 111,21 I IMPI3RVIOUS AREA (exist.) (SO _
IA(%) = I IA % = 0.00%
V c = 14,670.6 V c = 5,182.6
RD (in) = DP.SIGN RAMEAI.1. RD (in) = .,6 orsiGN RAINFAi.i.
RV = 0.34 RV = 0.05
A ac = .'yio DRAINAGE AREA A ac = ' .�n�' DRAwncP.AREA
RUNOFF VOLUME RUNOFF VOLUME
SIMPLE METHOD,,,s,-&vd,,,,,,�,,, SIMPLE METHOD".........per BMP Manual
V=3630*RD *RV*A V=3630*RD *RV*A
ev=0.05+(0.9 a IA) RV=0.05+(0.9. IA)
IA= INIPIIRVIOUS AIW A/DRAINAGF AIWA 1,1= INIP81iV10US ARILSV/UItA INAGIi AIi ISA
DRtUNAGE AREA (so= 15-05 DBAINAGEARFA (so= .:4:551.
IIMPERVIOUSAREA (SO 111211 IMPI3RVIOUSAREAI„°(sf)= r10
IA(%) = 32.19% II\{PERVIOUS ARE-AI„,.. (so= MN I
IAP« N = 0.00% I Rvp. N =10.05
V(ct = 1 35,20931 IApo.,(°/a) = 32.19% 1 Rvnosa(%) =j0.34
RD (in) = j3.6 Drs1GN RAINFALL
RV = 0.34 V(c = 30,027
A ac = .°pia DRAINAGE.AReA RD (in) _ ulsslcN RAINFALL.
Rvl�s, 0.29
A aC = DRAINAGE.AREA
f
SHEET 2 OF 5 Rev: 3/24/2015

STAGE STORAGE TABLE
FOR
TRACTOR SUPPLY COMPANY
ELEVATION INCREMENTAL TOTAL
STAGE (fmsl) AREA (SF) VOLUME (CF) VOLUME (CF)
0 (bottom) 9.25 1,033 0 0
1 10.25 1,682 1,358 1,358
2 11.25 2,391 2,037 3,394
3 12.25 3,160 2,776 6,170
4 13.25 3,989 3,575 9,744
5 14.25 4,878 4,434 14,178
7 (bottom 15.75 7,882 9,570 23,748
shelf)
8 (PP) 16.25 10,414 4,574 28,322
9 (top shelf) 16.75 12,757 5,793 34,114
10 (TP) 17.44 13,773 9,134 43,248
tApR 2 5 2015
SHEET 3 OF 5 REVISED 3/24/15

TRACTOR SUPPLY COMPANY East Coast Engineering Surveying,PC
POND VS. FOREBAY
POND VOLUME TO FOREBAY COMPARISON
FOREBAY
VOLUME
PP AREA IN FB (SF) 2203
BTM POND AREA IN FB (SF) 160
DEPTH BELOW SHELF IN FB (FT) 4.50
VOLUME PROVIDED (CF) 5,317
VOLUME REQUIRED (CF) 5,664
POND
VOLUME
PP AREA(SF) § 10,414
BOTTOM VEG SHELF AREA (SF) y 7,882
BOTTOM POND AREA (SF) 1,033
DEPTH BELOW SHELF (FT) 6.50
VOLUME I 28,322 CF
FOREBAY % OF POND 19%
;, �qpR 2 5 2015
SHEET 4 OF 5 REVISED 3/24/15

TRACTOR SUPPLY COMPANY IMPERVIOUS AREA CALCULATIONS
BUILDINGS FUfURF SIDEWALKS DOTARII�.A PARKING
36,365 5,000 6,253 1,664 61,929
TOTAL 111,211 SF
TOTAL 2.6 AC
SHEET 5 OF S REVISED 3/24/15
Coll
�; 5 2p15
w2

TRACTOR SUPPLY COMPANY POND ELEVATIONS
POND ELEVATIONS
TOP OF FREE BOARD ELEVATION = 18.44
TEMPORARY POOL ELEVATION = 17.44
TOP VEG SHELF ELEVATION = 16.75
PERMANENT POOL ELEVATION= 16.25
BOTTOM VEG SHELF ELEVATION = 15.75
BOTTOM OF DEBRIS CLEANOUT ELEVATION = 8.25
(Q OF 14

M 7
Watershed Model Schematic Hydrallow Hydrographs Extension for AutoCADV Civil 3D92012 by Autodesk,Inc.V9
1 12
i
I
Legend
" Orioin Description
1 Mod.Rational PRE DEVELOPMENT
2 Mod.Rational P03T DEVELOPMENT
3 Reservoir ROUTING OF STORM
Project GAActiveProjects\1445 Tractor Supply Company-Baseline Develo nOHOMDROFLOW ROU ING

8
Hydrograph Summary RepoMyrimflow Hydrograptls Extension for AutoCAD®Civil 3DO 2012 by Autodesk.Inc.v9
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 Mod.Rational 1.970 1 46 5,437 — — -- PRE DEVELOPMENT
2 Mod.Rational 9.666 1 14 8,119 — --- — POST DEVELOPMENT
3 Reservoir 1.686 1 26 8,077 2 16.84 6,971 ROUTING OF STORM
I
I
I
I
I
i
i
I
GAActiveProjectM1445 Tractor Supply Co p®eytft§WmedC2 i3�6MB=MROFLOW ROUTING PPE M

9
Hydrograph Summary Report,
ydraflow Hydrogmphs Extension for AutoCAD®Civil 3D®2012 by Autodesk,Inc.v9
Hyd. IHydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrogmph
No. type flow Interval Peak volume hyd(s) elevation strge used Description
(origin) (cts) (min) (min) (tuft) (it) (cuflt)
1 Mod.Rational 2,909 1 46 8,029 --- --- — PRE DEVELOPMENT
2 Mod.Rational 15.71 1 14 13,198 -- -- ----- POST DEVELOPMENT
3 Reservoir 3.436 1 25 13,156 2 17.13 10,813 ROUTING OF STORM
I
I
GAActiveProject61445 Tractor Supply Corr p Baft ROFLOW ROUTING P E A:

10
Hydrograph Summary Repo Mydrallow Hydrographs Extension for AutoCADO Civil 31301)2012 by Autodesk,Inc.v9
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow interval Peak volume hyd(s) elevation strge used Description
(origin) (cfs) (min) (min) (cuff) (ft) (cuts)
1 Mod.Rational 0.000 1 nla 0 -- --- PRE DEVELOPMENT
2 Mod.Rational 0.00D 1 nla 0 — --- --- POST DEVELOPMENT
3 Reservoir 0.000 1 Na 0 2 16.25 0.000 ROUTING OF STORM
i
i
i
GAActiveProjects\1445 Tractor Supply Cor1)pfji:0e§WiilWD2&(fepment\Cal lu y6MBC20WROFLOW ROUTING P E A:

17
Hydraflow Rainfall Report
Hydrafim Hydrographs Extension for AutoCAD®Civil 3DO 2012 by Autodesk.Inc.v9 Sunday,00 8,2015
Return Intensity-Duration-Frequiency Equation Coefficients(FHA)
Period
(Yrs) B D E (NIA)
1 7.1833 0.1000 0.3476 -
2 9.9408 0.2000 0.4170
3 0.0000 0.0000 0.0000 ---.
5 47.2116 11.2000 0.7412 ---
10 132.4564 20.9000 0.9037 .---
25 82.1641 16.1000 0.7641 --_
50 50.9940 10.8000 0,6289 ---
100 54.2897 10.4000 0.6190
File name:BRUNSWICK COUNTY IDF.IDF
Intensity=B i(TO+D)AE
Realm Intensity Values(indn)
Period
(Yrs) 6 min 10 1s 20 28 30 36 40 46 80 56 6o
1 4.08 3.22 2.80 2.53 2.34 2.20 2.09 1.99 1.91 1.84 1.78 1.73
2 5.00 3.77 3.20 2.84 2.59 2.40 225 2.13 2.03 1.94 1.87 1.80
3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 5.99 4.91 4.20 3.69 3.30 3.00 2.76 2.55 2.38 2.24 2.11 2.00
10 7.00 5.97 5.21 4.63 4.17 3.80 3.49 3.23 3.01 2.82 2.65 2.50
25 7.99 6.80 5.94 5.30 4.80 4.40 4.07 3.79 3.55 3.34 3.16 3.00
50 8.99 7.56 6.60 6.91 5.37 4.95 4.60 4.31 4.07 3.85 3.66 3.50
100 9.99 8.40 7.33 6.56 5.97 5.50 5.12 4.80 4.52 4.29 4.08 3.90
Tc=fime in minutes.Values may exceed 60.
Prec' .file name:Sam le. c
Rainfall Precipitation Table(in)
Storm
Distribution 1-yr 2-yr 3•yr 5-yr 10-yr 25-yr 60-yr 100-yr
SCS 24Jrour 0.00 2.20 0.00 3.30 4.25 5.77 6.80 7.95
SOS 6-Hr 0.00 1.80 0.00 0.00 2.60 0.00 0.00 4.00
Huff-1st 0.00 1.55 0.00 2.75 4.00 5.38 6.50 8.00
Huff.2nd 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
Huff-3rd 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00
Huff-4th 0.00 0.00 0.00 0.00 OM 0.00 0.00 0.00
Huff-Indy 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00
Custom 0.00 1.75 0.00 2.80 3.90 5.25 6.00 1 7.10

G:1A" uF'Wbfevfe 'O(mtmt,%ulabonslSW-ECIHYDROFLOW ROUTING PPE AS BOTTOM CONTOUR.gpw
Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2012 by Autodesk,Inc,v8 Sunday,00 8,2016
Watershed Model Schematic.................................................................................. 7
2 - Year
SummaryReport..................................................................................................................... 8
10 - Year
SummaryReport..................................................................................................................... 9
25 - Year
SummaryReport................................................................................................................... 10
OFReport.............................................................................................................. 11

TRACTOR SUPPLY COMPANY East Coast Engineering and Surveying,PC
PEN(FLON C LC TMS
O FROM DA7 Damage Area= 8,332 SF OFROM DA2 Drainage Area= 3,512 SF
Drainage Area= 079 Acres Drainage Area= 008 Acres
D Stow= PIP-YR storm Design Storm= 10 -YR storm
Surface Acres C-Valuer" Surface Acres C-Velueot
GRASSY 0.00 0.2 GRASSY M0.64
0.2
IMPERVIOUS 0.19 0.95 IMPERVIOUS0,95
Teat A' 0.191276 Total A'
Weighted'C' D.fl50 Weightetl'C' 0.
lolensay't"" TI Intensity'%."�
Q•C rA 1.29 eta Q•C iA 3
O FROM DA3 Drainage Area= 11 A98 SF 0 FROM DA4 Draina Area= 18 780 SF
Dal eArm= 0.26 Acres DrainageArm= 0.43 Acres
Design Storm• 10 -YR storm Design Storm• 70 -YR storm
Surface Acres C-Valueet Surface Acres C-VeNefe
GRASSY 0.00 02 GRASSY 0.00 02
IMPERVIOUS 0.25 095 IMPERVIOUS 0.43 0.95
Total A' 0.263957759 Tcal'A' 0.43067034
Weighted'C' 0.950 Weighted'C' 0,950
Irsenslty't"3' T1 Inteneity'r'"' 7.1
Q=CfA 1.79 cis O,=CrA 290 cN
O FROM OAS Drainage Area= 24,313 SF 0 FROM OAS Dmi Area- 3 654 SF
Drains ea Ar = 056 Acres Drainage Area- res 0.08 Ac
1l rm Des Stow= 10 -YR storm Deal n Stem= 1 10 -YR storm
Surface Acres C-Value n' Surface Acres C-Value
GRASSY toi-
• GRASSY 0.f%1 0.2
IMPERVIOUS IMPERVIOUS 0.08 0.95
Toat'A' Tofal'A' O.C838643
Weighted'C' Weighted'C' 0950
Intensity', Intensity 7.1
q=CrA Is
O 0.67 ca
FROM DAY Drainage Area= 5,439 SF 0 FROM DAS Drainage Area= 5 498
Drainage Area= 0.12 Acres Drainage Area= 0.13 ACles
Des Starts= 10 -YR storm Design Storm= 10 1-YR Now
Surface Acres C-Varue P1 Surface Acres C-Value
GRASSY 0.00 0.2 GRASSY 0.00 02
IMPERVIOUS 0.12 O95 IMPERVIOUS 0.13 0.95
Total'A' 0.124862259 Total'A' 0,12621671
Weighted'C' 0.950 Werghtetl'C' 0.950
Imenslly'r'o' 7.1 Intensity' 7.1
q=CrA 0.84 cla D 0.26 are
D FROM DAs Drainage
Arm= F 2,333 O FROM DA10 Drainagerea A - 20.880
Drainage Arm= 005 Aram Drainage Arm= 0.45 Aclm
Design Storm= 10 -YR storm Dml n stow= 10 -YR storm
Surface Acres C-Vatuent Surface Acres 6Veluerlt
GRASSY 0.00 0.2 GRASSY 0.00 02
IMPERVIOUS 0.05 0.95 IMPERVIOUS 0.48 0,95
Tutel'A' 005355831 Total A' 0.47933884
Welgaed v 0.950 Weighted C. 0.950
Intemity'i"" 7.1 Intensity,i"31 ..1
Q=CeA 096 cis Q=CtA 3.23 cis
D FROM DA71 DrDrainrge Arm= 38,841 0 FROM DA12 Drainage Area= 40 W I
Drainage Arm= 0 85 Ac m Drainage Area= 0.93 Acres
Storm= 10 -YR storm Design Stow 1 10 -YR slow
Surface Acres C-Vatual't Surface Acres C-Va.'ue'r
GRASSY 0.45 C2 GRASSY 0.52 02
IMPERVIOUS 0.40 Cs IMPERVIOUS 0.41 0.0
Total A' 0M75M rotor A' 0.93387792
Weighted'C' 0481 Weghted'C' 0.4&i
Irsensity'Prh 7. (Intensity,r'n' 711 '
q=CrA 2.90 CIS Oi=CiA 3.07 Is
I✓ OF l� ReWc'ni Dale:3/a13015

TRACTOR SUPPLY COMPANY East Coast Engineering Surveying, PC
CULVERT CALCULATIONS
FLOW PIPE INVERT INVERT
PIPE Total O CONTRIBUTION SIZE IN OUT LENGTH SLOPE Q MAX CHECK
SD1 1.29 DA1 0.5% 4.96 OK
SD2 0.54 DA2 0.5% 4.95 OK
SD3 3.61 DA3+SD1+SD2 0.5% 4.96 OK
SD4 6.52 DA4+SD3 0.5% 8.04 OK
SD5 10.28 DA5+SD4 0.5% 17.32 OK
SD6 0.57 DA6 15 0.5% 4.95 OK
SD7 0.84 DA7 0.5% 4.95 OK
SD8 2.26 DA8+SD6+SD7 0.5% 4.95 OK
SD9 2.62 DA9+SD8 0.5% 4.95 OK
SD10 5.85 DA10+SD9 0.5% 8.04 OK
SD11 16.14 SD10+SD5 0.5% 17.32 OK
SD12 16.14 SD11 24 0.5% 17.32 OK
OF�' Revision Date:3/&2015

r
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
March 19, 2015
Mr. William Ronalter, Member
Shallotte Development Group, LLC
155 West New York Ave., Suite 200
Southern Pines, NC 28387
Subject: Request for Additional Information
Stormwater Project No. SW8 150310
Tractor Supply Company
Brunswick County
Dear Mr. Ronalter:
The Wilmington Regional Office received an Express Stormwater Management Permit Application for
the Tractor Supply Company in Shallotte, NC on March 13, 2015. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. 15A NCAC 02H.1003(g)(7): Please confirm the design details of the wet detention pond. The
following differences were noted in the application documents:
tea. The stage storage table indicates that the surface area at the bottom of the vegetated
shelf will be 6,363 square feet while other sections of the calculations and the
supplement indicate this area will be 8,229 square feet. Please note that this surface
area may impact the volume of the permanent pool and the required size of the forebay.
✓b. The stage storage table indicates that the surface area at the temporary pool elevation
will be 13,773 square feet while the other sections of the calculations and the
supplement indicate this area will be 13,987 square feet.
mac. The average depth calculations appear to indicate that option 2 was used. If so, please
indicate Option 2 was used in the wet detention pond supplement.
✓d. The outlet structure detail on plan sheet C8.2 indicates that the orifice is to be
constructed from 1-1/4" schedule 40 PVC pipe with an internal diameter of 1.36";
however, the calculations, narrative, and supplement indicate a 2" pipe is to be used with
an internal diameter of 2.05".
2. 15A NCAC 02H.1002(23): By definition, all stormwater discharges into the surface water
�y vegetated buffer must be accomplished in a diffuse manner. In order to discharge into and
�s through the buffer in a diffuse manner, the discharge from the pond must be located outside the
buffer. Options for meeting the diffuse flow requirement can be found under the Technical
Review Workgroup work products found at the following website:
http://portal.ncdenr.org/web/Ir/trw
,Z3. 15A NCAC 02H.1003(g)(1): Two sets of detailed plans and specifications for the project must
be submitted. Please submit a second copy of the drainage area map plan sheet.
4. Due to the relatively minor nature of these comments, the express additional information review
fee has been waived.
5. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all
numbers are correct to ensure consistency in the application documents.
Division of Energy,Mineral, and Land Resources
Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington, North Carolina 28405•[phone]/Fax: [phone]

March 19, 2015
Stormwater Application No. SW8 150310
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to March 27, 2015, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely, /(
C I�G-1
Christine (Nelson) Hall
Environmental Engineer
GDS/canh: \\\StormWater\Permits & Projects\2015\150310 HD\2015 03 addinfo 150310
cc: Chris Russell, East Coast Engineering & Surveying
Wilmington Regional Office
Page 2 of 2

Hall, Christine
From: Hall, Christine
Sent: Thursday, March 19, 2015 3:17 PM
To: Russell, Chris; Lewis', 'Alan; '[e-mail]'
tc: Weaver, Cameron
Subject: Tractor Supply in Shallotte - request for additional info
Attachments: 2015 03 addinfo 150310.pdf
Gentlemen,
Attached is a pdf of the request for additional information on the SW application for the Tractor Supply in Shallotte, SW8
150310. There are just a few minor items that need to be addressed. Please let me know if you have any questions or
concerns.
Christine
Please note the new e-mail address and direct phone number
Christine(Nelson) Hall
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext.,Wilmington, NC 28405
Direct:910-796-7335/Main:910-796-7215/ Fax:[phone]
christine.hall Crancdenr.gov
http://portal.ncdenr.org/web/Ir/stormwater
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.
1

J
East Coast ne En i �e iin & Surveying, P.C.
9 �� 9
ENGINEERS•Pt'ANNERS•SURVEYORS
March 12, 2015
Ms. Christine Hall
NCD15NR— Division of Energy, Mineral and Land Resources �w��p�hn� .
127 Cardinal Drive Extension
i
Wilmington, North Carolina 28405 MAR 13 2015
LJ'
Subject: Tractor Supply Company
Brunswick County, North Carolina
High Density Stormwatcr Permit—Express Submittal
Dear Ms. Hall:
On behalf of our client, enclosed is a submittal package for Tractor Supply Company located in
Shallotte, North Carolina. Out client is requesting that this application he processed with the
Express Permitting Process. The project is a high density project, and runoff will sheet flow from
impervious surfaces to catch basins via inverted pavemcnt and then to an on-site stormwatcr pond.
The following presents the various components of the enclosed submittal package:
One original and one copy of the Slonrrun/erhtcrnagenrent PenvilApplicalion;
• Deed restrictions are not required for this project;
• One original of the lVel Delenlion Basin.Supplensenl;
• One original of the lVel Delenlion Basin Operalion and AlainlenanceAgreemenl;
• A Project Narrative;
• USGS map with the site identified;
• Stormwater Calculations (Sheets 1 — '14) and SW-DA-MAP—Drainage Area Map;
• Two sets of Design Plans;
• A copy of ECS Seasonal High Water Table Estimation; and
• A copy of the deed for the project;
• A copy of the Articles of Merger for RBC Bank &PNC Bank;
• A copy of the PNC Bank Certificate to Sign for Charles Buttle;
• A copy of the PSA and Agreement;
• A copy of the Executed Second Amendment; and
• A copy of the USCOE General Permit/Nationwide Permit for the subject project.
4918 MAIN STREET•POST OFFICE BOX 2469•SHALLOTTE,NORTH CAROLINA 28459•TEL:[phone]•Fax:[phone]
FIRM LICENSE NUMBER: C-3014

Ms. Christine Hall 2
Tractor Supply Company
March 12, 2015
Should you have any questions or comments, please do not hesitate contacting our office at your
convenience.
Sincerely,
I
J. Christian Russell, P.E.
Enclosures
PC: Mr. Ralph J. Ronalter (Shallotte Development Group, LLC)
Ms. Rhonda Hall (NCDENR-Land Quality)
File: 1445 (Tractor Supply Company)
4918 MAIN STREET•POST OFFICE BOX 2469•SHALLOTTE,NORTH CAROLINA 28459•TEL:[phone]•Fax:[phone]
FIRM LICENSE NUMBER: C-3014

i
REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING ANALYSIS
TRACTOR SUPPLY COMPANY
SHALLOTTE, BRUNSWICK COUNTY, NORTH CAROLINA
TM
PREPARED FOR:
MS. LINDA SUYDAM
SHALLOTTE DEVELPOMENT GROUP, LLC
155 WEST NEW YORK AVENUE
SUITE 200
SOUTHERN PINES, NORTH CAROLINA 28387
ECS CAROLINAS, LLP fit-
PROJECT NO.: 22.22045
DECEMBER 23, 2014 MAR 13 2015
BY:-_

�t
ECS CAROLINAS, LLP "Setting the Standard for Service"
�,. Geotechnical • Construction Materials • Environmental • Facilities "`R"'s""°E"9'"""NF'""F-'o'B
December 23, 2014
Ms. Linda Suydam
Shallotte Development Group, LLC
155 West New York Avenue
Suite 200
Southern Pines, North Carolina 28387
Re: Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
Dear Ms. Suydam:
As authorized by your acceptance of our proposal number 22.19019R2 dated December 15,
2014, ECS Carolinas, LLP (ECS) has completed a subsurface exploration for the subject
project. This report presents the results of the field exploration and engineering analysis, along
with our recommendations for design of geotechnical related items.
We appreciate the opportunity to be of service to you during the design phase of this project
and look forward to our continued involvement during the construction phase. If you have any
questions concerning the information and recommendations presented in this report, please
contact us at [phone] for further assistance.
Respectfully submitted,
ECS CAROLINAS, LLP
Micah F. Hatch, P.E. Winslow E. Goins, P.E
Project Engineer Principal Engineer
North Carolina License No. 041382 North Carolina License No. 033571
6714 Netherlands Drive, Wilmington, NC 28405 • T:910-686-9114 • F: 910-686-9666 • www.ecslimited.com
ECS Carolinas,LLP • ECS Florida,LLC • ECS Midwest,LLC • ECS Mid-Atlantic,LLC • ECS Southeast,LLC • ECS Texas,LLP

REPORT OF SUBSURFACE EXPLORATION AND
GEOTECHNICAL ENGINEERING ANALYSIS
TRACTOR SUPPLY COMPANY
SHALLOTTE, BRUNSWICK COUNTY, NORTH CAROLINA
PREPARED FOR:
MS. LINDA SUYDAM
SHALLOTTE DEVELOPMENT GROUP, LLC
155 WEST NEW YORK AVENUE
SUITE 200
SOUTHERN PINES, NORTH CAROLINA 28387
PREPARED BY:
0
ECS CAROLINAS, LLP
6714 NETHERLANDS DRIVE
WILMINGTON, NORTH CAROLINA 28405
ECS CAROLINAS, LLP
PROJECT NO.: 22.22045
FIRM NO. F-1078
WINSLOW E. GOINS. P.E.
°•tt`12/23/14
NC LICENSE NO. 033751
DECEMBER 23, 2014

Y
TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY........................................................................................................1
2.0 PROJECT OVERVIEW...........................................................................................................2
2.1 Project Information.............................................................................................................2
2.2 Scope of Work...................................................................................................................2
2.3 Purpose of Exploration ......................................................................................................2
3.0 EXPLORATION PROCEDURES............................................................................................3
3.1 Subsurface Exploration Procedures..................................................................................3
3.1.1 Cone Penetration Testing ..........................................................................................3
3.1.2 Hand Auger Borings with Kessler Dynamic Cone Penetrometer Tests .....................3
3.1.3 Hand Auger Borings and Infiltration Test...................................................................4
4.0 EXPLORATION RESULTS ....................................................................................................5
4.1 Site Conditions...................................................................................................................5
4.2 Regional Geology..............................................................................................................5
4.3 Soil Conditions...................................................................................................................5
4.4 Groundwater Conditions....................................................................................................6
4.5 Seasonal High Water Table Estimate and Infiltration Test Results...................................6
5.0 ANALYSIS AND RECOMMENDATIONS...............................................................................7
5.1 Subgrade Preparation........................................................................................................7
5.2 Engineered Fill Placement.................................................................................................8
5.3 Foundation Recommendations..........................................................................................9
5.4 Floor Slab Design............................................................................................................ 10
5.5 Seismic Site Class Determination and Liquefaction Potential .........................................10
5.6 Pavement Design Considerations ...................................................................................11
5.7 Site Drainage...................................................................................................................11
5.8 Construction Considerations............................................................................................12
6.0 CLOSING..............................................................................................................................13
APPENDICES
APPENDIX A-FIGURES
APPENDIX B-CPT SOUNDING LOGS AND SHEAR WAVE VELOCITY PROFILE
APPENDIX C-HAND AUGER BORING LOGS AND KESSLER DCP RESULTS
APPENDIX D-HAND AUGER BORING AND INFILTRATION TEST RESULTS
APPENDIX E-GENERAL CONDITIONS

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
1.0 EXECUTIVE SUMMARY
This report contains the results of our subsurface exploration and geotechnical engineering
analysis for the proposed site located at 5100 Main Street in Shallotte, Brunswick County, North
Carolina. At the time of our exploration, the site consisted of three tracts totaling approximately
7.32 acres and currently consists of vegetated areas at the front portion of the site and wooded
areas in the rear portion of the site. The site is relatively level at the front portion and then
slopes gradually downward toward the rear of the site.
ECS understands that a new commercial building with associated parking, driveways, and
stormwater management areas will be constructed at the site. Additional project information
including structural loads and site grades was not available at the time this report was prepared.
Minimal to approximately 6 inches of organic laden soil and rootmat were reported at the
sounding locations. Beneath the surficial materials and extending to depths of approximately 10
feet below existing grade, the CPT soundings typically encountered intermittent layers soft to
stiff sandy silts, silty clays, and clays (ML, CL-ML, CL, CH) and loose to dense silty, slightly silty
and clean sands (SM, SP-SM, SP). From depths of 10 feet and extending to depths of
approximately 20 feet, soundings S-1 through S-4 typically encountered intermittent layers of
loose to very dense silty, slightly silty and clean sands (SM, SP-SM, SP) and very soft to
medium stiff sandy silts, silty clays, and clays (ML, CL-ML, CL, CH). From a depth of 20 feet
and extending to a refusal depth of about 23 feet, sounding S-3 typically encountered
intermittent layers of medium dense to very dense silty and slightly silty sands (SM, SP-SM) and
medium stiff silty clays and clays (CL-ML, CL).
In summary, the proposed structure can be supported on shallow foundations. For foundations
designed and constructed in accordance with the recommendations provided in this report, a
maximum net allowable soil bearing pressure of 1,500 pounds per square foot (psf) is
recommended for use in proportioning shallow foundations. Once structural loads and site
grades are determined, ECS requests the opportunity to review and revise our
recommendations, if necessary.
Due to the presence of near surface clays at the site, undercutting of soft areas may be
necessary in the footing, slab and parking lot areas. The depth and extent of undercutting and
replacement will depend on the site conditions at the time of construction. Based on the
conditions encountered during this exploration and the proposed construction, it is anticipated
that undercut depths will be limited to the upper 5 feet below existing grades.
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 and should be considered a "summary" only. The subsequent
sections of this report constitute our findings, conclusions, and recommendations in their
entirety.
t

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
2.0 PROJECT OVERVIEW
2.1 Project Information
ECS' understanding of the proposed construction is based upon information provided by
Shallotte Development Group, LLC and East Coast Engineering & Surveying, P.C. The
proposed site is located at 5100 Main Street in Shallotte, Brunswick County, North Carolina. At
the time of our exploration, the site consisted of three tracts totaling approximately 7.32 acres
and currently consists of vegetated areas at the front portion of the site and wooded areas in the
rear portion of the site. The site is relatively level at the front portion and then slopes gradually
downward toward the rear of the site.
ECS understands that a new commercial building with associated parking, driveways, and
stormwater management areas will be constructed at the site. Additional project information
including structural loads and site grades was not available at the time this report was prepared.
2.2 Scope of Work
The conclusions and recommendations contained in this report are based on the results of:
• Five electronic cone penetration test (CPT) soundings,
• One electronic cone penetration test (CPT) sounding with shear wave velocity
measurements,
• Eight hand auger borings with Kessler dynamic cone penetrometer (DCP) tests, and
• Three hand auger borings and infiltration tests, and
• Engineering analyses of the field findings with respect to the provided project information.
2.3 Purposes of Exploration
The purpose of this exploration program was to determine the soil and groundwater conditions
at the site and to develop engineering recommendations to assist in the design and construction
of the proposed project. We accomplished these objectives by:
• Performing a site reconnaissance to observe the existing site conditions,
• Performing soundings and borings to explore the subsurface soil and groundwater
conditions,
• Performing hand auger borings to estimate seasonal high water table and infiltration
tests, and
• Analyzing the field and laboratory data to develop appropriate geotechnical
engineering design and construction recommendations.
2

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
3.0 EXPLORATION PROCEDURES
3.1 Subsurface Exploration Procedures
3.1.1 Cone Penetration Test
Six electronic cone penetration test soundings (S-1 through S-6) were performed during our
field exploration. The cone penetration test soundings were performed in general conformance
with ASTM D 5778. The soundings were performed with a track mounted rig. The approximate
locations of the CPT soundings are indicated on the Exploration Location Diagram in Appendix
A of this report.
The cone used in the soundings has a tip area of 10 cm2 and a sleeve area of 150 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-3, 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 soundings and seismic testing are presented in Appendix B.
3.1.2 Hand Auger Borings with Kessler Dynamic Cone Penetrometer Tests
Eight hand auger borings (K-1 through K-8) were performed on the site. The purpose of the
hand auger borings was to classify near surface soils. We observed the subsurface soil and
ground water conditions by advancing the hand auger borings to depths of approximately 48
inches below the existing ground surface at the approximate locations indicated on the
Exploration Location Diagram in Appendix A of this report. At each of the hand auger boring
locations, Kessler DCP tests were performed. The Kessler DCP is used to estimate the
strength characteristics of soils.
The Kessler DCP was driven continuously through approximately the upper 2 feet below the
existing ground surface. The Kessler DCP is driven into the soil by dropping a Dual-Mass 17.6
lb Hammer from a height of 22.6 in. The depth of cone penetration is measured at selected
penetration or hammer drop intervals and the soil shear strength is reported in terms of Kessler
DCP index. The Kessler DCP index is based on the average penetration depth resulting from
one blow of the 17.6 lb hammer. The Kessler DCP index can be correlated to CBR and
modulus of rigidity. The individual results of the Kessler DCP tests and hand auger borings are
presented in Appendix C.
3

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.:22.22045
3.1.3 Hand Auger Borings and Infiltration Tests
On December 21, 2014, three hand auger borings were performed on the site. The purpose of
the hand auger borings was to stratify the subsurface soils and estimate the seasonal high
water table of the subsurface soils. We evaluated the subsurface soil and ground water
conditions by advancing the hand auger borings to depths of approximately 36 to 48 inches
below the existing ground surface at the approximate locations indicated on the Exploration
Location Diagram in Appendix A of this report. We visually classified the subsurface soils on
site. At the boring locations, infiltration tests were performed using a constant head
permeameter. The results are provided in Section 4.5 and in Appendix D of this report.
4

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.:22.22045
4.0 EXPLORATION RESULTS
4.1 Site Conditions
The proposed site is located at 5100 Main Street in Shallotte, Brunswick County, North
Carolina. At the time of our exploration, the site consisted of three tracts totaling approximately
7.32 acres and currently consists of vegetated areas at the front portion of the site and wooded
areas in the rear portion of the site. The site is relatively level at the front portion and then
slopes gradually downward toward the rear of the site.
4.2 Regional Geology
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 Soil Conditions
CPT Soundings: Minimal to approximately 6 inches of organic laden soil and rootmat were
reported at the sounding locations. Beneath the surficial materials and extending to depths of
approximately 10 feet below existing grade, the CPT soundings typically encountered
intermittent layers soft to stiff sandy silts, silty clays, and clays (ML, CL-ML, CL, CH) and loose
to dense silty, slightly silty and clean sands (SM, SP-SM, SP). The equivalent corrected
standard penetration test resistances (N*-values) in these soils generally ranged from 3 to 46
blows per foot (bpf).
From depths of 10 feet and extending to depths of approximately 20 feet, soundings S-1
through S-4 typically encountered intermittent layers of loose to very dense silty, slightly silty
and clean sands (SM, SP-SM, SP) and very soft to medium stiff sandy silts, silty clays, and
clays (ML, CL-ML, CL, CH). The N*-values in these soils generally ranged from 2 to in excess
of 100 bpf.
From a depth of 20 feet and extending to a refusal depth of about 23 feet, sounding S-3 typically
encountered intermittent layers of medium dense to very dense silty and slightly silty sands
(SM, SP-SM) and medium stiff silty clays and clays (CL-ML, CL). The N*-values in these soils
generally ranged from 6 to 90 bpf.
The descriptions provided in this section are a general summary of the subsurface conditions
encountered within the CPT soundings. The CPT Sounding Logs in Appendix B contain
detailed information recorded at each of the sounding locations.
5

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
Hand Auger Borings: Minimal to 2 inches of organic laden soil and rootmat was reported by
field personnel at the hand auger boring locations. Beneath the surficial materials to a depth of
approximately 4 feet below existing grade, the borings typically encountered intermittent layers
of silty, clayey and clean sands (SM, SC, SP) and sandy clays and clays (CL).
The descriptions provided in this section are a general summary of the subsurface conditions
encountered within the hand auger borings. The Hand Auger Boring Logs in Appendix C
contain detailed information recorded at each of the boring locations.
4.4 Groundwater Conditions
Porewater pressure measurements were made at the sounding locations during exploration.
The groundwater depths ranged from about 6.5 to 7.5 feet below existing grades.
Groundwater was not encountered in the hand auger borings to the depths explored. Poor soil
infiltration rates of near surface fine-grained soils may result in "perched"water conditions.
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. If long term water levels are crucial to the development of this site,
it would be prudent to verify water levels with the use of perforated pipes or piezometers.
4.5 Seasonal Hioh Water Table and Infiltration Test Results
The results from seasonal high water table (SHWT) estimates and infiltration tests performed in
the hand auger borings are summarized in the following table:
Infiltration Infiltration
SHWT Test Depth Rate
Location in in in/hr
1-1 20 24 0.00001
1-2 21 24 0.00001
1-3 32 30 0.00001
For more detailed information, please see the infiltration testing form included in Appendix D of
this report.
6

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.:22.22045
5.0 ANALYSIS AND RECOMMENDATIONS
The recommendations provided in this report are based upon our understanding of the
proposed construction, the information provided to us during this study and our past experience
with similar conditions. Should any of the information provided to us be changed prior to final
design, ECS should be notified to review these recommendations and make appropriate
revisions, if necessary.
5.1 Subarade Preparation
The first step in preparing the site for the proposed construction should be to remove
vegetation, rootmat, topsoil, deleterious materials and other soft or unsuitable materials from the
existing ground surface. These operations should extend at least 10 feet, where possible,
beyond the planned limits of the proposed building and pavements.
After proper clearing, stripping, grubbing, and prior to fill placement, foundation, slab, or
pavement construction, the exposed subgrade soils should be carefully evaluated by an
experienced geotechnical engineer to identify localized unstable or otherwise unsuitable
materials. After evaluating the exposed soils, loose and yielding areas should be identified by
proofrolling the exposed subgrades, if site and subsurface conditions allow, with an approved
piece of equipment, such as a loaded dump truck, having a single-axle weight of at least 10
tons. 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.
Due to the presence of near surface clays at the site, undercutting of soft areas may be
necessary in the footing, slab and parking lot areas. The depth and extent of undercutting and
replacement will depend on the site conditions at the time of construction. Based on the
conditions encountered during this exploration and the proposed construction, it is anticipated
that undercut depths will be limited to the upper 5 feet below existing grades.
Site subgrade conditions will be significantly influenced by weather conditions and
grading equipment. Subgrades that are evaluated after periods of rainfall will not respond as
well to proofrolling as subgrades that are evaluated after periods of more favorable weather. We
strongly recommend that rubber tire equipment not be used if subgrade conditions exhibit
elevated moisture conditions. The contractor should use tracked equipment to minimize the
degradation of marginally stable subgrades.
The preparation of fill subgrades, as well as proposed building subgrades, should be observed
on a full-time basis by a representative of ECS. These observations should be performed by a
geotechnical engineer, or his representative, to ensure that the unsuitable materials have been
removed and that the prepared subgrade is suitable for support of the proposed construction
and/or fills.
7

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
5.2 Engineered Fill Placement
Following the removal of deleterious surface and subsurface materials, and after achieving a
stable subgrade, engineered fills 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, and have a Liquid Limit (LL) and Plasticity
Index (PI) less than 35 and 9, respectively. We also recommend that fills within structural areas
have a standard Proctor (ASTM D 698) maximum dry density of at least 100 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.
Existing soils containing significant amounts of organic matter will not be suitable for re-use as
engineered fill. As such, the organic content of the near surface soils should be evaluated to
determine if some of these soils will be suitable for re-use as engineered fill. Natural fine-
grained soils classified as clays or silts (CL, MIL) with LL and PI greater than 35 and 9,
respectively, should be evaluated by the geotechnical engineer at the time of construction to
determine their suitability for use as engineered fill.
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 to 5 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 optimum moisture content. The fills should then be compacted to a minimum of 98 percent of
the soil's standard Proctor (ASTM D 698) maximum dry density. The typical working range of
optimum moisture for the natural Coastal Plain soils at the site 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 potential for ponding and absorption of surface water.
Grade controls should also be maintained throughout the filling operations. Filling operations
should be observed on a full-time basis by a qualified representative of ECS 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. Within
trench or other localized excavations at least one test shall be performed for each 200 linear
feet of each lift of fill. The elevation and location of the tests should be clearly identified at the
time of fill placement. 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.
8

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.:22.22045
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 Recommendations
Provided that the subgrade preparation and earthwork operations are completed in strict
accordance with the recommendations of this report, the proposed structure can be supported
on conventional shallow foundations bearing on approved natural materials and/or properly
compacted fill. We recommend a maximum net allowable design soil bearing pressure of 1,500
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. Furthermore, footings should
bear at a depth to provide adequate frost cover protection. For this region, we recommend the
bearing elevation be a minimum depth of 12 inches below the finished exterior grade or in
accordance with the local building code requirements. Once structural loads and site grades
are determined, ECS requests the opportunity to review and revise our recommendations, if
necessary.
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 penetrometer (ASTM STP 399) testing, or other methods deemed
appropriate by the geotechnical engineer at the time of construction, in each column footing
excavation and at intervals not greater than 25 feet in continuous footing excavations.
Undercutting of the footings should be anticipated due to the presence of soft soils in the upper
5 feet.
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 that the recommendations
outlined in this report are strictly adhered to, we expect that total settlements for the proposed
construction are expected to be in the range of 1 inch or less, while the differential settlement
will be approximately 1/2 of the anticipated total settlement. This evaluation is based on our
engineering experience and assumed structural loadings for this type of structure, and is
intended to aid the structural engineer with his design.
9

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
5.4 Floor Slab Desian
Provided a suitable subgrade will be prepared as recommended herein, ground level slabs can
be designed as slabs-on-grade. Our findings indicate that a modulus of subgrade reaction (ks)
of 100 pci is appropriate for design provided that the slab subgrade soils have been uniformly
compacted to at least 98 percent of their standard Proctor maximum dry density.
We recommend that the slabs-on-grade be isolated from the foundations so that potential
differential settlement of the structure will not induce shear stresses in the floor slab. Also, to
minimize the crack width of any shrinkage cracks that may develop near the surface of the slab,
wire mesh reinforcement or fiber mesh may be included in the slab design. If used, the wire
mesh should be located in the top third of the slab to be effective. If fiber mesh is used, 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.
We also recommend that slabs-on-grade be underlain by a minimum of 6 inches of open graded
aggregate to help prevent the capillary rise of subsurface moisture from adversely affecting the
slab. If open graded aggregate is not available, clean sand with less than 3 percent fines can
be used provided the placement and compaction of the sand complies with the above
recommendations. If floor covering such as tile or carpet will be utilized for interior finishes, a
polyethylene vapor barrier may be used beneath the floor slab for moisture control
considerations.
5.5 Seismic Site Class Determination and Liquefaction Potential
The North Carolina Building Code (2009 International Building Code with North Carolina
Amendments) requires that a seismic Site Class be assigned for new structures. The seismic
Site Class for the site was determined by calculating a weighted average of the shear velocities
of the overburden to the depth of rock/refusal. The CPT test data indicates that the existing
natural, overburden soils at the site have shear velocities ranging from approximately 416 ft/sec
to 759 ft/sec. The method for determining the weighted average value is presented in Section
1613.1.5 of the IBC 2009. The weighted average value for the site is 854 ft/sec. Based on the
results of the CPT soundings and our evaluation of the site, the site shall be assigned a seismic
class "D".
Based on the USGS Seismic Hazard Curves and Uniform Hazard Response Spectra 2003
NEHRP Seismic Design Provisions and the IBC 2009, for a seismic site class "D" at latitude
33.96440 and longitude -78.39760, the Sos value is 0.391 and the Sp, value is 0.187. The
seismic design category depends on the design use of the building and should be determined
by the structural engineer.
The potential for liquefaction at the site is considered low based upon the CPT results and the
liquefaction index procedure developed by Iwasaki (1982). Based on our CPT results and our
evaluation using a site peak ground acceleration of 0.16g, an earthquake event with a
magnitude of 7.3 and procedures developed by Robertson (2010) and Idriss & Boulanger
(2008), the liquefaction induced settlement at the subject site is estimated to be about 1 inch.
10
1

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
5.6 Pavement Design 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
Placement' 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 minimize the possibility of the subgrade materials becoming saturated during
the normal service period of the pavement.
Due to the presence of near surface clays at the site, some undercutting of soft areas may be
necessary for the parking and drive way areas. The depth and extent of undercutting and
replacement will depend on the site conditions at the time of construction and will typically be
limited to the upper 3 feet below existing grades.
Actual traffic conditions were not provided to ECS. However, based on our experience for light
duty traffic for similar projects, a flexible pavement section may consist of at least 2 inches of
surface mix asphalt overlying at least 6 inches of compacted crushed stone in the parking and
roadway areas. Similarly, a heavy duty, flexible pavement section may consist of at least 3
inches of surface mix asphalt overlying at least 8 inches of compacted crushed stone in the
roadway areas. For a rigid pavement section, we recommend 6 inches of 650 psi flexible
strength concrete overlying at least 4 inches of compacted crushed stone in roadway areas.
Regardless of the section selected and type of construction utilized, saturation of the subgrade
materials and asphalt pavement areas results in a softening of the subgrade material and
shortened life span for the pavement. Therefore, we recommend that both the surface and
subsurface materials for the pavement be properly graded to enhance surface and subgrade
drainage. By quickly removing surface and subsurface water, softening of the subgrade can be
reduced and the performance of the parking area can be improved. Site preparation for the
parking areas should be similar to that for the building areas including stripping, proofrolling,
and the placement of compacted structural fill.
Please note that large, 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. Consequently, we
recommend the use of an 8 inch thick, mesh reinforced concrete slab that extends the entire
length of the truck. Concrete pavements should be properly jointed and reinforced as needed to
help reduce the potential for cracking and to permit proper load transfer.
5.7 Site Drainage
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 the structure and pavements be sloped away from the
construction and maintain a fall of at least 6 inches for the first 10 feet outward from the
structure. Roof drains should discharge at least 5 feet from the building perimeter or directly
into below grade stormwater piping. The parking lots, sidewalks, and other paved areas should
also be sloped to divert surface water away from the proposed building.
tt

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.:22.22045
The proper diversion of surface water during site grading and construction will help reduce the
potential for delays associated with periods of inclement weather. The proper diversion of
surface water is especially critical since portions of the site soils are expected to be moisture
sensitive. Based upon our past experience, the use of "crowning" large areas of exposed soils
should be useful to help divert surface water from the prepared subgrades.
5.8 Construction Considerations
Exposure to the environment may weaken the soils at the foundation bearing elevation if the
foundation excavations remain exposed during periods of inclement weather. Therefore,
foundation concrete should be placed the same day that proper excavation is achieved and the
design bearing pressure verified. If the bearing soils area softened by surface water absorption
or exposure to the environment, the softened soils must be removed from the foundation
excavation bottom immediately prior to placement of concrete. If the excavation must remain
open overnight, or if inclement weather becomes imminent while the 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.
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 earthwork
phase of this project. We recommend that surface drainage be diverted away from the
proposed buildings and pavements areas without significantly interrupting its flow. Other
practices would involve crowning and 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.
The key to minimizing disturbance problems with the soils 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 and
drying operations should be included in the contractor's price and not be considered an
extra to the contract. In addition, construction equipment cannot be permitted to
randomly run 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. It will likely
be necessary to utilize tracked equipment during grading operations particularly if the
subgrade soils exhibit elevated moisture conditions.
12

Report of Subsurface Exploration and Geotechnical Engineering Analysis
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No.: 22.22045
6.0 CLOSING
Our geotechnical evaluation of the site has been based on our understanding of the site, the
project information provided to us, and the data obtained during our exploration. The general
subsurface conditions utilized in our evaluations have been based on interpolation of
subsurface data between the soundings. If the project information provided to us is changed,
please contact us so that our recommendations can be reviewed and appropriate revisions
provided, if necessary. The discovery of any site or subsurface conditions during construction
which deviate from the data outlined in this exploration should be reported to us for our review,
evaluation and revision of our recommendations, if necessary. The assessment of site
environmental conditions for the presence of pollutants in the soil and groundwater of the site is
beyond the scope of this geotechnical exploration.
13

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 (qc), pore water pressure (U2),
and sleeve friction (fs). 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).
7 8
\ b7 *
9
\
o \
100 - \ �di\ C7 100
\
1 \
B U
a � \ cgyp'p 10410O \ \ p
U U
3J2
0.1 1 10 -0.4 0 0.4 0.8 1.2
Friction Ratio, Fr N Pore Pressure Ratio, Bq
1. Sensitive, Fine Grained 6. Clean Sands to Silty Sands
2. Organic Soils-Peats 7. Gravelly Sand to Sand
3. Clays; Clay to Silty Clay 8. Very Stiff Sand to Clayey Sand
4. Clayey Silt to Silty Clay 9. Very Stiff Fine Grained
5. Silty Sand to Sandy Silt
The following table presents a correlation of corrected cone tip resistance (q,) to soil consistency
or relative density:
SAND SILT/CLAY
Corrected Cone Tip Relative Density Corrected Cone Tip Relative Density
Resistance tsf Resistance tsf
<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

Unified Soil Classification System
(ASTM Designation D-2487)
Major Division Group Symbol Typical Names Classification Criteria
G W Well-graded gravels and gravel- C„=Dm/DI„Greater than 4
v sand mixtures,little or no fines = E C,=(D30)2/(DII)xD,,a)Between I and 3
uo � v
GP Poorly graded gravels and gravel- ,,e—_ Not meeting both criteria for GW
L 4E
d u o sand mixtures,little or no fines vi rUi, o
` = GM Silt ravels, ravel-sand-silt c m m = '^ Atterberg limits plot below"A"line or
o L � Silty s • ° �_ @ e mixtures o U c7 plasticity index less than 4
e GC Clayey gravels,gravel-sand-clay o O e Atterberg limits plot above"A"line
v mixtures u and plasticity index greater than 7
� c
°p = o " v C„=D Greater than 6
L m SW Well-graded sands and gravelly a0�lu
ts° a .y sands,little or no tines o 8 g C,=(Dan)2/(DInxD.)Between I and 3
O O O rJ O `I
U n z° SP Poorly graded sands and gravelly `= z b ? Not meeting both criteria for SW
c sands,little or no Fines m a
U r
Atterberg limits plot below"A"line or
SM Silty sands,sand-silt mixtures t plasticity index less(ban 4
Atterberg limits plot above"A"line
SC Clayey sands,sand-clay mixtures and plasticity index greater than 7
ML Inorganic silts,very fine sands, up,,llmh on U.Ynd plc„mhi,owu,
m fin nwuml snila(cmpircAly awwmined). ASTM-D1487.
rock Flour,silty or clayey fine
o sands so
upul limit
lrglmNa YNupprotMga i Z .. f uppe�Ymi CeuM�ry lw luln bolU
E g CL Inorganic clays of low to medium sod''
,c v c o plasticity,gravelly clays,sandy o`^j
a �o clays,silty clays,lean clays
OL Organic silts and organic siltyrz
clays of low plasticity 10
o �
MH Inorganic silts,micaceous or — r�
diatomaceous fine sands or silts,
m r elastic silts
U E c
,O s . ..nU.K.niui rn�
CH Inorganic clays of high pinsticitiy, or 01, ve n.off
fat clays so
e`o
OH Organic clays of medium to high Plasticity chart for the classification of fine-grained soils.
plasticity Tests made on fraction finer than No.40 sieve
Highly organic soils PI Peat,muck and other highly Fibrous organic matter;will
organic soils char,bum,or glow
11
UNIFIED SOIL
tq§ CLASSIFICATION
SYSTEM
©.w

CLIENT JOB# BORING SHEET
Shallotte Development Group, LLC 22.22045 K-1 1 OF 1
PROJECT NAME ARCHITECT-ENGINEER
Tractor Supply Company
SITE LOCATION
CALIBRATED PENETROMETER TONSrFT2
5100 Main Street Shallotte Brunswick County, North Carolina
NORTHING EASTING STATION
1 2 4 5+
PLASTIC WATER LIQUID
DESCRIPTION OF MATERIAL ENGLISH UNITS h LIMIT% CONTENT% LIMIT%
C
BOTTOM OF CASING 3* w li O A,
p Z
4 O 9 ® A DCP
i z a m BLOW COUNT
r r SURFACE ELEVATION w
o r i w o
(SP) FINE TO MEDIUM SAND,Brown to Orange,Moist
1 (SC)CLAYEY FINE TO MEDIUM SAND,Orange, MoistON
2
3
(SM)SILTY FINE SAND,Orange to Gray,Moist
4-
- END OF BORING
5
6
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES.IN-SITU THE TRANSITION MAY BE GRADUAL.
II WL WS❑ WD❑ BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
N_ WL(BCR) C WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
SL WL

DCP TEST DATA
Project: Tractor Supply Company Date: 18-Dec-14
Location: K-1 Soil Type(s): Silty,Clayey and Clean Sands
Hammer =. .
0"
1 Its.
O.6Its,
0 6oth hammers used
No.of Accumulative Type of CBR
Blows Penetration Hammer 0.1 1.0 10.0 100.0
(mm) 0 0
0 0
5 144.78 1 5 127
5 261.62 1
5 309.88 1 _
5 523.24 1
5 675.64 � 1 10 ——— �_1— _ — _ 254
1s 381 E
-- ------------- — - -_I —— E
1 H=- 20 — --�-• — - 508 X
a 6
I 1 0 lu
25 635
__.—._ ....._......._� 1 30 762
1 35 -- --�__- 889
1
40 1016
1 0.1 1.0 10.0 100.0
----_--— ---------- BEARING CAPACITY,psf
1
- - -- --!--.—1--.-- 0 2000 4000 6000 8000 10000 12000
II 1
5 127
I �
1 10 254
I 1
------ �-'--- 15 381
H 2
20 1 508
W W
25 635
1
1 30 Based on approximate Interreletlonshlps 762
1 al CB6 and Bearing values(Design of
1 35 ,�- Concrete pavement,Portland _ 889
Association,
m
1 Cement pegs a,1955)
-------------
40 1016
1 0 14 28 42 56 69 83
1 BEARING CAPACITY,psi
1

CLIENT JOB# BORING# SHEET ��'''�rI�+
Shallotte Development Grou LLC 22.22045 K-2 1 OF 1
PROJECT NAME ARCHITECT-ENGINEER
Tractor Supply Com an — +-
SITE LOCATION
-O- CALIBRATED PENETROMETER TONSIFT2
5100 Main Street Shallotte Brunswick County, North Carolina
NORTHING EASTING STATION 1 2 4 5.
PLASTIC WATER LIQUID
DESCRIPTION OF MATERIAL ENGLISH UNITS w LIMIT% CONTENT% LIMIT%
c 12
p BOTTOM OF CASING ID w li O
0 ® AVERAGE DCP
BLOW COUNT
r SURFACE ELEVATION w
u y ¢ w a
25,
(SP) FINE TO MEDIUM SAND,Brown, Moist
(SC)CLAYEY FINE TO MEDIUM SAND,Orange,Moist
2 _
s — ISM)SILTY FINE SAND,Orange to Gray,Moist
4-
- END OF BORING
5
6
THE STRATIFICATION LINES REPRESENTTHE APPROXIMATE BOUNDARY LINES BETWEEN SOILTYPES.IN-SITU THE TRANSITION MAY BE GRADUAL.
Q WL WS❑ WD❑ BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
WL(BCR) Z WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
WL

I
DCP TEST DATA
Project: Tractor Supply Company Date: 18-Dec-14
Location: K-2 Soil Type(s): Silty,Clayey and Clean Sands
Hammer Soil Type
O 10.1 lbs. O C
1.61bs. O a
O BOM M1ammers u5W •all ome+swls
No.of Accumulative Type of CBR
Blows Penetration Hammer 0.1 1.0 10.0 100.0
mm) 0 0
0 0 1
5 182.88
5 127
5 342.9 1
5 543.56
5 693.42 1 10 — � --- ---- 254
1
15 381
E
— = E
1 - d 20 — — - ——— 508
--------- ----------------- w a
1 c w
25 635
1
— _ —
____._.._._..._._._.._.......____�__ 30 762
1
_ _ _ 889
1 0.1 1.0 10.0 100.0
BEARING CAPACITY,psf
--.---.-- --------- -.- ----. 0 2000 4000 6000 8000 10000 12000
T 0 0
1
5 — 127
10 254
1
-------'----'---- c is 381 E
i
_ I E
F 2 508 0 t-
F
1 w � w
o c
25 635
1
1 30 Based on approximate Interrelationships 762
of CBR and searing values(Design of
1 35 _ Concrete Nrpod Pavement,Portland - 889
1 Came]Msoclatlon,page 8,1955)
40 1016
1 0 14 28 42 56 69 83
1 BEARING CAPACITY,psi
1

CLIENT JOB# BORING# SHEET
Shallotte Development Group, LLC 22.22045 K-3 1 OF 11
PROJECT NAME ARCHITECT-ENGINEER
Tractor Sup ly Com an '-
SITE LOCATION
CALIBRATED PENETROMETER TONS/FT2
5100 Main Street Shallotte Brunswick County, North Carolina
NORTHING EAU I ING STATION 1 2 4 51
PLASTIC WATER LIQUID
DESCRIPTION OF MATERIAL ENGLISH UNITS CC rn LIMIT% CONTENT% LIMIT%
BOTTOM OF CASING
> z
O ® AVERAGE DCP
I a m BLOW COUNT
a z SURFACE ELEVATION W U
O F 3 w o
(SP)FINE TO MEDIUM SAND,Gray to Orange,Moist
1
2-
- (SC)CLAYEY FINE SAND,Orange to Gray,Moist
3-
- (CL)SANDY LEAN CLAY,Orange to Gray,Moist to Wet
4-
- END OF BORING
5-
6—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES.IN SITU THE TRANSITION MAY BE GRADUAL.
Q WL WS❑ WD❑ BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
-M WL(BCR) V WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
WL

DCP TEST DATA
Project: Tractor Supply Company Date: 18-Dec-14
Location: K-3 Soil Type(s): Clean&Clayey Sands,Sandy Clay
Hammer Soil Tyne
010.1 Ips. 0 CH
S 17.5 0 CL
0 Both twmmers used 1 0 All other sals
No.of Accumulative Type of CBR
Blows Penetration Hammer 0.1 1.0 10.0 100.0
(mm) 0 0
0 0 1-
5 165.1 1
5 292.1 I 1 5 127
5 444.5 1
5 599.44 ! 1 10 — 254
2 675.64
1 15 381
= E
20 --- - 508 x
----------------------------- ---- w
a
I 1 p LLI
I 1 25 it 635
_1
1 30 ---- --- — - 762
1
35 — 889
1
40 1016
1 0.1 1.0 10.0 100.0
BEARING CAPACITY,psf
i
—. -----.--.-- -�.— 0 2000 4000 6000 8000 10000 12000
I 1
_ 1------
10 254
! 1
15 381 E
---------------
- E
W 20 508 F
1
w
25 — 635 C
� 1
30 Based on approximote Interrelationships 762
1 al CBR and Bearing values(Design of
1 35 _ Concrete airport Pavemenl,poniard _ 889
! Cement Assoclation,page B.1955)
1
— ---�� 1—_ 40 1016
1 0 14 28 42 56 69 83
1 BEARING CAPACITY,psi
1

CLIENT JOB# BORING# SHEET
Shallotte Development Group, LLC 22.22045 K-4 1 OF 1
PROJECT NAME ARCHITECT-ENGINEER
Tractor Sup ly CompanySITE LOCATION
CALIBRATED PENETROMETER TONS/FTZ
5100 Main Street Shallotte Brunswick CountV, North Carolina
NORTHING FASTING STATION
1 4 61
PLASTIC WATER LIQUID
DESCRIPTION OF MATERIAL ENGLISH UNITS m LIMIT% CONTENT% LIMIT%
p
BOTTOM OF CASING w c O
Z
O O ® AVERAGE DCP
z ¢ ¢ m BLOW COUNT
r z SURFACE ELEVATIONin
r d(SP) FINE TO MEDIUM SAND,Brown to Orange,Moist to Wet
1
2
3
4-
- END OF BORING
5
6
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES.IN-SITU THE TRANSITION MAY BE GRADUAL.
Q WL WS❑ WD❑ BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
2- WL(BCR) _T- WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
Q WL

DCP TEST DATA
Project: Tractor Supply Company Date: 18-Dec-14
Location: K-4 Soil Type(s): Clean Sand
hammer =1s,
010.1 IM.
1].61bs.O BON
No.of Accumulative Type of CBR
rBlows Penetration Hammer 0.1 1.0 10.0 100.0
(mm) 0 0
0 1
198.12 1 5127
340.36 ( 1
480.06 1
693.42 __ 10 _ _ _ — - 254
1
15 381
-------- -----------�--' = E
w
i 1
0
------- ------ ---+_ --------
1
30 _ _L. _7___ — __ __ 762
1 35
40 1016
1 0.1 1.0 10.0 100.0
I 1 BEARING CAPACITY,psf
-----.-__-. _--_--.---_-___1-- 0 2000 4000 6000 8000 10000 12000
0 0
I 1
5 127
1
10 254
1
------ -------- __- _--- c 15 381 E
1 F 20 —•--1 50g S
w 0.
W
1
1 635
30 Based on approximate interreletlOnshlps 762
of CBa and Bearing values(Design of
1 35 _ Concrete Nrpon Pavement,Portland _ 889
1 I Cement Association,page 8,1955)
1 40 1016
1 0 14 28 42 56 69 83
1 BEARING CAPACITY,psi
I 1

CLIENT JOB N BORING N SHEET
Shallotte Development Group, LLC 22.22045 K-5 1 OF 1
PROJECT NAME ARCHITECT-ENGINEER
Tractor Supply CompanySITE LOCATION
CALIBRATED PENETROMETER TONSIFT2
5100 Main Street Shallotte Brunswick Count North Carolina
NORTHING EASTING STATION
1 2 4 S.
PLASTIC WATER LIQUID
DESCRIPTION OF MATERIAL ENGLISH UNITS w LIMIT% CONTENT% LIMIT%
p
BOTTOM OF CASING w li, O
d O p ® AVERAGE DCP
r z a m BLOW COUNT
H r SURFACE ELEVATION r a
N W
O H 3 W 0
(SP)FINE TO MEDIUM SAND, Brown to Orange,Moist
1
(CL)SANDY LEAN CLAY,Orange to Gray,Moist
z
3
4 END OF BORING
5
6
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES.IN SITUTHE TRANSITION MAY BE GRADUAL.
4 WL WS❑ woo BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
X WLIBCR) v- WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
SZ W L

DCP TEST DATA
Project: Tractor Supply Company Date: 18-Dec-14
Location: K-5 Soil Type(s):Clean Sand&Sandy Clay
Hammer Soil Type
010.1 Ips. 0 CH
17.61hs. 0 CL
0 sou, 0 All 7.,
No.of Accumulative Type of CBR
Blows Penetration Hammer 0.1 1.0 10.0 100.0
(mm) 0 0
5 340.36 1 5 127
5 574.04
2 703.58
1 10 —-— - 254
1
— 15 381 E
1 1 20 -- ------ — -- 508 F
w a
1 o w
25 635
1
_1. 30 __ _ _ _ - 762
1 35 -T —— _ - 889
40 1016
1 0.1 1.0 10.0 100.0
1 BEARING CAPACITY,psf
—___ 0 2000 4000 6000 8000 10000 12000
0 0
1
__--- -. 5 127
10 254
1
--------'--- c is 381 E
— E
F 20 508 =
w a
-_------------------- ___. 25 635 G
1
1 30 Basetl F1 on approsimete lnterrelatlonsHlps 762
of CBR and Bearing values(Design of
1 35 _ Concrete Airport Pavemenl,Portland - 889
1 Cornea Association,page 8,1955)
40 1016
1 0 14 28 42 56 69 83
1 BEARING CAPACITY,psi
i

CLIENT JOB# BORING SHEET r
Shallotte Development Group, LLC 22.22045 K-6 1 OF 1
PROJECT NAME ARCHITECT-ENGINEER Q-0
Tractor Su Com an
SITE LOCATION
CALIBRATED PENETROMETER TONS/FTZ
5100 Main Street Shallotte Brunswick Count North Carolina
NORTHING EASTING STATION 1 2 4 5,
PLASTIC WATER LIQUID
DESCRIPTION OF MATERIAL ENGLISH UNITS m LIMIT% CONTENT% LIMIT%
p Z
BOTTOM OF CASING w �—————————-As
O W O 0 ® AVERAGE DCP
x ¢ m BLOW COUNT
H r SURFACE ELEVATION W a
a
h w
0 3 w o
(SP) FINE TO MEDIUM SAND, Brown, Moist
1
(CL)SANDY LEAN CLAY,Orange to Gray,Moist
2
3
4 END OF BORING
5-
6—
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES.IN-SITU THE TRANSITION MAY BE GRADUAL.
-Q WL WS❑ WD❑ BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
3Z WL(BCR) V- WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
WL
I

CLIENT JOB# BORING# SHEET
Shallotte Development Grou LLC 22.22045 K-7 1 OF 1
PROJECT NAME ARCHITECT-ENGINEER
Tractor Supply Com an5� mS
LOCATION
-O- CALIBRATED PENETROMETER TONSJFTZ
5100 Main Street Shallotte Brunswick County, North Carolina
NORTHING FASTING STATION 1 2 4 5t
PLASTIC WATER LIOUID
DESCRIPTION OF MATERIAL ENGLISH UNITS ur LIMIT% CONTENT o LIMITY
z
BOTTOM OF CASING w E
O Q ® AVERAGE DCP
i z < m BLOW COUNT
a SURFACE ELEVATION w a
O H 3 w a
(SP)FINE TO MEDIUM SAND,Brown to Tan, Moist
1
(CL)SANDY LEAN CLAY,Orange to Gray,Moist
2
3
4 END OF BORING
5
6
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES.IN SITU THE TRANSITION MAY BE GRADUAL.
Q WL WS❑ WE)[I BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
WL(BCR) WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
S WL

CLIENT JOBN BORING4 SHEET
Shallotte Development Grout), LLC 22.22045 K-8 1 OF 1
PROJECT NAME ARCHITECT-ENGINEER
Tractor Sul)r)lv CompanySITE LOCATION
.� CALIBRATED PENETROMETER TONSIFTZ
5100 Main Street Shallotte Brunswick County, North Carolina
NORTHING EASTING STATION
1 4 5.
PLASTIC WATER LIQUID
DESCRIPTION OF MATERIAL ENGLISH UNITS rn LIMIT% CONTENT% LIMIT%
C
BOTTOM OF CASINGO ��
INS
Z
O Q p ® AVERAGE DCP
r SURFACE ELEVATION w ¢ m BLOW COUNT
a > a
0 3 w o
(SP) FINE TO MEDIUM SAND,Gray to Brown,Moist
t
2
(SC)CLAYEY FINE TO MEDIUM SAND,Orange,Moist
3
4 END OF BORING
5
6
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES.IN-SITU THE TRANSITION MAY BE GRADUAL.
Q WL WS❑ WD❑ BORING STARTED 12/18/14 DRILLING METHOD Hand Auger
WL(BCR) WL(ACR) BORING COMPLETED 12/18/14 CAVE IN DEPTH
WL

Infiltration Testing Form
Tractor Supply Company
Shallotte, Brunswick County, North Carolina
ECS Project No. 22.22045
December 21 , 2014
Location Depth USCS Soil Description
1-1 0-6" SM Brown silty SAND
6"-12" SC Brown/orange fine SAND w/clay
12"-36" CL Brown/orange/gray mottled CLAY
Seasonal High Water Table was estimated to be at 20 inches below the
existing grade elevation.
Test was conducted at 24 inches below existing grade elevation
Infiltration Rate: 0.00001 inch per hour
Location Depth USCS Soil Description
1-2 0-6" SM Brown silty SAND
6"-36" CL Brown/orange/gray mottled CLAY
Seasonal High Water Table was estimated to be at 21 inches below the
existing grade elevation.
Test was conducted at 24 inches below existing grade elevation
Infiltration Rate: 0.00001 inch per hour
Location Depth USCS Soil Description
1-3 0-12" SIP Brown fine SAND
12"-48" CL Brown/orange/gray mottled CLAY
Seasonal High Water Table was estimated to be at 32 inches below the
existing grade elevation.
Test was conducted at 30 inches below existing grade elevation
Infiltration Rate: 0.00001 inch per hour

General Conditions
The analysis, conclusions, and recommendations submitted in this report are based on the
exploration previously outlined and the data collected at the points shown on the attached
location plan. This report does not reflect specific variations that may occur between test
locations. The soundings and borings were located where site conditions permitted and where
it is believed representative conditions occur, but the full nature and extent of variations
between soundings and borings and of subsurface conditions not encountered by any sounding
or boring may not become evident until the course of construction. If variations become evident
at any time before or during the course of construction, it will be necessary to make a re-
evaluation of the conclusions and recommendations of this report and further exploration,
observation, and/or testing may be required.
This report has been prepared in accordance with generally accepted soil and foundation
engineering practices and makes no other warranties, either expressed or implied, as to the
professional advice under the terms of our agreement and included in this report. The
recommendations contained herein are made with the understanding that the contract
documents between the owner and foundation or earthwork contractor or between the owner
and the general contractor and the foundation, excavating and earthwork subcontractors, if any,
shall require that the contractor certify that all work in connection with foundations, slabs,
pavements, compacted fills and other elements of the foundation or other support components
are in place at the locations, with proper dimensions and tolerances, as shown on the plans and
specifications for the project.
Further, it is understood the contract documents will specify that the contractor will, upon
becoming aware of apparent or latent subsurface conditions differing from those disclosed by
the original soil exploration work, promptly notify the owner, both verbally to permit immediate
verification of the change, and in writing, as to the nature and extent of the differing conditions
and that no claim by the contractor for any conditions differing from those anticipated in the
plans and specifications and disclosed by the soil studies will be allowed under the contract
unless the contractor has so notified the owner both verbally and in writing, as required above,
of such changed conditions. The owner will, in turn, promptly notify this firm of the existence of
such unanticipated conditions and will authorize such further exploration as may be required to
properly evaluate these conditions.
Further, it is understood that any specific recommendations made in this report as to on-site
construction review by this firm will be authorized and funds and facilities for such review will be
provided at the times recommended if we are to be held responsible for the design
recommendations.

IMPOPIOnt, Inforimolion About YOUP
Geotechnical Engineering Report
Subsurface problems ap ,. e of constructiondelays, , overruns, , disputes
The following inforn�ation is provided to IYOU ni your risks.
Geotechnical Services Are Performed lop • elevation,configuration,location,orientation,or weight of the
Specific Purposes, Persons, and Projects proposed structure,
Geotechnical engineers structure their services to meet the specific needs of •composition of the design team,or
their clients.A geotechnical engineering study conducted for a civil engineer • project ownership.
may not fulfill the needs of a construction contractor or even another civil
engineer.Because each geotechnical engineering study is unique,each geo- As a general rule, always inform your geotechnical engineer of project
technical engineering report is unique,prepared solelyfor the client.No one changes - even minor ones - and request an assessment of their impact.
except you should rely on your geotechnical engineering report without first Geotechnical engineers cannot accept responsibility or liability for problems
conferring with the geotechnical engineer who prepared it.And no one-not that occur because their reports do not consider developments of which they
even you-should apply the report for any purpose or project except the one were not informed.
originally contemplated.
Subsurface Conditions Can Change
Read the Full Report A geotechnical engineering report is based on conditions that existed at the
Serious problems have occurred because those relying on a geotechnical time the study was performed. Do not rely on a geotechnical engineering
engineering report did not read it all.Do not rely on an executive summary. repodwhose adequacy may have been affected by:the passage of time; by
Do not read selected elements only, man-made events,such as construction on or adjacent to the site;or by natu-
ral events,such as floods,earthquakes,or groundwater fluctuations.Always
A Geotechnical Engineering Report Is Based on contact the geotechnical engineer before applying the report to determine if it
A Unique Set of Ppoject-Specific Factops is still reliable.A minor amount of additional testing oranalysis could prevent
Geotechnical engineers consider a number of unique,project-specificiactors major problems.
when establishing the scope of a study. Typical factors include: the clients
goals,objectives,and risk management preferences;the general nature of the Most Geotechnical Findings Are Professional
structure involved, its site, and configuration; the location of the structure Opinions
on the site;and other planned or existing site improvements,such as access Site exploration identifies subsurface conditions only at those points where
roads,parking lots,and underground utilities.Unless the geotechnical engi- subsurface tests are conducted or samples are taken.Geotechnical engineers
neer who conducted the study specifically indicates otherwise,do not rely on review field and laboratory data and then apply their professional judgment
a geotechnical engineering report that was: to render an opinion about subsurface conditions throughout the site.Actual
• not prepared for you, subsurface conditions may differ-sometimes significantly from those indi-
• not prepared for your project, cated in your report.Retaining the geotechnical engineer who developed your
• re to report
re provide construction observation is the most effective method of
not prepared for the specific site explored,or P
PP P P
•completed before important project changes were made. managing the risks associated with unanticipated conditions.
Typical changes that can erode the reliability of an existing geotechnical A Reports Recommendations Are Not Final
engineering report include those that allect Do not overrely on the construction recommendations included in your
re-the function of the proposed structure,as when its changed from a pad. Those recommendations are not final,because geotechnical engineers
parking garage to an office building,or from alight industrial plant develop them principally from judgment and opinion.Geotechnical engineers
to a refrigerated warehouse, can finalize their recommendations only by observing actual

1 ss
subsurface conditions revealed during construction.The geotechnical engi- to disappointments, claims, and disputes. To help reduce the risk of such
neer who developed your report cannot assume responsibility or liability for outcomes,geotechnical engineers commonly include a variety of explanatory
the report's recommendations if that engineer does not perform construction provisions in their reports. Sometimes labeled "limitations" many of these
observation. provisions indicate where geotechnical engineers' responsibilities begin
and end,to help others recognize their own responsibilities and risks.Read
A Geotechnical Engineering Report Is SubJect to these provisions closely.Ask questions.Your geotechnical engineer should
Misinterpretation respond fully and frankly.
Other design team members' misinterpretation of geotechnical engineer-
ing reports has resulted in costly problems. Lower that risk by having your Geoenvironmental Concerns Are Not Covered
geotechnical engineer confer with appropriate members of the design team The equipment, techniques, and personnel used to perform a geoenviron-
ater submitting the report.Also retain your geotechnical engineer to review mental study differ significantly from those used to perform a geotechnical
pertinent elements of the design team's plans and specifications.Contractors study.For that reason,a geotechnical engineering report does not usually re-
can also misinterpret a geotechnical engineering report. Reduce that risk by late any geoenvironmental findings,conclusions,or recommendations;e.g.,
having your geotechnical engineer participate in prebid and preconstruction about the likelihood of encountering underground storage tanks or regulated
conferences,and by providing construction observation. contaminants. Unanticipated environmental problems have led to numerous
project failures.If you have not yet obtained your own geoenvironmental in-
Do Not Redraw the Engineer's Logs formation,ask your geotechnical consultant for risk management guidance.
Geotechnical engineers prepare final boring and testing logs based upon Do not rely on an environmental report prepared for someone else.
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should Obtain PPolessional Assistance To Deal with Mold
never be redrawn for inclusion in architectural or other design drawings. Diverse strategies can be applied during building design,construction,op-
Only photographic or electronic reproduction is acceptable, but recognize eration,and maintenance to prevent significant amounts of mold from grow-
that separating logs from the report can elevate risk. ing on indoor surfaces To be effective,all such strategies should be devised
for the express purpose of mold prevention,integrated into a comprehensive
Give Contractors a Complete Report and plan,and executed with diligent oversight by a professional mold prevention
Guidance consultant. Because just a small amount of water or moisture can lead to
Some owners and design professionals mistakenly believe they can make the development of severe mold Infestations,a number of mold prevention
contractors liable for unanticipated subsurface conditions by limiting what strategies focus on keeping building surfaces dry. While groundwater, wa-
they provide for bid preparation.To help prevent costly problems,give con- ter infiltration, and similar issues may have been addressed as part of the
tractors the complete geotechnical engineering report,but preface it with a geotechnical engineering study whose findings are conveyed in-this report,
clearly written letter of transmittal.In that letter,advise contractors that the the geotechnical engineer in charge of this project is not a mold prevention
report was not prepared for purposes of bid development and that the reports consultant;none of the services performed In connection with
accuracy is limited;encourage them to confer with the geotechnical engineer the geotecludcalenghleers study were designed orconducted
who prepared the report(a modest fee may be required)and/or to conduct ad- lop the purpose of mold prevention.Proper Implementation of
ditional study to obtain the specific types of information they need or prefer. the recommendations conveyed In Ills report will not of Itself
A prebid conference can also be valuable.Be sure contractors have sufficient he sufficient to prevent mold from growing In or on the stpuc-
timeto perform additional study.Only then might you be in a position to give ture Involved.
contractors the best information available to you,while requiring them to at
least share some of the financial responsibilities stemming from unantici- Rely on Your ASFE-Member Geotechnical
paled conditions. Engineer FOP Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnical engi-
Read Responsibility Provisions Closely neers to a wide array of risk management techniques that can be of genuine
Some clients,design professionals,and contractors do not recognize that benefit for everyone involved with a construction project. Confer with your
geotechnical engineering is far less exact than other engineering disciplines. ASFE-member geotechnical engineer for more information.
This lack of understanding has created unrealistic expectations that have led
ASFE
The Best People 00 FettB
8811 Colesville Road/Suite 3106,Silver Spring, MD 20910
Telephone:'301/565-2733 Facsimile:301/589-2017
e-mail:[e-mail] www.aste.org
Copyright 2004 byASFE,Inc.Duplication,reproduction,or copying allies document in whole or m part by any means whatsoever,is strictly prohibited,except with ASFB specific
written permission.Excerpting,quoting,or otherwise extracting wording from this document is permitted only with the express written permission of ASFE,and only for purposes
of scholarly research or book review.Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report.Any other firm,
individual,or other entity that so uses this document without being anASFEmember could be committing negligent or intentional(haudulen)misrepresentation.
IIGER06045.0M

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id: SAW-2015-00346 County: Brunswick U.S.G.S. Quad: NC-Shallotte
GENERAL PERMIT(REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: William Ronalter
Shallotte Development Group,LLC
155 West New York Avenue,Suite 200
Southern Pines,North Carolina 28387 E C IE WF
Agent: Kim.Williams — 'I ��R 3 2015
Land.Management Group,Inc. "qq IJ
3805 Wrightsville Avenue,Suite 15 g
Wilmington:North Carolina 28403 By:------
Size(acres) 7.93 Acres Nearest Town Shallotte
Nearest Waterway UT to Shallotte River River Basin Carolina Coastal-Sampit
USGS HUC 03040207 Coordinates Latitude:33.964824 N
Longitude: -78.398252 W
Location description: The property is located on the north aide of U.S. Business Ron le 17,itpproxImalely 0.10 miles north ofthe
intersection of Willis Drive(parcel 11)- 108705284752) in the town of Shallotte, Brunswick County,North Carolina.
Description of projects area and activity: The project will pernnanendy phuce rill material within 0:095 acre ofiurisdictional
wetlands for the purpose of constructing a commercial retail facility. Placement of rill material is required toconstruct a
building pad and associated of the retail facility. The proiecl shall be constructed in necordance with the enclosed plans and
drawings tilled "Tractor Supply Company Shallotte NC" included with the submitml from,the.agent dated February 10,
2015.
Applicable Law: ® Section 404(Clean Water Act, 33 USC 1344)
❑ Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 39—Commercial and Institutional
Development
SEE ATTACHED NWP GENERAL and REGIONAL SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated February 10,2015,specifically, the enclosed plans
and drawings titled "Tractor Supply Company; Shallotte, NC." Any violation of the attached conditions or deviation from
your submitted plans may subject the permittee to a stop work order,a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked,or is modified,such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City,NC, at(252) 808-2808.

This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification,any of the conditions of the Permit,or the Corps of Engineers regulatory
program, please contact Kyle Dahl at(9 5]-4469.
Corps Regulatory Official Date: _ February 27,2015
Expiration Date of Verificatiot arch 18,2017
Determination of Jurisdiction:
A. ❑ Based on preliminary information,there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act(CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued on Action ID:
Basis For Determination: This site exhibits wetland criteria as defined in the Corps of Engineers 1987 Wetland
Delineation Manual and Regional Coastal.Plain Supplement and other features exhibiting an Ordinary High Witter Mark
(OHWM). A site visit was conducted on January 30 2008 by Corns protect managers Kyle Dahl and Emily Hughes.The
wetland survey plait tilled"Shallotte Development Croup LLC"dated January 7,2015 is:considered accurate nod is being
signed.
The protect contains an Unnamed Tributary and wetlands that nows directly into the Shallotte River,a rraditionally
Navigable Water. 'rhe northern houndary of the parcel is adjacent to the Shallotte River. On-site waters now less than 0.25
miles directly into the Shallotte Itiver. The ou-site stream is considered to be a Relatively Permanent Water(RPW)and on-
site wetlands are directly abutting an RPW.
Remarks: A signed copy of the wetland survey plat is attached.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you abject to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal(RFA)form. If you request to appeal this determination you
must submit a completed RFA form to the following address:

NO GIFIC A I IG)N ON ADMINISTILA FIVE API'KA11 Ell"[ NS A'ND PROGIiSS AND
" RFQUES`I' FOR AI'RFAMN
Applicant: William Ronalter File Number: SAW-2015-00346 Date: 2/27/2015
Attached is: See Section below
INITIAL PROFFERED PERMIT(Standard Permit or Letter ofpermission) A
PROFFERED PERMIT(Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
'SI arioN1l ;rhe:follokyinglideniiries,ygur rights and optionsiregarding an adinimsirutiGezappeal ofthu.shove decision.
-Additional ''unn:inlaiidi may,belfound at lu •lhvww ucc ari-i sa millMissions/CivilWorks/RcculatoaProgramandPermits as ice.
'oi866'sre gulmioiis a03 CF.R<Part 361..
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit,including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice,or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your
objections and may: (a)modify the permit to address all of your concerns,(b)modify the permit to address some of your
objections,or(c)not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections,the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terns and conditions,and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: if you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish,you may request an approved JD(which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 11-REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting,and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT'FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division,Attn: Mr. Jason Steele,Administrative Appeal Review Officer
Kyle Dahl CESAD-PDO
69 Darlington Avenue U.S. Army Corps of Engineers, South Atlantic Division
Wilmington, NC 28403 60 Forsyth Street, Room IOM 15
Atlanta,Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation,and will have the opportunity to participate in all site investi ations.
Date: I'elephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division,Attn: Kyle Dahl,69 Darlington Avenue,Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S. Army Engineer Division,Smith Atlantic,Attn: Mr.Jason Steele,Administrative Appeal
Officer,CESAD-PDO,60 Forsyth Street, Room 1OM15,Atlanta,Georgia 30303-8801
Phone: [phone]

US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele,Review Officer
60 Forsyth Street SW,Room 1OM15
Atlanta, Georgia 30303-8801
Phone:[phone]
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete;that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP, Should you
decide to submit an RFA form,it must be received at the above address by April 20,2015.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program,please contact me at 910-251-4469 or < Ic.i.dahl a usace:armvanil.
Corps Regulatory Official: Date: February 27,2015
Expiration Date: Februar 27 21
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete our customer Satisfaction Survey online at httl),//ver2.nmT.usace.army.mil/survey.h ml.
Copies Furnished
Kim Williams, Land Management Group, Inc.

Action ID Number: SAW-2015-00346 County: Brunswick
Permittee: William Ronalter, Shallote Development Group, LLC
Project Name: Tractor Supply Store, Shallotte
Date Verification Issued: 2/19/2015
Project Manager: Kyle Dahl
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Kyle Dahl
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

SAW-2015-00346
SPECIAL CONDITIONS
Swamp Park; Brunswick County
In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.
Kyl 1

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee:William Ronalter;Shallotte Development Group Action ID:SAW-201S-00346
Project Name:Tractor Supply Store;Shallotte;Brunswick County County: Brunswick
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.5. Army Corps of Engineers (USAGE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit,or if the Impacts and/or the mitigation will occur
in more than one 8-digit Hydrologic Unit Code(HUC), multiple forms will be attached to the permit,and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USAGE Project
Manager,and the Wilmington District Mitigation Office(see contact information on page 2). The Sponsor must also comply
with all reporting requirements established in their authorizing Instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin:03040207,Lumber River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.095
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:03040207, Lumber River Basin
Stream Mitigation (credits) Wetland Mitigation(credits)
Warm_ Cool C01d Riparian Riverine Riparian Non-Riverine Non-Riparian I Coastal
0.20
Mitigation Site Debited: Stone Farm Mitigation Bank
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site,also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above),associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 23 October,2013

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this farm signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form,confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount,or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: I) the Permittee, 1) the
USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell,
11405 Falls of Neuse Road, Wake Forest, NC 27587(email:[e-mail]). Questions regarding this form
or any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: Kyle Dahl
USACE Field Office: Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Email: [e-mail]
February 19, 2015
Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications(including stream temperature and wetland groupings)is
available at htto://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,please complete the
customer satisfaction survey located at our website at htto://regulato".usacesuwey.com/to complete the survey online.

IIIIIIII IN111111II1111II11111111III a3ita P�3l m oo9.s-2a'PROF
Brunswick County, NC Register of Oeeds ppe t of 4
Brenda M. Clemewns Register of Deeds
W-22-21M 12:09:18.001 Brunswick County, NC
NC REVENUE STMP: $1564.00 (0255124)
❑PoNonbolau.a v.. . .z to Wlbillon
afalKp121. G�9� 4 i�vk,
❑Bucumen!an^>v . ' ,.':aic']inlil _
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $1,564.00
Parcel Identifier No.1970006201 Verified by Brunswick County on the_day of ,2011
By:
Prepared by and Return to: Williams Mullen(Julia Wick Lee). P.O.Box 1000 Raleigh NC 27602
Brief description for the Index: T et 1 Sellers'H Tract
THIS DEED made this 21"day of July,2011,by and between
GRANTOR GRANTEE
VWHN,LLC BBC Bank(USA)
a North Carolina limited liability company 301 Fayetteville Street,Suite 1400
1508 Military Cutoff Road,Suite 302 Raleigh,NC 27601
Wilmington,NC 28403
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 the Brunswick County,North Carolina and more particularly described on
EXHIBIT A,attached hereto and incorporated herein by reference.
The property herein conveyed does not include the primary residence of the Grantor.
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.
This Deed is an absolute conveyance,the Grantor having sold the property conveyed hereby to the Grantee for a fair
and adequate consideration,and such consideration,in addition to that above recited,includes an agreed upon credit
towards the obligations secured by that certain Deed of Trust Securing Future Advances executed by Grantor for the
benefit of RBC Bank(USA), a North Carolina banking corporation,successor in interest to RBC Cemura Bank
wul.IOOC 1
I
iI MAR 13 2015 I)
By:

SC R-V't'r Oil PROF
("Lender'),recorded in Book 2642,Page 389,Brunswick County Registry,pursuant to and in all respects subject to
the terms of that certain Settlement and Deed in Lieu Agreement dated July a ii ,2011 between Grantor,Lender
and certain other parties regarding the aforementioned obligations(the"Agreement'). Grantor declares that this
conveyance is freely and fairly made,that there are no agreements,oral or written,or other than this Deed and the
Agreement with respect to the property conveyed herein.
(The remainder ofthis page is intentionally left blank]
(The signature page follows.]
s.swoo_i ooc 2

Oil
NC R.91-t- 83118aP0331 m3�,z4dF
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day
and yew first above written.
VWHN L"C
a North arolina li itee ha lity company
By:
o n her
yQ COUNTY,NORTH CAR LIN
I certify that the following person personally appeare befor me this day and acknowledged to
me that he signed the foregoing document in the capacl in cated: Jon T.Vincent.
Member/Manager of V WUN.LLC.
Date: 1-0,1011
n.�C— Notary Public
(Notary's printed or t ped name)
(Affix Official Seat)
My commission expires:_6-/3-
�O
NOTARY
PUBLIC
0
i 1'
:sawo_i uoc 1

Brunswick 00urty' NC Rcoi-t-r 83118 P033a ° t 4ppUF
EXHIBIT A
(to General Warranty Deed)
Legal Description
BEING ALL OF TRACT NUMBER ONE(1)OF THE SUBDIVISION OF THE WILLIAMS
BEAMON SELLERS'HOME'I'RACT OF LAND ACCORDING TO A MAP MADE BY
W ILLIAM D.BUNCE,R.L.S., 1884,JANUARY 15, 1974 AND RECORDED IN MAP BOOK
FOURTEEN(14)AT PAGE FORTY-TWO(42),IN THE OFFICE OF THE REGISTER OF
DEEDS OF BRUNSWICK COUNTY,TO WI4ICH REFERENCE IS HEREBY MADE FOR A
MORE FULL AND COMPLETE DESCRIPTION.
Hswao_i ooc 4

n. NORTH CAROLINA
Department of The Secretary of State
To all whom these presents shall come, Greetings:
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify the following and hereto attached to be a true copy of
ARTICLES OF MERGER
OF
RBC BANK (USA)
INTO
PNC BANK, NATIONAL ASSOCIATION
the original of which was filed in this office on the 2nd day of March, 2012.
F '
MAR 13 2015
JV.
DEe^�
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at the
City of Raleigh,this 2nd day of March, 2012
MIZO
Secretary of State
Document Id: C201206200192

C201206200192
SOSID:
Date Filed:3/2/2012 1:42:00 PM
Elaine F.Marshall
North Carolina Secretary of State
C201206200192
State of North Carolina
Department of the Secretary of State
ARTICLES OF MERGER
Pursuant to North Carolina General Statute Sections 55-11.05(a),55A-11-09(d),55A-11-04,57C-9A-
22(a),59-73.32(a)and 59-1072(a),as applicable,the undersigned entity does hereby submit the following
Articles of Merger as the surviving business entity in a merger between two or more business entities.
national banking-.
1. The name of the surviving entity is PNC Bank,National Association ,a(check one)EIsaociat ion
[j corporation, [J nonprofit corporation, []professional corporation,[]limited liability company,[]
limited partnership, [J partnership,[]limited liability partnership organized under the laws of
United States (stale or country).
2. The address of the surviving entity is:
Street Address 222 Delaware Avenue city Wilmington
State Delaware Zip Code 19801 County New Castle
(Complete only if the surviving business entity is a foreign business entity that is not authorized to
transact business or conduct affairs in North Carolina)The mailing address of the surviving foreign
business entity is: c/o PNC Legal Department,249 Fifth Avenue,21 st Floor,Pittsburgh,PA 15222.2707
The Surviving foreign business entity will file a
statement of any subsequent change in its mailing address with the North Carolina Secretary of State.
3. For eac;b merging entity:Bf more than one,complete on separate sheet and attach)
The name of the merged entity is RBC Bank(USA) a(check one)
M corporation,(]nonprofit corporation,[]professional corporation,[]limited liability company,(]
limited partnership,(]partnership,[]limited liability partnership organized under the laws of
North Carolina (state or country).
4. If the surviving business entity is a domestic business entity,the text of each amendment,if any,to
the Articles of Incorporation,Articles of Organization,or Certificate of Limited Partnership within
the Plan of Merger is attached.
5. A Plan of Merger has been duly approved in the manner required by law by each of the business
entities participating in the merger.
6. These articles will be effective upon filing unless a delayed date and/or time is specified 3/2/2012
This the 2nd day of March 20 12 11:59 p.m.
PNC Bank,National Association
Name of Entity
Signaiibrw
Laura L.Long,Assistant Secretary
NOTES: Type or Print Name and Dtle
1. Filing fee is$50 for For-profit emities.
2. Filing fee is$25 for Non-profit entities.
3. This document must be filed with the Secretary of State. Cenificate(s)of Merger must be registered pursuant to the
requirements of N.C.G.S.Section 47-18.1
(Revised September 2005) (Farm BE-15)
CORPORATIONS DIVISION P.O.BOX 29622 RALEIG$NC 27626-0622

C201206200192
�1
Comptroller of the Currency
Administrator of National Banks
Northeastern District Office Licensing Division
340 Madison Avenue,a Floor Telephone No.:212.790.4055
New York, New York10173 Fax No.:301.333.7015
March 2,2012
James S.Kellet
^,'•; Chief Regulatory Counsel
The PNC Financial Services Group,Inc.
249 Fifth Avenue
One PNC Plaza,21`r Floor
Pittsburgh,Pennsylvania 15222-2707
Re: Application to merge RBC Bank(USA),Raleigh,North Carolina,with and into PNC Bank; I
National Association,Wilmington,Delaware under the charter and title of the latter
Control No: 2011 NE 02 0021 Charter No: 1316
Dear Mr.Keller:
This letter is the official certification of the approval,of the Comptroller of the Currency("OCC')
to merge RBC Bank(USA),Raleigh,North Carolina with and into PNC Bank,National
Association,Wilmington,effective March 2,2012 at 1.1:59 pm. The resulting bank title is PNC
Bank,National Association,Charter No. 1316.
This is also the official authorization given to PNC.Bank,National Association,to operate the
branches and the main office of R13C Bank(USA)as branches. A listing of each newly
authorized branch and its assigned OCC branch number is attached. V 1,
I
Please notify this Office of any increase in capital stock or surplus as a result of this transaction so
that we may certify the increase in permanent capital. .
If you have any questions,please contact me at(212)790.4055.
Sincerely,
f
Sandy' aRedfly
Senior Licensing Analyst

iltlllh'o.
OFFICE OF THE COMMISSIONER OF BANKS
CERTIFICATE OF AUTHORITY
FOR ARTICLES OF MERGER
PNC Bank,National Association, a national banking corporation organized and existing
under the laws of the United States, and located in Pittsburgh, Pennsylvania, and RBC Bank
(USA), a North Carolina state-chartered commercial bank organized and existing under the laws
of the State of North Carolina and located in Raleigh, Wake County, North Carolina, have
submitted to the Office of the Secretary of State for the State of North Carolina, Articles of
Merger between PNC Bank,National Association, and RBC Bank (USA) for the purpose of
merging RBC Bank (USA) into PNC Bank, National Association, with the surviving entity being
PNC Bank, National Association.
Authority to file the Articles of Merger, is therefore, granted, the said merger to be
effective on the date and at the time specified therein.
This the/ day of March, 2012.
Ray
Interim Commissioner of Banks

FIE- CE9VFr:.
PNCBANK MAR 13 29�5 ,
� �
B':
CERTIFICATE
The undersigned, Ruby G. Altizer, a duly appointed Assistant Secretary of PNC Bank,
National Association (the"Bank"), does hereby certify that:
(1) the following Is a true and correct copy of an excerpt from the By-Laws of the Bank
and a true and correct copy of Resolutions adopted by the Board of Directors of the Bank on April 22,
2014;
(2) the excerpt from the By-Laws of the Bank and Resolutions described above are in full
force and effect as of the date of this Certificate; and
(3) Charles Buttle is a duly appointed Vice President of the Bank.
Excerpt from By-Laws of PNC Bank, National Association
"Article VI. General Powers of Officers
Section 1. The corporate seal of the Bank may be imprinted or affixed
by any process. The Secretary and any other officers authorized by resolution
of the Board of Directors shall have authority to affix and attest the corporate
seal of the Bank.
Section 2. The authority of officers and employees of this Bank to
execute documents and Instruments on Its behalf in cases not specifically
provided for in these By-Laws shall be as determined from time to time by the
Board of Directors, or, In the case of employees, by officers in accordance with
authority given them by the Board of Directors."
Board Resolutions Adopted April 22, 2014
NOW, THEREFORE, BE IT RESOLVED, that the Chairman of the Board, the Chief Executive
Officer, the President, each Senior Vice Chairman, each Vice Chairman, each Executive Vice President,
each Senior Vice President, each Vice President, each Assistant Vice President, the Treasurer and each
Assistant Treasurer, the Cashier and each Assistant Cashier, the Secretary and each Assistant
Secretary, each Trust Officer and Assistant Trust Officer, each Chief Investment Officer, each Regional
President or chief executive of a business region, the General Counsel, the Senior Deputy General
Counsel, each Deputy General Counsel and each Chief Counsel (the "Authorizing Officers") of PNC
Bank, National Association (the"Bank") shall have the authority to affix and attest the seal of the
Bank;
RESOLVED FURTHER, that the Authorizing Officers of the Bank, and any other officers acting
at the discretion of any officer authorized to affix and attest the seal of the Bank, are and each of
them Is hereby authorized and empowered In the name and on behalf of the Bank to execute,
acknowledge and deliver any and all agreements, Instruments, or other documents relating to the
property or rights of all kinds held or owned by the Bank or to the operation of the Bank, either for Its
own account or in any agency or fiduciary capacity. Notwithstanding the foregoing, any and all
agreements of sale, contracts, deeds and other documentation pertaining to the purchase, sale or
transfer of real estate or buildings occupied by the Bank in the transaction of Its business shall be
executed in accordance with the terms of resolutions adopted from time to time in connection
therewith and specifically designating the officer or officers authorized to execute the same;
Member of The PNC Financial Services Group
One PNC Plaza 249 Fifth Avenue Pittsburgh Pennsylvania 15222 2707
1.1:\Pittsburgh\CF\CERT\04-22-14 SIGNATURE AUTHORITY TEMPLATES AND CERTIFICATES\6UTTLE,CHARLES.docx

RESOLVED FURTHER, that the Bank's Chairman of the Board, Chief Executive Officer,
President, Secretary, or any Senior Vice Chairman, Vice Chairman, or Executive Vice President or any
of them, is authorized to name, constitute and appoint such person or persons as they or any of them
deem necessary as attorney-In-fact for the Bank, to execute documents for and in its name and stead,
and to perform all other acts, deeds and things as may be required to effect the particular transactions
for which the appointment is made;
RESOLVED FURTHER, that the Bank's Chairman of the Board, Chief Executive Officer,
President, Secretary, or any Senior Vice Chairman, Vice Chairman, or Executive Vice President or any
of them, Is authorized to name, constitute and appoint such person or persons employed by the
Corporation or any of Its wholly owned direct or indirect subsidiaries as they or any of them deem
necessary as attorney-in-fact for the Bank, to execute documents for and in Its name and stead, and
to perform all other acts, deeds and things as may be required to effect the particular transactions for
which the appointment is made;
RESOLVED FURTHER, that any officer of the Bank and any non-officer employee of the
Corporation or the Bank (or any affiliate of the Corporation or Bank) designated in writing by the Chief
Executive Officer, the President, any Senior Vice Chairman, Vice Chairman, Executive Vice President or
Senior Vice President of the Corporation or Bank, are each hereby authorized and empowered:
(a) To sign or countersign checks, drafts, acceptances, guarantees of signatures on
assignments of securities, certificates of securities of entitles for whom the Bank is
acting as registrar or transfer agent or in a fiduciary or representative capacity,
correspondence or other papers or documents not ordinarily requiring execution under
seal;
(b) To receive any sums of money or property due or owing to the Bank In its own right,
as an agent for another party, or In any fiduciary or representative capacity and,
either as attorney-in-fact for the Bank or otherwise, to sign or countersign
agreements, instruments, or other documents related to the foreclosure of residential
real estate loans owned or serviced by the Corporation or the Bank or the enforcement
of any other rights and remedies with respect to such loans (including, without
limitation, in a bankruptcy or Insolvency proceeding), including, without limitation,
correspondence, affidavits, certifications, declarations, deeds, substitutions of trustee,
verifications, assignments, powers of attorney, sales contracts or any other papers or
documents, to execute any Instrument of satisfaction for any mortgage, deed of trust,
judgment or lien in the Office of the Recorder of Deeds, Prothonotary, or other office
or court of record in any jurisdiction, provided, however, that in respect to any
mortgage or deed of trust made to this Bank as trustee for bondholders, the foregoing
authority shall be exercised only pursuant to an authorization of the Board of Directors
or committee of the Board of Directors with oversight of fiduciary risk;
General
RESOLVED FURTHER, that the Authorized Officers of the Bank, and each of them, are
authorized to do any and all things and to take any and all actions in connection with these
resolutions, Including, but not limited to, the execution, delivery, acknowledgement, submitting, filing,
recording and sealing of all documents, certificates, statements or other Instruments, and the making
of any expenditures, which such officers may deem necessary or advisable in order to carry out the
intent and purposes of these resolutions;
RESOLVED FURTHER, that all actions heretofore taken by any of the officers, representatives
or agents of the Bank, by or on behalf of the Bank or any of its affiliates in connection with the
foregoing resolutions be, and each of the same is, ratified and approved; and
M:\P1ttsburgh\CF\CERT\04-22.14 SIGNATURE AUTHORITY TEMPLATES AND CERTIFICATES\BUTTLE,CHARLES.docx

RESOLVED FURTHER, that for purposes of the foregoing resolutions, the term "Authorized
Officer"shall mean and include, as applicable, the Chairman, Chief Executive Officer, President, Senior
Vice Chairman, Chief Financial Officer, Secretary or Treasurer of the Bank, or any Vice Chairman,
Executive Vice President, Senior Vice President, Vice President, Assistant Secretary or Assistant
Treasurer of the Bank or any other duly appointed officer of the Bank.
IN WITNESS WHEREOF, the undersigned has hereunto set her hand and affixed the seal of the
Association this 291h day of October, 2014. P
�I
'Ruby G. Altizer
„a�10Wgi•,,,,,.
SEAL.
a�
Vy�• jf}o g
M:\P1ttsburgh\CF\CERT\04-22-14 SIGNATURE AUTHORITY TEMPLATES AND CERTIFICATES\BUTTLE,CHARLES.00[x

1�OCW d= vFIM
MAR 13 295
REAL ESTATE PURCHASE AND SALE AGREEMENT
AND ESCROW INSTRUCTIONS
I
between
I
1'NC [lank IJI?'rlj Jn r.
as Seller
and
Shallotte Develonment Own,LLC
a North Carolina limited liability company
as Buyer
0a/v he.
.
September 8 ,2014
I
I

;a
REAL ESTATE,PURCHASE AND SALE AGREEMENT
AND ESCROW INSTRUCTIONS
/JCL'"i n/1/:.� ��.i5o<:/a-'f/o.✓
THIS REAL ESTATE PURCHASE ND SALE AGREEMENT AND ESCROW
INSTRUCTIONS(this" reemen ")is nnad as of the$_day of September,2014 (the
"Effective Datc"),by and between PNC Dankl("Seller"),and Shallotle Development Group,
LLC,a North Carolina limited liability company
RECITALS:
A. Seller is the owner of certain real property located in Shallotle, North Carolina,
which (i) is generally described as land located cast of Myra Way along the north side of Main
St. (a/k/a Highway 17), and ftuther defined as 5000 Main Street, Shallotle, Noah Carolina(Tax
ID 9 1970006201); (ii) contains approximately 9.7 net acres of land; (iii) is more particularly
described or Exhibit A attached hereto, together with any improvements thereon (collectively,
the"Property"). As used in this Agreement,the term "Property"shall include all right, title,and
interest of Seller in and to all adjacent streets, alleys, and rights-of-way, any strips or gores
between the Property and adjacent properties, minerals, and all water rights, claims to water,
easements,and other rights appurtenant to the Property.
B. Buyer desires to acquire the Properly from Seller, mid Seller desires to sell the
Properly to Buyer,all in accordance with the terms,conditions,mid covenants of this Agreement.
AGREEMENTS:
NOW, THEREFORE, in consideration of the mutual agreements, covenants, mid
promises contained in this Agreement, and for other valuable consideration, the receipt and
sufficiency of which are hereby acknowledged,the parties agree as follows:
1 AGRhrMrNT Or PURCHASE AND SALE. Subject to the terns, covenants, and
conditions ofthis Agreement, Selle shall sell the Pr eny to Buyer and Buyer.ghall purchase the
Properlyfrom Seller• Sc.e n
2 AGREEMENT AND ESCROW INSTRUCTIONS. Seller and Buyer shall open an
escrow (the "Escrow") with Linda H• McCown, McCown Law firm, 708 Hwy 64, Menteo,
North Carolina 27954 ) (the "Escrow ACen "). This Agreement shall constitute
joint escrow instructions by Buyer and Seller to Escrow Agent.
3 PURCHASE PRICE. The purchase price (the "Purchase Price") to be paid for the
Property shall he SWUMM, payable as follows:
3.1 Em•nesl Monev. Buyer shall deposit with Escrow Agent the following amounts,
on on cmfore the applicable dates stated below:
2

3.1.1 $10,000.00 (the "Earnest Money") on or before the Opening of Escrow
(as that term is defined in Section 5
i
3.1.2 Intentionally Deleted.
3.2 Balance of the Purchase Price. On or before the Close of Escrow(as that term
is defined in Section 6 , Buyer shall deposit with Escrow Agent for Seller's account the balance
I of the Purchase Price,which shall be adjusted by the amounts necessary to take into account the
proralions and other adjustments specified in this Agreement.
A EARNEST MONEY. Escrow Agent is authorized and directed to promptly deposit the
Earnest Money in a federally insured money market account with a commercial bank,subject to
immediate withdrawal without penalty. If Escrow Agent requires additional or different
authorizations or directions prior to depositing the Earnest Money as provided above, then
Escrow Agent shall obtain all necessary authorizations or directions promptly and with diligence.
if the Close of Escrow occurs, the Earnest Money (and the interest earned thereon) shall be
applied by Escrow Agent for the benefit of Buyer to the payment of the Purchase Price. Except
as otherwise provided in this Agreement, if this Agreement and the Escrow ere terminated for
any reason other than a default by Buyer, then the Earnest Money (and any interest earned
thereon)shall be immediately paid to Buyer. If, pursuant to this Agreement, Seller is entitled to
be paid the Earnest Money, then Escrow Agent shall immediately pay the Earliest Money (and
any interest earned thereon) to Seller. Buyer and Seller agree that Escrow Agent need not
provide notice to or obtain further instruction from either of them to pay the Earnest Money to
Seiler or Buyer as provided in this section. if tine Earnest Money is paid to either party upon the
termination of this Agreement and the Escrow, then neither party shall have any further
obligation or liability under this Agreement except for the obligations specified in this i
Agreement to survive the termination of this Agreement or the Escrow.
5 OPENING OF ESCROW, The Escrow shall be deemed to open (the "Onenhia of
Escrow")when tile Earnest Money and l copy of this Agreement executed by Buyer and Seller
have been delivered to and accepted by Escrow Agent. Escrow Agent shall give Buyer and
Seller prompt written notice of the date of Opening of Escrow and any other dales under this
Agreement that are measured from the Opening of Escrow. Escrow Agent shall deliver I
executed copy of this Agreement to both Buyer and Seller and shall retain I copy of this
Agreement for its records.
6 CLOSE OF ESCROW.. The.Escrow shall be deemed to close (tie "Close of Escrow")
when the Deed (as that tern is defined in Section 12.1,1) is recorded by Escrow Agent. The
Close of Escrow shall occur thirty (30) days after the expiration of the Approval Date. Buyer
may elect to close tine Escrow at an earlier date by delivering a written notice (a "Cl, osine
once") to Seller and Escrow Agent specifying an earlier date for the Close of Escrow, which
shall be no sooner than 5 days after Buyer delivers the Closing Notice. If Buyer has delivered a
Closing Notice, (lien at any time prior to the then-scheduled date for the Close of Escrow, Buyer
may rescind the Closing Notice by delivering written notice to Seller and Escrow Agent. If
Buyer so rescinds a Closing Notice,then (he Close of Escrow shall occur on the date specified in
3

the second sentence of this section. 'file Close of Escrow shall occur at Escrow Agent's office or
at any other location specified in writing by both parties.
7 LEGAL DESCRIPTION OF THE PROPERTY. If Vxhlbit A does not contain an
exact legal description for the Property, then the a nct legal description shall be the egal
description contained in the Survey. _5'c//%r/� l.f</ ��r'e�;l a « r r•rrc%i„ 1 r e<s f
r�� f•i,e /eyu,/ cfe5'/'��,'�rn•v ('PnM 'r'/re tJ/'✓c� (�/3 / (J�iR
8 BUYER'S INVESTIGATIONS.
8.1 Sellor's Documents. dr or before it 5a' day afla(� tic Openitg of Glcrow,
So ter shall pro 'de Buyer with op'es of I mmcrinl in rmation wit It) Seller's�osscssihl or
con of regarding he Properly, iu tilling, bu tot limited I mty prior s c`vcys, prel c!'innry rlald
linal lals, uwiro nental assessn pts, CAM sessmenis, builts, ci b�tecring pt its, sods L•�
tests, r orts on wa (• and utility a0 labiiily an utility, tax a essment r�Ceprcls, m'd onmg /
applicalio sand stipuhlt(ons. If any OrI a foregoing t ormation co s into Sett is posss Sion (�(�
or control fdllowing the Opening of Escro*, Seller shall pr utptly provida•copies oN to Buyer.
8.2 Survey. On or before file Sill clay after the Opening of Escrow, Seller, shall
provide Buyer with any survey in Seller's possession(the
8.7 Title Insurance Commitment. On or before the 15" day after the Opening of
Escrow, Escrow Agent shall deliver to Buyer and Surveyor a current preliminary title report or
commitment For the Property, together with legible copies of any matters referred to in the title
commitment or report as exceptions to or affecting title to the Property (collectively, the "'Title
Commitment").
8.4 Environmental Renort. On or betorc the Yh day after the Opening of Escrow,
Seller shall provide Buyer with any existing Phase I Envirmuncntal Site Assessment (the "P t so
1")of file propcily in Seller's possession.
S.S Physical Insnoetiou. Buyer and its agents shall have the right to enter upon the
Property all reasonable times prior to the Close of Escrow to inspect the Property and to prepare
and obtain any tests, surveys, or studies that Buyer may desire. Buyer shall defend, indemnify,
and hold Seller harmless for, from, and against tiny and all claims, demands, actions, liabilities,
and obligations (including, bill not limited to, mechanics' and malerialmen's liens) arising from
any exercise of the rights granted to Buyer under this Section 8,5. Buyer's obligations under the
preceding sentence shall survive the Close of Escrow or the termination of this Agreement and
the Escrow. Buyer shall restore the Properly to its condition prior to Buyer's testing and l
inspection proulptly upon completion of each test or inspection.
8.6 Reasibillty Cootb_ancy. Seller ocknowlcdges that there are several arterial
contingencies to Buyer's acquisition of the Property, including, but not limited to, Buyer's
determination of the ecommuic feasibility and general suitability of the Properly. Seller further
acknowledges that Buyer may invest substantial time, effort, nail resources in investigating the
fensibility of the Property, including, bill not limited to, expenditure of fluids on engineering
4

I
fees, architectural Pecs, soils and angincering analysts, research of relevant codes, mclinnnccs,
regulations, and other issues during its investigation of the Property. Accordingly, Buyer shall
have the right to terminale this Agreement and the Usctow by delivering written notice to Seller
and Escrow Agent on or before that dale which is one hundred filly(150)days from the Opening
of Escrow(fie "Anoroval Date") if Buyer determines in its sole and absolute discretion that the
Properly is not satisfactory for Buyer's purposes. If Buyer fails to deliver a notice waiving the
contingency contained in this Section g on or before the Approval Dole, then Buyer shall be
deemed to have elected to waive contingencies pursuant to this Section .8.6. If Buyer terniinalcs
(or is deemed to have terminated) this Agreement pursuant to this Section 8.6, then the Lat'fucst
Money (and any interest earned thereon) shall be returned to Buyer, i twilhglenctingrthe
fogegei (3ttyer ajreH•ha�e a on (1•).tWeright to extend-nc�•Approvaf Date thftrTTy(3U)d��ys
(ih a tor-"}ell-nac cr. G/J
GJ,/1
9 TITLR AND SURVEY REVIEW AND APPROVAL.
9.1 Review and Obiection by Bum. Buyer may object to may matter disclosed by
the Survey or the Title Commitment by delivering written notice (the "Oblection Notice") 10
Seiler and Escrow Agent at any time on or before the date that is 45 days after Buyer has
received both the Title Commitment and the Survey. Any Objection Notice shall specify in
reasonable derail the particular matter to which objection is made. If Escrow Agent subsequently
issues any amendment to the Title Commitment that discloses (i) any additional exceptions to
title, (ii) any changes in the legal description,or (iii)any additional requirements of Buyer, or if
any revision to the Survey discloses any additional matters affecting the Property or changes in
the legal description, then Buyer shall be entitled to object to file additional matter by delivering
an Objection Notice to Seller and Escrow Agent within 15 days after Buyer's receipt of the
amendment to the Title Commitment or the revision to the Survey,as applicable. If Buyer fails
to deliver either(i) an Objection Notice or(ii)a notice of acceptance with respect to may matter
disclosed by the Title Commitment, Ilia Survey, or any amended Title Commitment or revised
Survey on or before fhe last clay of the applicable time period, then Buyer shall be deemed to
have disapproved the matter and terminated this Agreement as of the last day of that time period.
If Buyer is deemed to have terminated this Agreement pursuant to this Section 9.1. then the
Earnest Money (and any interest earned thereon) shall be returned to Buyer. All naticts
approved in writing by Buyer pursuant to this Section 9.1 are referred to in this Agreement
collectively as the"Permitted Title Exceptions".
9.2 Cam By Seller. If Buyer timely delivers an Objection Notice, then Seller shall
attempt to remove or satisfy any matter with respect to which Buyer has delivered an Objection
Notice within 30 days after Seller's receipt of the Objection Notice. The commitment of Escrow
Agent to issue an endorsement with respect to any nutter to which Buyer has objected shall not
constitute the removal or satisfaction of the matter unless Buyer notifies Seller and Escrow
Agent to the contrary. On or before the Close of Escrow, Seller shall cause all fanancinl
encumbrances and otherflicns to he removed ns exceptions to title,except for(lie following items
(collectively, the "Parrrlitted Lien ")- liens for taxes or assessments not then due and payable
and ally liens of ising thr ugh Buyer or Buyer's employees or agents.
5 d 1), �G1Q

9.3 Failure to Cure Within 30 Dnvs. If Seller has not removed or satisfied all
matters described in an Objection Notice (individually, an "Unsatisfied Matter", and
collectively, the "Unsmisfied Matters") on or before the 301h day niter Seller has received lire
Objection Notice, then Seller shall notify Buyer and Escrow Agent in writing (a "Cure Notice")
whether it intends to remove or satisfy all Unsatisfied Matters prior to like Close of Escrow. If
Seller does not deliver a Cure Notice declining to remove or satisfy sonic or all of the
Unsatisfied Matters contained in any Objection Notice oil or before the 301h day ancr Seller has
received the Objection Notice,then Seller shall be deemed to have elccle<I�to cenrovc or cure like
Unsatisfied Matters prior to fie Close of Escrow. If Seller delivers a Cure Notice declining to
remove or satisfy some or all of the Unsatisfied Matters contained in an Objection Notice our or
before the 30th day after Scllcr has received (lie Objection Notice,then Buyer shall have until the W CR
Close of Escrow to terminate this Agrconcnt and the Escrow by delivering written notice to
Seller and Escrow Agent. Notwithstanding anything to the contrary in this Section 9, if the
existence of any Unsatisfied Matter constitutes a default by Seller under this Agreement, then
Buyer may seek any remedies available to Buyer under this Agreement. Buyer ails to
( mdhrete-t 's-Agrcerm�n4or seek\rcmcdies-for `default-ns, rovide( r-Nns clion 9 and
cl scs the E row n01w) llrstanding'14 existence f one or pro c Unsall )ed Ma t�rs, then he Q
Pur arse Price ayable D Buyer al he Close o .scrow sht I be re ced by Ire cost
repro ng all Unsn asfied MauOrs.
9.4 Fallure to Cure by Close of Escrow. If Seller delivers (or is deemed to hnvc
delivered)a Cure Notice stating (hat it intends to cure any Unsatisfied Matter and if Seller fails
to remove or satisfy that Unsatisfied Matter prior to the Close of Escrow, then Buyer may (i)
waive the Unsatisfied Matter and close (he Escrow sulbiect thereto,or(ii) treat Seller's failure to
cure as a delhult by Seller and seek any remedies available to Buyer under this Agreement.
9.5 Disposition of Earnest Money Upon Termination. If Buyer tenninatcs this
Agreement pursuant to this Section 9.5, then the Earnest Money (and any interest earned
(hcrcon)shall be returned to Buyer.
9.6 Extension of Closing Datc. If the Close of Escrow is scheduled to occur on or
before the expiration of till lime periods described in this Section 9, then the Close of Escrow
shall be automatically extended to the date that is 5 days after the expiration of the latest lime
period described in this Section 9.
9.7 Condition of Title at Closing. Buyer's obligation to purchase the property, to
pay the Purchase Price, and otherwise to close the Escrow is subject to Escrow Agent's (or
Escrow Agent's affiliated title insurer's) being committed a( the Close of Escrow to issue to
Buyer,as the insured,air extended coverage owner's policy of ti(Ie insurance(with no exception
far mechanics' liens, tenancies or similar encumbrances) in the full amount of the Purchase
Price, insuring that Buyer holds I'm simple title to the Properly subject only to (i) the usual
exceptions, stipulations, and conditions appearing in the printed form of the policy, 00 the
Permitted Title Exceptions,(iv)the Permitted Licim and(iv)any documen(s recorded against the
property at or prior to the Close of Escrow pursuant to this Agreement ((he "Title Policy"). In
addition, the Tille Policy shall conhnin any endorsenhcnts requested by Buyer (and in the forms
requested by Buyer), Seller raid Buyer shall each execute, acknowledge (if applicable), and/or
G
I

deliver to Escrow Agent prior to the Close of Escrow any documents pertaining to Seller or
Buyer,respectively,and required by Escrow Agent(or Escrow Agent's affiliate<I title insure') as
a condition to the issuance of the'fitle Policy.
10 INTENTIONALLY DELETED. !
i
I INTENTIONALLY DELETED.
12 CLOSING DOCUMCNTS AND PROCEDURES.
12.1 Seller. On or before the Close of Escrow, Seller shall deliver or cause to be
delivered to Escrow Agent for Buyer's account the following,each duly executed by Seller and,
if appropriate,acknowledged:
12.1.1 The Special Warranty Deed for the Properly in the form attached as
exhibit B to this Agreement(the"Deed");
12.1.2 A Nonforeign Affidavit in the form attached as Exhibit C to this
Agreement;and
12.1.3 Such other fiords, instruments, or documents as may reasonably be
necessary to fulfill tire covenants and obligations to be performed by Seller pursuant to this
Agreement.
12.2 Bu er•. On or before the Close of Escrow, Buyer shall deliver or cause to be
delivered to Escrow Agent for Seller's account the following,each duly executed by Buyer and,
if appropriate, acknowledged:
12.2.1 All finds necessary to pay the balance of file Purchase Price(which shall
be adjusted by the amounts necessary to take into account the prorations and other adjustments
specified in(his Agreement)
12.2.2 Such other finds, instruments, or documents as may be reasonably
necessary to fulfill the covenants and obligations to be performed by Buyer pursuant to this
Agreement.
12.3 Closing Costs. The-csar'<)<v-•leo-payablo-to PAcrow-Agonl forthe•conveyanee•and'
lraukgr-of:Ilse:Prvparty.'t<rBtryor-shall, paid by SelkT• Buyer shall pay the local transfer taxes �� ,
associated with the conveyance of the Property. All other fees, recording costs, charges, or W
expenses incidental to the transfer of the Property to Buyer shall, except as otherwise expressly
provided in this Agreement, be paid pursuant to local custom as determined by the Escrow
Agent.
12,4 "prorate
T xcs and, Assessrnent'. Ad valo nr real eslnt taxes fb the ��
Prod arty shalland as of the Close of Esc ow. Until tBp I'rnpcily is< 'lablishc(Uythe�ounq Aux
ante irrx puree! pr parcels,a 1 real estate xcs for the Pr rerly sh it
7

r
be prorated base oil a.. allocation of the parties' respective per enrage ownership ratio
(determined oil a gr s acreage basis)of the appli bic tax parcels)with r which all a r a portion
(the Properly is inch Icd:provided,however,that my nixes allocable to uprovemer s shall be
nIID led solely to the p petty within which they a located. At least 30 ays prior I the due���
date 'any real cs(atc tax 11 that includes a portion o he Properly, Seller s II deliver Buyer
a copy the lax bill,togeth with Seller's calculation Buyer's share of Ili tax bill. N i later Weil
than 10 da prior to the clue le of the tax bill, Buyer sh I remit to Seller its onion of I t tax
bill (by a chc payable to the t ing authority),and Seller hall cause the enti bill to be aid
a d shall submr reasonable proof £payment to Buyer at le st 5 days prior IO linquency.\If
Bu r fails to rem its shore of laze o Seller, then Seller ma but shall have no�(�bligalion t ,
advat eon Buyer's ehalf Duyer's slat of the lazes, including�Fnalties atilt inter2lsl,and shall
be cntil cd to rcimburs neat of all sums vanced al the rate of 16 per ammrn from##the date of
advancer ant until Seller is repaid in full. Buyer pays to Seller Bu cr's share of lh�taxes and
\Seller Cher Her fails to pa rior to dehinqueu the taxes on till of the x parcel(s)of taxes
ich the
P oiler v rs nr1, then Bo
r, as its sole option, may pay the taxes directly to th taxing
all ority. Upo .j��aymcnt of the ax bill and press l�anon to Seller of recei it
tax bills r other
corn arable evide of payment, uyer shall be�uif led to rcimburscmcnI fall sums t jreclly
paid Buyer plus terest at 16%p%cal",
unl until Buy vs repaid by Seller.
Any tax due for ye s prior toQe Or Escrow, in tiding rollback lax s' and spe�iat
assessment.,shall be paid the Seller
12.5 Escrow Cancellation Charecs. If the F,serow fails to close because of Seller's
default, then Seller shall be liable for all customary escrow cancellation charges. if the Escrow
fails to close because of Buyer's default, then Buyer shall be liable for all customary escrow
cancellation charges. If the Esaow fails to close for any other reason, then Seller and Buyer
shall each he liable for one-half of ail customary escrow cancellation charges.
C Of:.s/r,)"l/ /1�:tA� C..�f:L7L•� LL C:
12.6 Commissions. Upon, bill only in the event of(the Close of Escrow. Seller shall
pay to the following broker(s) the following contmission(s): Crentivo-(;attunercial—Properties•
(YAM;-tv}jhaNadeau)representrBuyor:and shall he paid it commission o62r75%-ofthe Purohase
Pries per separate agreement. Except for the commissions specified in this Section 116, catch I'2�
party represents and warrants to the other that no real estate sales or brokerage commissions,5��
finder's fees,or similm'payments arc or will be due in connection with this transaction as a resultN j j0 JdFl
of tiny act of the party so representing and warranting. F,ach party shall defend, indemnify, and
hold the other harmless for, from,mid against any other claims made as a result of any act of the
party so representing for real estate sales or brokerage commissions, finders fees, Or similar
payments in connection with the transaction contemplated by this Agreement,as well as all costs
and expenses incurred by the indenulitce in connection therewith, including, bit( not limited to,
reasonable attorneys' fees. The indemnification obligations in this Section )2.6 shall survive
the Close of Escrow or the termination Of this Agreement and the Escrow. If the Escrow fails to
close for any reason, no broker shall have any right to any portion of the Earnest Money (Or any
interest earned thereon)released to Seller or returned to Buyer pursuant to this Agreement.
8

i
12.7 Title Policy Charges. Buyer shall pay for any and all costs related to the
issuance of an owner's and lender's title insurance policy in the amount of the Purchase Price,
including the costs for any additional endorsements requested by Buyer.
13 BUYER'S REPRESENTATIONS AND WARRANTIES. Buyer acknowledges,
covenants,represents,and warrants to Seller that the following are true In all material respects as
of the Effective Date,and in entering into this Agreement,Seller is relying upon,the following:
13.1 Due Organization, Authorization, and Conflicts. Buyer is a limited liability
company, duly organized, validly existing, and in good standing under the laws of(lie State of
North Carolina. Buyer's execution and delivery of this Agreement and the consummation of the
transactions contemplated and required by this Agreement will not result in any violation of, or
default under,any term or provision of any agreement, instrument, mortgage, loan agreement,or
similar document to which Buyer is a party or any judgment,writ,decree, order, injunction, rule
or governmental requirement to which Buyer is subject. Buyer is not a partner or join( venturer
with Seller in connection with the transactions contemplated by this Agreement, and is entering
into this Agreement and any other contract, instrument, and document contemplated by this
Agreement voluntarily and solely for its own benefit. Buyer has the full power and authority to
enter into and perform this Agreement according to its terns, and the individual executing this
Agreement on Buyer's behalf is authorized to do so,and upon that Individual's execution hereof,
this Agreement shall be binding and enforceable upon Buyer in accordance with its terms.
13.2 No Litigation. To Buyer's knowledge, there is no litigation, investigation, or
proceeding pending, contemplated, or threatened against Buyer that would impair or adversely
affect Buyer's ability to perform Its obligations under this Agreement or any other instrument or
document related to this Agreement.
14 SELLER'S REPRESENTATIONS AND WARRANTIES. Seller acknowledges,
covenants,represents,and warrants to Buyer that(he following are Into in all material respects as
of(he Effective Date,and in entering into this Agreement, Buyer is relying upon, the following:
14.1 Authorization,and Conflicts. Seller's execution and delivery of this Agreement
and the consummation of the transactions contemplated and required by this Agreement will not
result in any violation of, or default tinder, any tern or provision of any agreement, instrument,
mortgage, loan agreement,or similar document to which Seller is a party or m)'judgment,writ,
decree, order, injunction, rule or governmental requirement to which Seller is subject. Seller is
not a partner or joint venturer with Buyer in connection with the transactions contemplated by
this Agreement, and is entering into this Agreement and any other contract, instrument, and
document contemplated by this Agreement voluntarily and solely for its own benefit. Seller has
(he fill[power and authority to enter Into and perform this Agreement according to its terms, and
the Individual executing this Agreement on Seller's behalf is authorized to do so, and upon that
individual's execution hereof, this Agreement shall be binding and enforceable upon Seller in
accordance with its terns.
14.2 Foreign Person. Seller is not a foreign person, as that term is defined under
Section 1445 of the Internal Revenue Code.
9

<!%>,/rat R
14.3 No Litigation. To the best of Seller's knowledge, (here is 110 litigation,
investigation,or proceeding pending, contemplated, or threatened against gl&*Yrdr the Property
Ihal would impair or adversely affect Seller's ability to perform its obligations tutdcr (his
Agreement or under any contract, instnunau,or document related to(his Agreement.
14.4 Property Informalimr. To the best of Seller's knowledge, thdAtifiennotion
pravided4aBuyer,pur8wsnLIO Stclion$,1.ie lracrrorrect aatHcomptela and corttains nomateriAY /��
irL twraq�qs�P.r,omisaioos. Seller has no knowledge of tiny facts or circumstances that should or
reasonably could prevent flue development and use of(he Property for Buyer's intended use.
14.5 No Condemnation. To the best of Seller's knowledge, there are no existing,
pending 0r anticipated condemnation, eminent domain, or similnr proceedings against or
involving the Properly.
14.6 No S ecial Ass smelts. The roperty is not subs el to tiny spedWl asses en(s
I I will not be id in fill by Iler at the Clo•e of Escrow. The e are no taxe assessor nls 3
(ge eral, special, , olhenvisc) o bonds of any afore affecting tl Property, or ny pork n
there f,except those\In
disclo d by the Title mmiunent, Selle has no unders riding or «K2
agrecn tit with any I ing authorit rcgmding the in rlrosition or deft tent of any xcs or
assessor ats with respect o the Propea
14.7 No Violafions of Laws o•A rcem nt•. T the best o e11er's I wledg ,there
are o uncured t'olation of tiny feder slate, local I vs, rules, egulation ordin Ices,C�
code covenants, nditio , reslrictimts, r ngrecn ins appl table to Ih Properly Seller as
not rcc bed any no 'cgs fro any insuranpan llcs, Bove inlental a encies, o any of er LVCA
panties u 'Ot respect to ny of I foregoingrecy'led
ions o�alleged violations any oth (mane
affecting a Property. f any n ices are a(icr�he F.ffcc 've Date f this Agreement,
then Sellers all promptly eliver a opy oflice to[3u13•er.
14.8 No Leases at, Other Rnenmbrwuces. Except as may be reflected in the 'Title
Commitment, Seller has not entered into any leases, options, contracts, or rights of first refusal,
whether recorded or unrecorded,affecting the Property.
149 future Rucumbrances. Seller shall not anise or permit any new liability,
encumbrance,or obligation to be placed or imposed upon all or any part of the Property after(he
Effective Date of this Agreement,
14.10 'ritie. Seller holds and will convey to Buyer at the Close of Escrow good and
marketable fee simple title to the Property.
14.11 No Bankruptcy. There are no altuchments, executions, assignments for the
benefit of creditors, receiverships, conservatorships, or voluntary or involuntary proceedings in
bankruptcy or pursuant to any other laws for relief of debtors contemplated or filed by Seller
pending against Seller or affecting or involving the Property.
10

14.12 No pefaull Un11gr Rneumhrances. To the best of Seller's knowledge, there is
no default, not^Ilas'any.cvenLoocurccd-that,with•the-passage nftiti{s:.ur.lhe.givbtg_oBnotice.or•�/q)
Uoth Woald constittcte�dl fQiNl under any contract, mortgage, deed of trust, lense, or other
instrument that relates to or affects the Property in any manner whatsoever. tJerQ
14.13 Rezonin . Seller will not join in,consent to, request, or apply for any change in
the zoning of the Property during the term of this Agreement without Buyer's written consent
which may be withheld or conditioned in Buyer's sole and absoltne discretion.
14.14 d 'L s{ t r , , o the best of eller's know edge, the P rcry is not
ire tided within ny Federa Finergency mragenreul gency ("F A") food one that C�
it( itates obtaii lug flood t surance for rprovmnents constructed ercon. Sc 1@r shall
promp provide H yer with a uy of auy n lificalion rec ived by Sell �.of any chin ge In WAR
FFMA ignalions.
14.15 El ran COI Selleu ras not used the % perty for, and tovlhc best of Seller's
kd wledgc the Pr ierly has never ecn used for, t generation, pr Auction, location.
Irar poutation, storab•, Ireatment, dischm c, disposal, relea�tellutant
, or threatened release on or under i
the ropeny of any to is or hazardous sit to"e, waste, or , and no to is or hazardous
subst ace, waste, or p hWant is contained n, in, or under re Property. '1 he erm "toxic m• ,
hmar us substance, w sue, or pollutant" sh ll include, with ul limitation, thos substances, t �'
wastes, or pollutants su 'ect to regulation «k�der the followi g acts or tiny oth laws 01,
ordinanc s governing the use, disposal, or cntllaimnenl of haz rdous substances, % astes, or
pollutants the ttesource C iservation and Recovery Act (as am ncled by the Hazarc us and
Solid Was[•Amendmauls of 1 84),42 U.S.C. §G9l)(gl seq.; the Cc iprehensive Envirc rental
Response,C mpensalion, and 6 bilily Act of 1980(ns amended by [ c Superfund Amen rents
and Reaulho 'nation Act of IR), 42 U.S.C. § 9,601 et M.; tic Hazardous Ma rials
Transportation cl, 49 11.S.C. § pi g seq.; the •Toxic Substances atro{ Act, 15 U.S. §
2601 k scg.; th Clean Air Act, 4 U.S.C. § 7401 c( tiyg.; the Snfe inking Water Acl,�{2\
U.S.C. § 300h S e .; the Clean WaI r Act, 33 U.S.C. § '1251 gl seq.; or any,,federal, state, of
local law or regu�,`Ufhazardous
n pertaining to�rcalth, hygiene, or he regulation ' p'roleclion of the
environment. Selles not received no ice of any prnecedin s or inquiries by uty,governmental
agency with respec subslanc s,wastes,or pollutants oil, in,or undeo Aic Property.
I IG llndc ro m I St r e Taule:� there ePq no unclergroFuid storage to�rks located
on or uncle the rope 1y, and to llic best of Sb+lcr's knowledge, no urltierground stolage tau\ks y�
have ever be n located n or under lie Property. Gv
14.17 1 1 A]Sites,To tltehesllrf-Seller's!<ioivledge;there,arc-nosiles.ofhisto'rical' ., y
hacolo is im ot(micconQ'c,1?ropeNy; /
d!9 _ .b__9 i?.
14.18 Nature of Ronr•esenlations and Wnrrin ties. The representations and warranties
I
contained in (his Section 14,18 shall be lnre and correct in all respects tin and as of the Effective
Date and as of the Close of Escrow. If Seller becomes aware of any change in the statements set
forth in this Section 14.18 (whether arising before or Flier the Effective pate), Seller will give
prompt notice to Buyer.

1 SURVIV R RCPREM 'rATIONS AN WA NTI S. 'file represNiintions,
w allies, and co ,nants set forth h cellons 13 nd 4 shall survive nc lerminution`Of this
Agr ment and the @prow, the Close f Escrow, and nn inspection madlee by or on Mill Irof
Buye Each party shall defend, indemntf , and hold the ntber Itannless 1'or,from, and a aih I
any, an all claims, damages, costs, an( Kpenses (including, bill not limited 10, rcasannbl C�
attorneys fees) arising frail a breach or default by the indemnitor under the representations,i xA
warrantiesNpp s,.1
r covenants contt`ned in Scction3 and 14, including, but not limited to, the
falseness. Zgpuracy,or incompl (cness thereof. C el
6 CON TION OR A. ALTY. Buyer shall nve the right to crmmate thisw A
greement and he Escrow if,prior to tl Close of Escrow: (i)Alty part of the Prop riy Is taken
ill condemnation r other similar procced'ngs; (ii) access to the Ir operly is restricted or denied
Ih ugh eminent main, the exercise of olice power, the consNction or establish rli,eat of a
lira led recess street,one-way traffic,media dividers,change of gra ,or any street or cut
abut}{'ng or directly be efitting the Property h been closed,abandon , vacated,or reduciid to a
servictgg, frontage,or ac ss street,or the traffic atterns or volumes in rile icinity of the Property
are a(f cted by any of t e foregoing with resp ct to streets or highways 'n rile vicinity of the
Propert ; (iii)either Selle r Buyer receives a no ice or otherwise becomes ware of a proposed
londemt ation, exercise of c inent domain or poll a power, o taking descril d in clauses(i) or
of Ihi. sentence; (iv) any tart of the Property is tansfcrred in lieu of cond mnation or other
sn nilar pr ceding;a•(v)any P@rt of the Property is maged by any casualty(it lulling,but not
In iced I r) t earthquake, mudsli e,or sinkhole). If S Iler receives notice or oche vise becomes
ttw re that a of the events descr cd in the preceding entence have occurred,th i Seller shall
notify Buyer 'romediately and pro de Buyer wish cop s of all notices and com mnications
receiYed by Sc er relating to that a \Accilient
Por purposes of is Agrcenenl, a raking fo limited
or indefinite ter 1 shell he deemed toquivalent to the tr, nsfer of fee title. If, after re'civiug
notice�of the,.cc pence of any of thats specified in the sl sentence of this section, Buyer
fails lo,�enninate ris Agreement prthe Close of EscroK;,Ihen Buyer shall be deennk to
have +v ved its rig I to terminate thcement pursuant to tf)is section. if Buyer waives its
right to I rminate th Agreement an 'screw notwithstanding the occurrence of ally of the
events do cribed in f ip first scntencill' section, then: (a) Sellcr shall irrevocably assign to
Buyer; up i the Clos�of Escrow, S ler's right, title, and interest in and to any award
made or to re made in ite condemnpro cedings with respect toNIhe property and proceeds
payable as a\result of Ili condemneast pity, or Iranstbr, (b) Buy' r shall receive a credit
against the Purchase PricFF for all a and rocceds previouslyrece)yed by Sellcr; and (c)
there shall be no adjustme'lt to the Pse Pri
17 RISK Ole LOSS. Subject to Section 16 and Buyer's indemnity obligations specified in
Section 8.5 of this Agreement, the risk of loss or damage to the Property prior to the Close of
Escrow shall remain with Seller.
18 ASSIGNMh;NT. Buyer may assign its rights and obligations trade Ibis Agreement
without Seller's consent, provided that the assignee expressly assumes the obligations and
liabilities of 13uycr under this Agreement find expressly agrees to be bound by the terms of this
Agreement. Upoo an assignment and assumption of Buyer's interest, the assignor shall be
12

relieved of all obligations and liabilities seising or maturing under this Agreement after the date
of the assignment. Seller may not assign its interest under this Agreement without the prior
written consent of Buyer, which may he withheld or conditioned in Buyer's sole and absolute
discretion.
9 S I L .R'SNJILMEDIES. If Bu er`lls in default under this \ recuicni, Ihcr Scllcr shall
give notice to Buyer f Buyer's default. If BI or fails to cure the deft uh within 5 jut icsal (lays
a r receipt of Seller k notice of default or vithin it reasonable ti a if fhe dcfatllI cannot
rea nablypbe cured within 5 judicial (lays), the Seller's sole mud cxclt(sive right and-emedy
shall a to terminate this A reement and the Escro�by notice to Buyer and Escrow Agent�and to
be pai the Earnest Money nd any interest caned thereon)as liquidated damages and no`as
penalty. Buyer and Seller h (eby acknowledge tha\Agrnient
al damages in the event of But), is
default auld be dif 1cult to caltiplate with certainly agree that the Earnest Money (and ny
interest chimed thereon) is a reasonable approxinum(iactual damages. Seller waives and
covenants)lot to asscn any other rights and remediesp efault by Buyer. Notwilhstan(ling
Seller's waijer of certain rights and remedies in thision, any obligation of ciiher pan), to
indemnify the they in accordance with i uis Agreemenll be, ecifscally cnfuccabib;
20 BUYER ' REMEDI IS. If SellerXdefaulls uthis Agr ntent prior to the G' ose o ��scrow, then Buy r may terminate (his Agreement ae Escrow written notice to�ellea�d Escrow Agent, r Buyer may elect to purs6c any oremedies uvit able aI law or in eq)lity,WCin6 uding, but not Ill lied to, specific performance bller. If Buyer leets to terminate this
r ement and the Es ow pursuant to the preceding nce,then the Ea est Money(and any
imtere�t earned thereon) shall be refunded prompllYuyer. Buyer ma • exercise its rights
under ihis section indiv'ually or collectively, as Br may elect in its ole and absolute
discretion. Any obligatidR of either party to indcy the other in acco�' ante with this
AgreementAlall be specifically enforceable.
21 GENERAL PROVISIONS,
21.1 Notices. Notices and other deliveries pursuant to this Agreement shall be
delivered by private messenger service, mail, electronic mail (Email) overnight courier, or
facsimile. Any notice or document required or permitted to be delivered either party shall be in
writing and shall he deemed to be given on the date received by (or on the date receipt was
refused by)the party; provided, however, that all notices and documents mailed to it party in the
United Stales Mail, postage prepaid, certified mail, return receipt requested, shrill be deemed to
have been received 5 days after mailing; provided further that all notices sent by facsimile shall
be deemed to have been received upon machine confirmation(by the receiving party's facsimile
machine) of receipt, bill if the party receives the notice alter 5:00 p.m., then the dale of receipt
shall be sue next judicial day after the date of receipt; and provided further that notices delivered
by overnight courier shall he deemed received the next judicial day after deposit with a reputable
overnight courier service for overnight delivery. The address of the parties shall for all purposes
be the following, unless otherwise changed by the party by notice to the other as provided in this
Section 21.1: t
If to Buyer: Shallotle Development Group, LLC
13

155 W. New York Ave,Suite 200
Southern fines, North Carolina 28387
Attention: Linda Suydam
Facsimile; [phone]
Enmil: IinJa a Ivi._lincd. `I ?p t?yill_rr ip
If to Seller: PNCBank nl •�i N ./ il:,: . ..,,. -�% �
Facsimile: ((�� t2'/3 -,233GS _
Email:/'tart/Cs b ,P c. �7r�d-.L/��''r
21.2 Intentionally Deleted,
21.3 AlferneVS' Fces, If either party commences litigation or other legal proceedings
against the other party to enforce the provisions of this Agreement, then the prevailing party in
the proceeding shall be entitled to recover its costs and expenses, including, bill not limited to,
reasonable attorneys' fees and expert witness fees. Any award of attorneys' fees shall be
determined by the court and not a jury.
21.4 Incorporation of Exhibits. All exhibits,schedules, and other matters attached to
this Agreement are hereby incorporated into this Agreement by(ills reference.
21.5 Entire Agreement. This Agreement, together with any exhibits, schedules, and
other runners attached hereto or incorporated herein by rcl'crencc, constinrtcs one enure contract
between the parties. All terns, conditions, representations, warranties, understandings, and
interpretations contained in any other oral or written communications between the parties are
hereby superseded. In executing this Agreement, (lie panics acknowledge that they are relying
solely on the matters set forth in this Agreement, and not on any other inducements, written or
oral,by the other party or by any agent,employee,or representative thereof.
21.6 Modificaflon of Agreement; Waiver. No modification of this Agreement shall
be effective unless it is in writing turd signed by all or the parties to this Agreement. No waiver
of any term or condition of this Agreement shall be effective unless it is in writing and signed by
the party against Whorl the waiver is sought, and the,, only in the particular circumstances
specified in the writing. No failure by a party to exercise any right or privilege provided by this
Agreement,or to require the timely performance of tiny obligation set forth in this Agreement in
strict accordance with its provisions, shall preclude the exercise of those rights or privileges or
the enforcement of those obligations in different circumstances or upon rile reoccurrence of the
Sallie or similar circumstances. Moreover,the exercise of any remedy provided at law, in equity,
or in this Agreement shall not impliedly preclude the exercise orally other remedy except when,
and only to the extent that, the other remedy is expressly forbidden or limited by file provisions
of this Agreement.
14

21.7 Further Instruments. Each party,promptly upon the written request of the other
or Escrow Agent, shall execute(and have acknowledged, if appropriate) and deliver to the other
or to Escrow Agent, or as may be otherwise reasonably designated, all additional instruments
reasonably requested to evidence or give effect to this Agreement, whether this request is made
before or after the Close of Escrow.
21.8 Reasonableness. Any time this Agreement grants to either party the right to
approve or disapprove of any matter, that party's approval shall not be unreasonably withheld,
conditioned,or delayed,except as otherwise specifically provided in this Agreement.
21.9 Joint and Sevcral Obligations. if Seller is comprised of more than one person,
then the obligations imposed upon Seller shall bejoinl and several.
21.10 Successors and Assig Um Except as provided in Section I8, this Agreement shall
be binding upon and inure to the benefit of the successors and assigns of the parties.
21.11 Time of the Essence. Time is of the essence for the performance or satisfaction
of all requirements,conditions,or other provisions of this Agreement.
21.12 Time Perlods, Except as may otherwise be expressly provided in this
Agreement,the time for performance of any obligation under this Agreement shall expire at 5:00
p.m. (Easter Standard Time)on the last day of the period allowed. If the time for performance
of any obligation under this Agreement expires on a Saturday,Sunday,or legal holiday observed
by the United Stales District Court for the District of North Carolina(the"District Court"),then
the time for performance shall be extended to the next succeeding day that is not a Saturday,
Sunday, or legal holiday observed by the District Court. As used in this Agreement the term
"Judicial(in "shall mean a day that is not a Saturday,Sunday,or legal holiday observed by the
District Court. The lime in which any act is to be performed under this Agreement shall be i
computed by excluding(lie first day and including the last day.
21.13 U,S. Funds. Except for the Earnest Money and Additional Ernest Money which
may be deposited by company check,all amounts payable under this Agreement must be paid in
the Imvfid money of the United Slates of America, by wire transfer, cashier's check, or other
immediately available funds.
21.14 Annlicable Laws; Venuo. This Agreement shall be governed by and construed
in accordance with the laws of the State of North Carolina. The proper venue for any action
arising out of(his Agreement shall be Moore County,North Curolina.
21.15 Construction:Severability. As used in this Agreement,the masculine,feminine,
and neuter gender and the singular or plural shall each be construed to include the other
whenever the context so requires. This Agreement shall be construed as a whole and in
accordance with its fair meaning, without regard to any presumption or rule of const uetion
causing this Agreement or any part of i( to be Mutinied against the party causing the Agreement
to be written. The parties acknowledge that each has had a full and fair opportunity to review
this Agreement and to have it reviewed by counsel. If any term, condition, or covenant of this
IS

Agreement is deemed to be invalid, illegal, or unenforceable, then the invalidity, illegality, or
unenforceability shall not affect the remaining portion of that provision or any other provision of
this Agreement. Each provision of this Agreement shall be deemed to be severable from all of
the other provisions. If any words or phrases in this Agreement have been stricken, whether or
not replaced by other words or phrases,this Agreement shall be construed(if otherwise clear and
unambiguous)as if the stricken matters never appeared and no inference shall be drawn from the
former presence of the stricken matters in this Agreement or from the fact that any matters were
stricken. The table of contents and descriptive headings of the paragraphs, sections, and other
portions of this Agreement are inserted for convenience only and shall not control or affect the
meaning or construction orally provision of this Agreement,
21.16 Buyer's Execution. Buyer shall have no obligation or liability to Seller
whatsoever until such time as Buyer has executed this Agreement and delivered an executed
copy of this Agreement to Escrow Agent. Neither the preparation nor delivery of this Agreement
to Seller for examination shall be deemed to be an offer by Buyer to purchase the Property from
Seller,hilt shall be merely a part of the negotiations between Buyer and Seiler. The execution by
Seller of this Agreement shall be deemed to constitute an offer by Seller to convey the Property
to Buyer upon the terms and conditions of this Agreement, and this offer may be accepted by
Buyer only by the execution of this Agreement by Buyer.
21.17 Counterparts. This Agreement may be executed in counterparts, each of which
may contain fewer than all of the signatures but all of which together shall constitute a single
instrument. Signature pages from different counterparts may be detached and assembled to form
one or more original document(s).
21.18 Like-Kind Exchang . Either party, by notice to the other, may assign the legal
interests In this Agreement to a qualified tax-deferred exchange intermediary for the purpose of
effecting a tax-deferred, like-kind exchange. The other party shall reasonably cooperate with tine
party wishing to assign its interest;provided, however, (hilt the other party shall not be required
to incur any additional costs,liabilities,or delays in connection with this assignment.
21.19 Waiver of Jury Trial. BUYER AND SFLLER HEREBY WAIVE THEIR
RIGHTS TO A TRIAL BY JURY IN ANY ACTION,PROCEEDING,OR COUNTERCLAIM
BROUGHT BY F..ITHER OF THEM AGAINST THE. OTHER OR THEIR SUCCESSORS
WITH RESPECT TO ANY MATTER ARISING OUT OF OR IN CONNECTION WITH THIS
AGREEMENT,
21.20 Confidentiality, Buyer and Seller shall keep all terms of this Agreement
confidential.
21.21 Binding Effect. This Agreement shall not be binding unless executed by and
delivered to both parties on or before October k 2014,
10
16

IN WITNESS WHEREON,Seller and Buyer have executed this Agreement as or the Effective
Date.
SELLER:
PNC Bank
By: // d
Name: ¢ � S J 1�/E
Title: ,ee �� 9rd¢NT
Date: /0
BUYER:
Shallolte Development Group, LLC
a North Carolina limited li ibility c�o many
By:
Name: William C. Ronalter
Titic: Manager
Date: Seotembcr 16,2014
17

ESCROW AGENT ACCEPTANCE:
Escrow Agent hereby agrees to be bound by the provisions of and to perform its
obligations as set forth in this Agreement, and to prepare and file all necessary information,
reports, and returns regarding the transactions contemplated by this Agreement that may be
required by the Internal Revenue Code of 1986 (the "Code"), including, but not limited to,
Internal Revenue Service Form 1099-13 and all other Corms required by Section 6045 of the
Code. Escrow Agent agrees to indemnify,hold harmless,and defend Buyer and Seller for,from,
and against all claims,costs,and liabilities arising from Escrow Agent's failure to file all reports
or forms reasonably required to be filed under the Code, including,but not limited to,reasonable
attorneys fees.
ESCROW AGENT:
By:
Name:
Title:
Date:
18

Exhibit A
I
Legal Description of the Property
I

Exhibit H
NORTH CAROLINA SPECIAL WARRANTY DEED
Ezcisc l'az:S
Parcel Identifier No. Verirred by County an the day
of
Moil/BON l0: Grantee
'Ibis insbument was prepared by:
Bricfdescription for the Index:
THIS DEED made this---_day of. ._._ 2014,by and between
GRANTOR GRANTEE
PNC Bank v�0.�ioA'•-� = "„•„' /:ni Shallollc Development Group,LLC
155 W.New York Avenue,Suite 200
Southern Miles,NC 283R7
The designation Grantor and Gramell as used herein shall include said patties,their heirs,successors,and
assigns,and shall include singular,plural,masculine, feminine or neuter as required by cmltext.
WITNESSE'I'H,Grantor,for good and valuable consideration,does grant and convey,unto Granlec in fee
simple,that certain lot or parcel of land situated in __Count',North
Carolina and more particularly described as follows(Ihe"Property"):
See Exhibit A attached hereto
i
' The I'ral>Crly was acquired by Grantor by deed recorded in Bonk ,page
None of the Property herein conveyed includes the primary residence of orantor.
A map shaving the Property is recorded in Map(look_—,Page
TO HAVE AND TO BOLD the Property and all privileges and appurtenances thereto belonging to
Grantee in fee simple.
And Grmltor covenants with Gramec Iltal (ifmnor has done nothing to impair shell title (is Grmlior
received,and Grantor will warrant and defend the title against the lawful claims of all persons claiming
by,under or through Grantor,other llmn the following exceptions:
SEE EXHIBIT B

IN WITNESS WHEREOF, Grantor has duly executed the foregoing as of the day and year first above
wrilton.
PNC Bank
By:
Its: I
State of North Carolina-County
1,ilia undersigned Notary Public of the County of and Smlo aforesaid,certify that
_ personally came before me this day and acknowledged that he is a
of PNC Bank,and that by authority duly given and as the act of such entity, he
signed the foregoing instrument in Its name on its behalf as its act and deed, Wimess my hand and Notarial stump or
seal,this._day or_,2014.
My Commission Expires:_ _ Notary Public i
(Affix Seal) Notary's Printed or Typed Name
i
I

i
EXHIBIT A
IPmoenv oeserfAl9Il]

EXHIIBJT H
(Permitted Exceptions)
I
The Properly sbnll be subject to the following Permitted Exceptions:
I. 2014 and succeeding years ad valorem taxes.
2. Matters which would be shown by an accurate survey of the Properly.
,ro c/f
W�
I
I
1
1

Exhibit C
NONFORE1GN AFFIDAVIT
Slate of North Carolina )
)ss.
County )
The undersigned, as authorized agent of f
("Transferor"),after being duly sworn upon his oath deposes and says that:
Section 1445 of the Internal Revenue Code provides that a transferee of a U.S. real property
interest must withhold tax If the transferor is a foreign person. To inform
L -_ ("Transferee"), that withholding of lax is not required upon the
disposition of Transferor's interest in the real property described on Exhibit A attached hereto
and by this reference incorporated herein,the undersigned hereby certifies the following:
I Transferor is not a nonresident alien, foreign corporation, foreign partnership,
Foreign bust, foreign estate, or other foreign person within the meaning of
Sections 1445 and 7701 of the Internal Revenue Code and the Treasury
Regulations promulgated thereunder;
2. 'transferor's U.S.Taxpayer Identification Number is:
3. Transferor's business address is: _
Transferor understands that this certification may be delivered to the internal Revenue Service
by Transferee and that any false statement contained in this certification could be punished by
fine, imprisonment,or both.
Under penalties of perjury Transferor declares that it has examined(his certification and to the
best of its knowledge and belief this certification is true,correct,and complete. The undersigned
declares that he has the authority to sign this document on hehalfof Transferor.
By:
Name:
Tille:

Slate ofNorlh Carolina )
ss.
County )
The foregoing instrument was acknowledged before me this day of
,20_by _,the of
for and on behalf thereof.
Notary Public
I
I
I

ADDENDUM TO AGREEMENT FOR PURCHASE AND SALE OF REAL PROPERTY
This ADDENDUM FOR PURCHASE AND SALE OF REAL PROPERTY(this"Addendu ")Is made
between PNC Bank, National Association ("Seller") and Shallolle Development Group, LLC, a North
Carolina limited liability company("Buver"),to be effective October B,2014(the"Effective Dale"). Buyer
and Seller have entered Into that certain Agreement for Purchase and Sale of Real Properly(together with
all exhibits,riders,addenda and supplements thereto,but excluding this Addendum and the dder(s)hereto,
the"Contract')of even date herewith for the sale of real property described as land located east of Myra
Way along the North side of Main St.(alkla Highway 17),and further defined as 6000 Main Street,Shallolle,
North Carolina (Tax Id# 1970006201) and more particularly described In the Contract(together with all
fixtures,buildings, structures and other improvements located thereon(if any), the"Property"). Buyer and
Seller desire to amend, modify and/or supplement certain terms and conditions of the Contract in
accordance with this Addendum.
NOW, THEREFORE, In consideration of the covenants, agreements, representations and
warranties set forth In this Addendum and the Contract,and for other good and valuable consideration,the
receipt and legal sufficiency of which Is hereby acknowledged, Buyer and Seller agree as follows:
1. Addendum Controls.
Notwithstanding anything to the contrary In the Contract,the following terms shall he Incorporated Into,and
made part of, the Contract. In the event any terms of the.Contract and this Addendum conflict, the terms
i
of this Addendum shall control.
2. Condition• Disclaimer;Inspection.
a. The Property is being sold In Its present 'AS-IS, WHERE-IS" condition, WITH ALL FAULTS,
including all defects, known or unknown. Both Buyer and Seller are acting at arm's length to protect their
own Interests,and both Buyer and Seiler shall use their own Independent business judgment concerning the
sale and purchase of the Property. Neither Seller nor any of Seller's shareholders, directors, officers,
employees,affiliates,agents,successors,assigns or salespeople(collectively,the"Seller Parties')make to
Buyer,and Seller and each of the Seller Parties expressly disclaims,any representations,warranties and/or
guarantees,express or Implied,oral or written,of any kind whatsoever as to the Properly,Including,without
limitation,regarding(I)the condition of the Property(including,but not limited to,habitability,merchantability,
legality of use and zoning), (II) the fitness of the Properly for any particular purpose, (ill) the presence or
absence of any hazardous materials or environmental condillon(s) on, at or under the Property, (iv) the
compliance of the Property with applicable Laws (as hereinafter defined) (Including, without limitation,
environmental Laws)or with any and all covenants,conditions or restrictions affecting the Property, (v)the
operating ulllily of any plumbing, heating,ventilating or cooling system,(vi)the roof,(vii)utility service, (vilt)
access,(Ix)water sufficiency,(x)potability,(A)waterproofing,(All the existence,quality or capability of any
appliance or other personal property and/or (xiii) whether the Properly Is subject to a homeowner's or
condominium association. Further, to the extent permitted by applicable Laws, Buyer hereby waives any
and all obligations of Seller to disclose Information regarding the Property (Including, without limitation,
Information regarding homeowner's association and condominium matters)and any and all rights of Buyer
to terminate the Contract due to Seller's failure to disclose any such information.
b. Seller acquired the Properly through bulk purchase,foreclosure proceedings or by deed-In-lieu of
foreclosure and has not occupied the Properly. Withal Intending to limit the generality of subparagraph
2(a)hereof,Buyer agrees and acknowledges that(i)the Properly may not be In compliance with applicable
building, zoning, health or other Laws, (II) the Properly may not be In habitable condition and (III) any
Improvements on the Properly, including the buildings, structures, systems, fixtures, appliances and
personal properly, If any, being sold with the Properly,are not new,may have defects and may need repair
work and/or to be replaced. Seller shall not be responsible for the repair,replacement or modification of any
deficiencies, malfunctions or defects in the material,workmanship or mechanical components/off any such
Buyer(s)InIIlal,It -J�/ SellerinWal G/✓

Improvements prior or subsequent to delivery of the deed for the Property,Including, but not limited to,the
heating,air conditioning and ventilation system,plumbing,storm sewer and sewage disposal systems,septic
tanks, well or other water supply systems, drainage or moisture conditions (including, but not limited to,
mold),foundation,electrical,hot water heater, pools,spas, solar systems, appliances, roofs or damage by
pests or other organisms(including,without limitation,termites or other wood destroying organisms). Buyer
shall not be entitled to any credits for deficiencies in the Property. Buyer shall assume the risk of any adverse
matters with respect to the Property,Including but not limited to,construction defects and adverse physical
and environmental conditions. Buyer agrees that should any cleanup, remediation or removal of hazardous
substances or any other environmental condition on the Property be required after the date of Closing (as
hereinafter defined), Insofar as Seller and Buyer are concerned, Seller shall not have any responsibility
(Including the cost thereof)for such cleanup,removal or remedlalion. Seller shall have no obligation to cure
or satisfy any code violations or close any open permits with respect to the Properly.
c. Buyer will have one hundred fifty(150) days after the Effective Dale (the°Inspectton Period") to
I Inspect the Properly at any reasonable time and from time to time during the Inspection Period. Buyer may
conduct the Inspections and tests desired by Buyer so long as:(a)such tests and inspections do not disrupt
j the use of the Property by the tenants thereof(if any); (b)any damage to the Properly is repaired to at least
as good of a condition as existed prior to the test or Inspection,which obligation shall survive the termination
of the Contract;(c)Buyer shall not conduct any Invasive environmental testing; and(d)prior to any entry,If
requested by Seller, Buyer shall provide Seller with a certificate of Insurance naming Seller as an additional
Insured thereon and evidencing liability and contractual liability coverage reasonably satisfactory to Seller
with respect to Buyer's inspection and testing activities. All Inspections, tests and repairs(if needed)shall
be at no cost or expense to Seller. If Buyer determines,based on Its Inspection of the Property,that Buyer
does not desire to proceed with the purchase of the Properly, then Buyer shall have the right to terminate i
this Agreement by providing written notice to Seiler prior to the expiration of the Inspection Period. In the
event of such termination, Buyer shall receive a refund of the Deposit(as hereinafter defined), and Buyer
and Seller shall be released from any further liability under the Contract or otherwise (except for any
provisions of the Contract that expressly survive the termination of the Contract). If Buyer falls to notify
Seller during the Inspection Period of Buyer's desire to terminate the Contract,then Buyer shall be deemed
to have waived Its right to terminate the Contract pursuant to this Paragraph. Buyer shall indemnify and hold
Seller harmless from and against any and all claims, Injuries, damages and liabilities to persons and/or
properly arising out of or related to the exercise of Buyer's rights under this Paragraph. This Indemnification
provision shall survive Closing or the earlier termination of the Contract.
d. Buyer shall accept conveyance of the Properly at Closing In Its "AS-IS, WHERE-IS" condition,
WITH ALL FAULTS, as of the Closing Date(as hereinafter defined), solely based upon Its reliance on Its
own Judgments. Closing of the sales transaction constitutes acceptance by Buyer of the Property's condition,
and upon said Closing, Seller shall have no further liability for the condition of the Property.
e. All surveys, reports,studies or evaluations of the structural,mechanical,physical or environmental
condition or any other condition of the Property provided to Buyer by Seller are provided solely as an
accommodation to Buyer only for disclosure purposes. There Is no obligation on Seller's part to obtain such
Information. Seller makes no representation or warranty as to the accuracy or completeness of any such
surveys, reports, studies or evaluations or as to the compliance of the reports, studies or evaluations with
recognized professional standards. Further,Seller Is not liable for or bound in any manner by any verbal or
written statements, representations or information relating to the Properly furnished by any real estate
broker,vendor,contractor, agent, employee,servant or other person.
3. Title: Closing Costs.
a. The provisions In the Contract regarding title evidence are hereby deleted. Buyer shall order a title
commitment from a nationally recognized title company promptly after the Effective Date and shall deliver
the title commitment to Sailor promptly upon receipt. Buyer, no later than five(5)days prior to the Closing
Dale, shall notify Seller In writing of any reasonable objections which Buyer may have to any exception
reported in the title commitment obtained by Buyer. If Buyer falls to make such objection on or before fifteen
Buyef(s)InillaI *. f / Sailer lnflial C,/3
-2-

(15)days prior to the Closing Date,then all Items shown on the title commitment shall be deemed accepted
and Buyer shall take title to the Property subject thereto. If Buyer makes any reasonable objection within
the aforementioned timeframe, Seller shall have no obligation to cure any objection to title; provided,
however,Seller,at its option, in Its sole and absolute discretion, shall have the right to extend the Closing
Date for a period of time not to exceed thirty (30) days to attempt to cure any reasonable title objection
properly and timely made by Buyer. in the event Seller Is unable or elects not to cure any reasonable title
objection properly and timely made by Buyer, Seller shall so notify Buyer and Buyer shall have the right to
either(1)terminate the Contract and receive a refund of any and all deposit money paid on account by Buyer
(the" e o ")or(11)waive any and all title objections and proceed to Closing. In the event Soller does not
respond to Buyer's objection notice, Seller shall be deemed to elect not to cure any title objections.
Notwithstanding anything herein to the contrary, other than any reasonable title objection(s) properly and
timely made by Buyer that Seller elects to cure,Buyer shall take title to the Properly subject to the following;
(w)real property taxes and assessments for the current year not yet due and payable;(x)matters that would
be disclosed by an accurate survey;(y)easements,rights-of-way,leases,conditions,covenants,restrictions,
agreements and all other matters of public record; and (z)all laws, regulations and restrictions, Including,
without limitation, building and zoning ordinances,of municipal or other governmental authorities applicable
to and enforceable against the Properly.
b. Regardless of local custom, unless otherwise prohibited by applicable stale law, Buyer shall pay
all title abstracting, title examining, title endorsement, settlement, closing, escrow, document preparation,
HOA transfer fees,and/or similar fees and charges(Including,without limitation,any owner's and mortgagee
title policy premium), with the exception of the deed which will be prepared at Sellers cost. Further,
regardless of local custom, unless otherwise prohibited by applicable state law,Buyer shall pay any and all
transfer taxes,excise tax stamp fees and recording fees arising from the conveyance of the Properly and/or
the recording of the deed.
c. Buyer acknowledges that one or more individuals other than Seller may have access to the
Property pursuant to the existing key or alarm system. Buyer, at Buyer's sole cost and expense, shall be
responsible for changing all locks,master key systems and alarm systems for the Property after Closing.
q. Governmental Approvals.
Buyer is responsible to apply for and obtain,at Buyers sole cost and expense,any certificate of occupancy
and any and all other certificates, licenses and approvals required by applicable Laws with respect to the
acquisition of the Property and/or Buyer's Intended use or development of the Property. All repairs required
In order to comply with applicable Laws are Buyer's sole responsibility and shall be accomplished by Buyer
after Closing and at Buyer's sole cost and expense.
6. Default by Seller.
if Seller wrongfully refuses to convey title of the Property to Buyer, Buyer shall have the right, as Its sole
and exclusive remedy,to terminate the Contract and receive a refund of the Deposit. In the event of such
termination, Buyer and Seller shell be released from any further liability under the Contract or otherwise
(except for any provisions of the Contract (hat expressly survive the termination of the Contract). Buyer
hereby waives all other remedies at law or equity,other than the remedy set forth in this Paragraph.
6. Default by Buyer.
II Buyer defaults under any provision of the Contract(Including,without limitalion, 11 the Contract provides
that "time Is of the essence" and Buyer falls to close the transaction by the Closing Date), then (1) the
Contract shall be,without notice,null and void and of no further force and effect,(ll)Buyer and Seller shall
be released from any further liability under the Contract or otherwise (except for any provisions of the
Contract that expressly survive the termination of the Contract)and(Ill)the Deposit shall be retained by or
paid over to Seller as liquidated damages arising from, and not as a penally for, Buyer's default, which
Deposit has been agreed upon by Seller and Buyer after due deliberation and discussion as constituting a
s�
Buyer(s)Initial VCe / Seller Initial C3
•3-

good faith estimate of the damages of Seller In the event of a default by Buyer, Seller's actual damages
being difficult, If not Impossible, to ascertain. If the Contract does not provide that"time Is of the essence"
and Buyer falls to close the transaction by the Closing Date, then Seller will have the right to declare time
to be of the essence by providing nollce of such default to Buyer. Such notice of default will stale that Seller
Is declaring time to be of the essence with respect to closing the sales transaction and will provide a
deadline for closing of the sales transaction, which deadline will not be earlier than five (5)days or later
than thirty(30) days following the date of the default notice. The burden of closing the sales transaction
will thereafter be Buyer's responsibility even If It Is not so stated in the Contract. Thereafter, It Buyer falls
! to close the sales transaction by the deadline glven in the default notice, then (1) the Contract shall be,
without notice, null and void and of no further force and effect,(11) Buyer and Seller shall be released from
any further liability under the Contract or otherwise(except for any provisions of the Contract that expressly
survive the termination of the Contract)and(ill)the Deposit shall be retained by or paid over to Seller as
liquidated damages arising from,and not as a penalty for, Buyer's default,which Deposit has been agreed
upon by Seller and Buyer after due deliberation and discussion as constituting a good faith estimate of the
damages of Seller In the event of a default by Buyer, Seller's actual damages being difficult, If not
Impossible,to ascertain.
7. Brokerage.
Except for Coastwalk Real Estate, LLC ("Seller's BrokeP) and Creative Commercial Properties("Buyer's
Broker'), Seller and Buyer each covenant, represent and warrant that neither has had any dealings or
communications with any broker or agent In connection with the consummation of the Contract,and each
covenants and agrees to pay, hold harmless and Indemnify the other from and against any and all cost,
expense(Including reasonable alicrneys'lees)and liability for any compensation,commissions or charges
claimed by any other broker or agent with whom the Indemnifying party dealt with respect to the Contract
or the negotiation thereof. Seller's Broker shall be paid a commission at the Closing in accordance with the
terms of a separate agreement among Seller and Setter's Broker. The Buyer's Broker will be paid a 2.75%
commission from the Seller's Broker at Closing. The provisions of this Paragraph shall survive the
termination of the Contract and the Closing.
8. RELEASE: INDEMNIFICATION.
WITHOUT LIMITING THE PROVISIONS OF SUBPARAGRAPH 2(s)OF THIS ADDENDUM,BUYER,ON
BEHALF OF ITSELF AND ITS SHAREHOLDERS, DIRECTORS, OFFICERS, EMPLOYEES,
i AFFILIATES,AGENTS,HEIRS,EXECUTORS,ADMINISTRATORS,SUCCESSORS AND ASSIGNS(AS
APPLICABLE) (COLLECTIVELY, THE "BUYER PARTIES'), HEREBY RELEASES AND FOREVER
DISCHARGES SELLER AND THE SELLER PARTIES FROM ANY AND ALL CLAIMS, CAUSES OF
ACTION, LIABILITIES, DAMAGES, SUITS, PROCEEDINGS, OBLIGATIONS AND OTHER
RESPONSIBILITIES OF EVERY SORT OR KIND WHATSOEVER, WHETHER AT LAW OR EQUITY,
WHICH BUYER OR ANY OF THE BUYER PARTIES EVER HAD, NOW HAS OR CAN,WILL OR MAY
I HAVE AGAINST SELLER OR ANY OF THE SELLER PARTIES, ARISING OUT OF OR RELATING TO
THE CONTRACT, THIS ADDENDUM, THE PROPERTY ANDIOR THE TRANSACTIONS
CONTEMPLATED BY THE CONTRACT AND/OR THIS ADDENDUM, BUYER AGREES TO INDEMNIFY
AND HOLD SELLER AND EACH OF THE SELLER PARTIES HARMLESS FROM ANY LOSS,DAMAGE,
JUDGMENT, LIABILITY OR EXPENSE (INCLUDING, WITHOUT LIMITATION, COUNSEL FEES AND
COURT COSTS)SUFFERED BY OR RENDERED AGAINST SELLER ANDIOR ANY OF THE SELLER
PARTIES ON ACCOUNT OF ANY CLAIMS ARISING OUT OF OR RELATING TO THE PROPERTY
(INCLUDING, WiTHOUT LIMITATION, ANY DEFECT IN THE PROPERTY AND/OR THE PHYSICAL
CONDITION OF THE PROPERTY OR ANY PART THEREOF(INCLUDING,BUT NOT LIMITED TO,ANY
ENVIRONMENTAL CONDITION)), THE CONTRACT, THIS ADDENDUM AND/OR THE
TRANSACTIONS CONTEMPLATED BY THE CONTRACT AND/OR THIS ADDENDUM. BUYER
ACKNOWLEDGES AND AGREES THAT BUYER HAS CAREFULLY READ THE FOREGOING
RELEASE AND INDEMNITY, KNOWS AND UNDERSTANDS THE CONTENTS THEREOF AND
GRANTS AND AGREES TO THE SAME AS BUYER'S OWN FREE ACT AND DEED, THE/PROVISIONS
Buyer(s)Initial�/ Sellerinlllal
-4-

OF THIS PARAGRAPH SHALL SURVIVE THE TERMINATION OF THE CONTRACT AND THE
CLOSING.
g. Aselgnment.
Buyer may not assign the Contract, this Addendum and/or all or any part of Its rights and obligations
thereunder to one or more parties without the prior wrilten consent of Seller,which consent may be withheld
or given In Seller's sole discretion. Any and all requests by Buyer for Seller's consent to the assignment of
the Contract,Ihls Addendum and/or all or any part of Its rights and obligations thereunder must be submitted
to Seller at least five(5)days prior to the Closing Date. If Seller shall consent to an assignment of Buyer's
rights and obligations under the Contract and/or this Addendum,Buyer shall remain liable for all obligations
thereunder through the Closing Date.
10. Madlation/Arbitratlon,
Seller does not agree to mediation/arbllralion,and the parties hereby acknowledge and agree that any and
all references thereto in the Contract are deleted In their entirety.
11. Proratlon of Real Estate Taxes.
Real estate taxes shall be prorated on a lax year basis. If Closing occurs before the tax rate Is fixed for
the tax year In which Closing occurs, real estate taxes shall be based upon the tax rate for the preceding
tax year applied to the latest assessed valuation and shall be final as of the Closing.
12. Eetonnsl Certificates.
Seller shall not be obligated to deliver any estoppel certificate(s)or similar documentation with respect any
agreements or donumenis(including,without limitation, leases) (If any) that encumber the Property, and
the parties hereby acknowledge and agree that any and ell roforences thereto In the Contract are deleted
In their entirety.
15. Closingl Sneclal Warranty Deed.
The term"Closing"as used In this Addendum shall mean the dosing of the transaction contemplated In
this Addendum and shall occur five(5)days following the last day of the Inspection Period and pursuant to
the Contract(including, without limitation, Seller's receipt from Buyer of the purchase price payable with
respect to the Property). The term"Closing Date" as used in this Addendum shall mean the date of the
Closing. Any and all references to a deed shall mean a Special Warranty Deed. The parties hereby
acknowledge and agree that Seller shall execute a Special Warranty Deed for Closing.
14. Comnilance.
a. Buyer represents, warrants and covenants to Seller that (1) no Covered Entity (as
hereinafter defined)or any Person(as hereinafter defined)providing funds to Buyer for the purchase of the
Property is a Sanctioned Person (as hereinafter defined); (II) no Covered Entity Is directly or Indirectly
controlled by a Sanctioned Person; (III) none of the funds used by Buyer to purchase the Properly will be
derived from any unlawful activity;(Iv)each Covered Entity is In compliance with,and shall continue to comply
with, all Anti-Terrorism Laws(as hereinafter defined); and (v) Buyer Is not acting hereunder and will not act
hereunder for or on behalf of a Sanctioned Person.
b. Buyer shall provide to Seller all information reasonably requested by Seller from time
to time relating to the sources of funds and/or Persons conducting business with Buyer, Including, but
not limited to, the full legal name of Buyer and/or the beneficial owners of Buyer, their primary residences
or places of business,social security numbers or company tax Identification numbers,dales of birth and/or
Buyer(s)Initial��R / Seller Initial C/J
-5-

their percentage ownership of Buyer and copies of Buyer's and/or its beneficial owners'organizational and
governing documents.
c. In the event that(i)any of the representations or warranties contained In subparagraph(a)
above shall be Inaccurate or Incomplete,(II)it Is determined that any covenant set forth in subparagraphs
(a)or(b)above has been breached, (III)the information Buyer provides under subparagraph(b)above Is
Inaccurate or Incomplete and/or IN) Seller determines, in its good faith judgment, that completion of the
purchase and sale of the Properly could violate any Anti-Terrorism Law or any other Law,then Seller shall
have the right to terminate the Contract whereupon the Deposit shall be returned to Buyer without Interest
and Seller shall be released from any further liability under the Contract.
d. As used in this Paragraph, the following terms shall have the meanings set forth below:
"Anti-Terrorism Laws" means any Laws relating to terrorism, trade sanctions programs and
embargoes, import/export licensing, money laundering or bribery, and any regulation, order, or directive
promulgated, issued or enforced pursuant to such Laws, all as amended,supplemented or replaced from
time to time.
"Covered Entity" means (a) Buyer and each direct or Indirect subsidiary of Buyer and (b) each
Person(as hereinafter defined)that, directly or Indirectly,is in control of a Person described In clause(a)
above. For purposes of this definition,control of a Person means the direct or Indirect(x)ownership of,or
power to vote,26%or more of the Issued and outstanding equity Interests having ordinary voting power for
the election of directors of such Person or other Persons performing similar functions for such Person, or
(y) power to direct or cause the direction of the management and policies of such Person whether by
ownership of equity Interests,contract or otherwise.
"Law means any law(s) (Including common law), constitution, statute, treaty, regulation, rule,
ordinance,opinion, Issued guidance,release, riling,order,executive order, Injunction,writ,decree, bond,
judgment,authorization or approval,ilen or award of or any settlement arrangement,by agreement,consent
or otherwise,with any governmental authority,foreign or domestic.
"Person" means any natural person, corporation, limited liability company, trust, joint venture,
association,company, partnership,governmental authority or other entity.
"Sanctioned Person"means any Individual person,group,regime,entity or thing listed or otherwise
recognized as a specially designated, prohibited,sanctioned or debarred person, group, regime, entity or
thing, or subject to any limitations or prohibitions(Including but not limited to the blocking of property or
rejection of transactions), under any Anti-Terrorism Law.
16. Waiver of Jury Trial,
IT IS MUTUALLY AGREED BY AND BETWEEN SELLER AND BUYER, TO THE EXTENT PERMITTED
BY APPLICABLE LAW,THAT THE RESPECTIVE PARTIES HERETO SHALL AND DO HEREBY WAIVE
TRIAL BY JURY IN ANY ACTION, PROCEEDING OR COUNTERCLAIM BROUGHT BY EITHER OF THE
PARTIES HERETO AGAINST THE OTHER ON ANY MATTERS WHATSOEVER ARISING OUT OF OR
IN ANY WAY CONNECTED WITH THE CONTRACT AND/OR THIS ADDENDUM,THE PROPERTY OR
THE TRANSACTIONS CONTEMPLATED BY THE CONTRACT AND/OR THIS ADDENDUM. EACH
PARTY ACKNOWLEDGES THAT IT HAS READ AND UNDERSTANDS THIS WAIVER AND HAS BEEN
ADVISED BY COUNSEL AS NECESSARY OR APPROPRIATE.THIS WAIVER IS MADE KNOWINGLY
AND VOLUNTARILY BY THE PARTIES HERETO.
16. Representations and Warranties.
For the purposes of the representations and warranties(If any)of Seller set forth In the Contract and/or this
Addendum that are not negated or disclaimed pursuant to this Addendum, all such representations and
Buyer(s)Initial l//C/r ! Seller Initial l�/✓
-6-

I
warranties shall be limited to the best of Seller's knowledge, regardless If stated as such In the Contract
and/or Addendum.As used herein, "the best of Seller's knowledge": (1)shall mean the actual knowledge
and information, without any inquiry or Investigation or any duly to do so (as distinguished from, and to
exclude, what Is exclusively constructive knowledge or receipt of constructive notice), of Charles Bultle,
being the person responsible for the current management and operation of the Properly,(it)shall not include
any Information which Seller or its agents,counsel,directors,officers,employees,management companies
or leasing agents, or any other Seller Parties, as a reasonably prudent person, should reasonably have
known and (Ili)shall expressly exclude any stale of facts or matters of which Buyer has knowledge as of
the Closing Dale. The representations and warranties of Seller,If any,do not survive the Closing.
17, Confidentiality,
Both before and after the Closing, Buyer agrees that II shall keep confidential,and shall make reasonable
efforts to have its partners,employees,officers,directors,shareholders, agents,counsel,accountants and
affiliates(as applicable)keep confidential,the terms of the Contract and thle Addendum,and all Information,
records, materials and other data pertaining to the Properly which was acquired or learned from the
Contract,this Addendum or the negotiations relating thereto or arising out of the transactions contemplated
by the Contract or this Addendum,except to the extent necessary to effect the transactions contemplated
hereby.The provisions of this Paragraph shall survive the Closing and the termination of the Contract.This
Paragraph is not Intended to prohibit the release of Information which is already public or the advertising of
the Property after Closing.
18. Time of Essence.
Time shall be of the essence In the payment of all sums and performance of all obligations under the
Contract and this Addendum. If any date or period provided for In the Contract or this Addendum shall and
on a Saturday, Sunday or legal holiday, than the applicable date or period shall be extended to the first
business day following such Saturday,Sunday or legal holiday.
19. Counterparts.
This Addendum may be executed In several counterparts,each of which shall be deemed an original,and
all of such counterparts together shall constitute one and the same Instrument. For purposes of the
foregoing, facsimile signatures or signatures transmitted by e-mail or PDF shall have the same force and
effect as original signatures.
20. Hearlinns.
The headings used in this Addendum are for the convenience of the parties only and shall not be used to
Interpret the Addendum or the Contract.
21. Severabllity.
Every provision of the Contract and this Addendum Is Intended to be severable,and If any term or provision
thereof shall be Invalid,Illegal or unenforceable for any reason,the validity,legality and enforceability of the
remaining provisions shell not be affected or Impalred thereby, and any Invalidity, Illegality or
unenforceabllity In any Jurisdiction shall not affect the validity, legality or enforceability of any such term or
provision in any other jurisdiction.
22. Condemnation and Destruction.
(a) Risk of toss to the Properly from fire or other casually shall be borne by Seller until Closing.
If the Properly or any material portion thereof is damaged or destroyed by fire or other casually prior to the
Closing,Buyer shall have the right to elect either(1)to terminate this Agreement,and(11)to accept the Land
and Improvements In such damaged condition on the Closing Date, in which case Seller shall assign to
Buyer(s)Initial / Seller Initial C
-7-

Buyer all of Seller's right, title and Interest In the Insurance proceeds to be pald on the claim of loss and
there shall be no reduction of the Buyer Price. Buyer shall deliver written notice to the other party of such
party's election herein within thirty (30) calendar days after Buyer has received written notice of such
damage or destruction from Seller. Upon any terminallon of this Agreement by Buyer pursuant to this
Section 11(a), the Deposit (and all accrued Interest thereon) shall be returned by the Title Company to
Buyer,and this Agreement shall be deemed to be terminated and the parties hereto shall have no further
obligations to or recourse against each other with regard to the matters provided for herein except for the
rights and obligations which expressly survive the termination hereof.
(b) If prior to the Closing all or any material portion of the Property becomes the subject of a
condemnation proceeding by a public or quasl-public authority having the power of eminent domain, Seller
shall immediately notify Buyer thereof In writing and Buyer may elect either(1)to terminate this Agreement
or(if)to accept the Properly together with an assignment by Seller to Buyer of all of Seller's rights to the
proceeds from such proceeding. If Buyer elects to terminate this Agreement, It shall so notify such other
party within thirty (30) calendar days after Buyer has received written notice of such proceedings from
Seller. If this Agreement Is terminated by Buyer pursuant to this Section 11(b), the Title Company shall
return the Deposit(and all Interest accrued thereon) to Buyer, and this Agreement shall be deemed null
and void and the parties hereto shall have no further obligations to or recourse against each other with
regard to the matters provided for herein except for the rights and obligations which expressly survive the
termination hereof. If Buyer shall not elect to terminate this Agreement as provided In this paragraph, the
transaction shall proceed as contemplated herein, In which event Buyer shall be entitled to receive all
proceeds of any award or payment in lieu thereof,and there shall be no reduction of the Buyer Price.
[Remainder of Page Intentionally Leff Blank.]
Buyer(s)Initial wv'l / Seller Initial C
•B-

IN WITNESS WHEREOF, Buyer and Seller have executed this Addendum intending to be legally
bound hereby.
WITNESS: Seller:
PNC BANK
� NATIO�NAL ASSOCIATION
Name: Charles Butlle
Title: Vice President
EIN: 22-1146430
WITNESS: Buyer:
SHAL'L'O/TTEE DDEEVELOPMENNTGROUP, LLC
Name:4 VI //"µ n C. ROna.l491-
Title: /TIA M tP/✓
EIN:

MAR 13 2015 1
BY:----- _
SECOND AMENDMENT
TO
REAL ESTATE PURCHASE AND SALE AGREEMENT AND ESCROW INSTRUCTIONS
THIS SECOND AMENDMENT TO REAL ESTATE PURCHASE AND SALE
AGREEMENT AND ESCROW INSTRUCTIONS(this "Amendment") is made and entered into
as of February 23, 2015 by and between Shallotte Development Group, LLC, a North Carolina
limited liability company("Buyer")and PNC Bank National Association
RECITALS
A. Seller and Buyer previously entered into that certain Real Estate Purchase and Sale
Agreement and Escrow Instructions dated October 8, 2014, as amended (the "Agreement"), with
respect to the real property situated in Shallotte.NC and more particularly described therein.
B. Seller and Buyer desire to amend certain provisions of the Agreement as set forth
herein.
NOW, THEREFORE, in consideration of the Agreement, the foregoing Recitals, the
mutual agreements, covenants and promises contained in this Amendment, and good and
valuable consideration, the receipt, sufficiency and validity of which is hereby acknowledged,
Seller and Buyer agree as follows:
I. Capitalized terms used in this Amendment without definition shall have the
meanings assigned to such terms in the Agreement unless the context expressly requires
otherwise.
2. Approval Date is extended until April 27,2015 for Wetland permitting. All other
contingencies have been waived.
3. Except as modified by this Amendment, the Agreement remains in full force and
effect. All references in the Agreement to "this Agreement" shall be deemed references to the
Agreement as modified by this Amendment.
4. This Amendment may be executed in any number of counterparts, each of which
shall be an original, but all of which shall constitute one and the same instrument.
Page 1 of 2

IN WITNESS WHEREOF, the parties hereto have executed this Amendment to the Real
estate Purchase and Sale Agreement and Escrow Instructions for Shallotte, NC on the day and
year first set forth above.
BUYER:
Shallotte Development Group, LLC,
a North Carolina limited liability company
V
By:
Name: t, TL4, 'Sr.
Title: ,- AGtt Am ,rn.at�
Date: a•as•,5
SELLER:
PNC Bank National AssociationAssociation, �9
By: � 19 �7X-
Name: L'�i r/� ZG 7�7
Title: tl:c,e-
Date:
Page 2 of 2

C201428700267
SOSID: 1406810
Date Filed: 10/15/2014 9:44:00 AM
State o North Carolina Elaine F.SecretMarsary
f North Carolina Secretary of State
Department of the Secretary of State
C2014 287 00267
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to§57D-2-20 of the General Statutes of North Carolina,the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Shallotte Development Group, LLC
j (See Item Iofthe Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executingthese articles of organization in the capacity of member,organizer or both.
Note: This document must be signed by all persons fisted.)
Ralph J. Ronalter,Jr.: 155 W. New York Ave..Suite 200,Southern Pines, NC 28387 (Member)
William C. Ronalter: 155 W. New York Ave.,Suite 200,Southern Pines,NC 28387(Member)
Pine Hill Trust dated December 17 2013. 9708E Laurel Lane Scottsdale AZ 85260 (Member)
3. The name of the initial registered agent is: Linda Suydam
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 1241 Turnpike Road
City Laurinbure State: NC Zip Code: 28352 County: Scotland
5. The mailing address,if different from the street address, of the initial registered agentoffice is:
Number and Street
City State: Zip Code: County:
6. Principal office information: (Selecteither a or b.)
a. N The limited liability company has a principal office.
The principal office telephone number: 910-695-3694
The street address and county of the principal office of the limited liability company is:
Number and Street: 155 W. New York Ave.,Suite 200
City: Southern Pines State: SIC— Zip Code: 28387 County: Moore
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised January 2014) 1 (Form L-01)

C2O142870O267
The mailing address,if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. ❑The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include(e.g.,the purpose of the entity)
are attached.
8. (Optional):Please provide a business e-mail addre P"nocy xedoG�o�:
The Secretary of State's Office will e-mail the business au
when a document is filed. The e-mail provided will not be viewable on the website. For more information on why
this service is offered,please see the instructions for this document.
9. These articles will be effective upon filing,unless a future date is specified:
This is the day of _ 20
Signature
Ralph J. Ronalter,Jr., Member
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item#2 above.
Pine Hill Trust dated December 17, 2013, Member
a�
Signature ` S19
re
William C. Ronalter. Member David A. Long(as Trustee)
Type and Print Name and Title Type and Print Name and Title
Signature Signature
Type and Print Name and Title Type and Print Name and Title
NOTES:
1. Filing fee is$125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O.Box 29622 RALEIGH,NC 27626-0622
(Revised January 2014) 2 (Form L-01)

East Coast Engineering & Surveying, P.C..
ENGINEERS•PCAN ERS•SURVEYORS
March 12,2015
Ms.Christine Hall
NCDENR—Division of Energy, n4ineral and Land Resources �AR 12 ?Q�5
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Tractor Supply Company
Brunswick County, North Carolina a 3�
High Density Stormwater Permit—Express Submittal c ' HD 3/O�Q1S
Dear Ms. Hall:
Enclosed are the Express Permit Fees required for Tractor Supply Company in Shallotte,North Carolina.
This submittal is for a High Density Commercial Stormwater Permit with 4.9 acres of disturbance
draining to an on-site pond. It is my understanding that an express permit fee of$4,000 is required for the
express Stormwater and express erosion control review. A check in the amount of$4000 is enclosed for
this purpose. A separate check in the amount of 5325 is included for the standard review fee for erosion
control. The breakdown of the fees is as follows:
Stormwater/Erosion Control Express Fee=$4,000
(high density, directed to an on-site system)
Erosion Control Area of Disturbance=$325
(S65/acre for 4.9 acres—rounded to 5 acres)
If you have any question or require any additional information, please contact me at our,office.
Sincerely,
J. Christian Russell, P.E.
Enclosure: Check for$4,000.00
Check for$325.00
copy: Mr. Ralph J. Ronalter(Shallotte Development Group, LLC)
Rhonda Hall (NCDENR-Land Quality)
File: 1445(Tractor Supply Company)
4918 MAIN STREET•POST OFFICE BOX 2469•SHALLOTTE,NORTH CAROL\NA28459.TEL:[phone].Fax:[phone]
FIRM LICENSE NUMBER: C-3014

C201009600319
SOSID:0390376
Date Filed: 5/11/2010 10:42:00 AM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C201009600319
APPLICATION FOR CERTIFICATE OF WITHDRAWAL
Pursuant to§55-15-20or§55A-15-20 of the General Statutes of North Carolina,the undersigned corporation hereby applies to the
Secretary of State for a Certificate of Withdrawal and for that purpose submits the following statement.
1. The name of the foreign cods:AEI Fund Management XX,Inc.
2. The corporation is organized under the laws of:Minnesota
3. The corporation is not transacting business or conducting affairs in the State of North/Carolina and surrenders its authority to
transact business or conduct affairs in this State.
4. The corporation revokes the authority of its registered agent to accept service of process and consents that service of process in
any action or proceeding based upon any cause of action arising in the State of North Carolina,or arising out of business
transacted or affairs conducted in North Carolina,during the time the corporation was authorized to transact business or conduct
affairs in North Carolina may hereafter be made on such corporation by se If
rvice thereof on the Secretary of State.
5. The mailing address to which the Secretary of State may mail a copy of any process served on the Secretary of State pursuant to
the paragraph above is: /r
CIO-AEI Fund Management,Inc.-Attn: Pat Keene /
Address 30 East 7th Street,Suite 1300
City,State,Zip Code St.Paul,MN 55101 ///
6. The corporation hereby agrees to file a statement of any subsequent change in its mailing address with the Secretary of State.
7. This application will be effective upon filing,unles4adate and/or time is specified:
This the 70dayof 20/(�
AEI Fund Management XX,Inc.
' Nam of Corpo .lion
t�
Signature'
Type or Print Name and Title
NOTES
1. Filing fee is S25. This application must be filed with the Secretary of State.
CORPORATIONS DIVISION P.0.BOX 29622 RALEIGH,NC 27626.0622
(Revised October,2002) (Form BE-08)
NaV-M39/i0M c r Syt=Wine

/ �A lam, •�f„r ���,}� � r
e BERMS
YYVVaa
����'�' •'fie���• % ���� ``�,� � �(f�_
t
Vi �.n► , v
« ` 1 i�

i DENOTES APPROXIMATE
\`` \\` ' \ ' ,•` rrWAl.lAf! LOCATION OF CPT SOUNDING
BiR1011YfAT4l \ i aCM11 mM
DENOTES APPROXIMATE LOCATION
CIV,J E �'�` I\\ OF CPT SOUNDING WITH SHEAR
WAVE VELOCITY MEASUREMENTS
! / 1-3
S / / ' DENOTES APPROXIMATE LOCATION
it \ OF HAND AUGER BORING
I 1 \
DENOTES APPROXIMATE LOCATION
OF INFILTRATION TESTS
If
/ TRACT? \`\�
V 1 , IbAOIY ,
1 . /
wlws
nrum 2
1-2
NOR ) TRACI72 / \
1�
S-6 \ i; SFCVBITY SAVINGS BANK
1 'K-7
\I I i i $'1 v" \ \ `1 Trrro`iena e'rvce'm"'A.nx
8-2 d \
-S4
s-
11 1.�; one K f
y
TRACT I
/I Awew•n
ALVIN BRYAN WILLIS
IrmuWavx,eAWw I j/ / / / nx nuv.vAr mmn
mwwrtor+wrxwA � r/ / �"
V /
%I i 1
rrv„m
I
!� ENGINEER DRAFTING
WEG
EXPLORATION TRACTOR SUPPLY COMPANY SCALEN $ SHEET
LOCATION DIAGRAM RR O. 2222045
Shallotte, North Carolina
__ DATE 12/22/2014

Tractor Supply Company
Operator Cyr[o Robison Cone Number DSA1123 Location Shsllotte,North Cerohne
Project Number 22-22045 Date and Time 12/19/2014 10:24:54 AM Sounding Number 9-1
Water Table 7.51 It GPS 3357.8812N,07823.8756W County Brunswick__
= CPT DATA
REMARKS
CL. J
LU Tip pNhunce Local Friction Pore Pressure SPT N' � 00
0 Ot TSF 450 0 Fs TSF 14 .12 Pw PSI 8.0 60%Hammer 8012
0
Ii : LT 'lilt II
IIIIIIII ( I I I I I IIIII II I I I I I IIII , '' I
5 I I I I I I I I ( I I I I I _IIIII III I I _ I I I I I I I I I I I I I
IIIIIIII I I I I I ( IIIII I I IIIIII IIIIIII
( IIIIIII ( I I I I I ( IIII I I ( I I I I I ( III
10 IIII ( IIIII II
T- I- T T-I T 1 IT T T U T TI T T T - T j
! III ( I I I I I IIIII I I I IIIII l
IIII I I I I I IIIII I I IIIIIII III
,5 � firtl fi1- -1 tT ( TIT fi T1- rtfil IIII
I I I I I I I I I I I I I
20
IIIIIIII ( I I I I I IIIII III IIIIIII IIIIIIIIIII
IIIIIIII ( I I I I I IIIII III I I I I I I I IIIIIIIIIII
2s !
I - sensitive fine grained ■4- silty clay to clay ■7- silty sand to sandy silt a 10- gravelly sand to sand
2- organic material ■5- clayey silt to silty clay 8- sand to silty sand 9 11 -very stiff fine grained(')
! ■3- clay ■6- sandy silt to clayey silt 9- sand 0 12- sand to clayey sand(')

Tractor Supply Company
EC i Operator Cory Robison Cone Number DSA1123 Location Shallotte,North Carolina
Project Number 22-22045 Date and Time 12/19/201411.07:52 AM Sounding Number S-2
Water Table 7.12 ft GPS 3357.8810N,07823.8813W County Brunswick
= CPT DATA o
REMARKS
a pia
0 Tip Resistance Local Friction Pore Pressure SPT N' 0 m
0 Ql TSF 190 0 Fs TSF 2 -4 Pat PSI 810 60%Hammer 30111
0
I I I I I I i
5
IIIIII !
Illlll I I I i
10
FF
III I I
20
IIII I i I I I i l l
IIIIII ' i l l l l l l IIII
III ! I I I I I I IIII
- �-
1I I I I I I I I I I I I IIIIIIIIIII
IIIIIII I i l l I I I I I IIIIIIIIIII
25
■1- sensitive fine grained ■4- silty clay to clay ■7- silty sand to sandy sift at 10- gravelly sand to sand
■2- organic material ■5- clayey sift to silly clay - 8- sand to silty sand r 11 -very stiff fine grained(')
■3- clay ■6- sandy silt to clayey silt s 9- sand 11112- sand to clayey sand(')

Tractor Supply Company
Operator Cory Robison Cone Number DDG1299 Location Shallotle,North Carotins
Project Number 22-22045 Date and Time 12/19l20141:04:01 Pill Sounding Number S3
Water Table 6.50 ft GPS 3357MUN,07=45631111f County Brunswick
It
CPT DATA
a J = LU CL
REMARKS
U Tip Resistance Local Friction Pore Pressure Seismic Velocity SPT N' LLI
m
0 Ot TSF 900 0 Fs TSF 3 -10 Pw PSI 30 0 Ws 90010 60%Hammer 90
II i IIII i
IIIIIIII i 'I IIIII IIIIIII II
IIII _ •,I`a'I
5 J _ _ _ _ _ _
IIIIIIII I � IIIII IIIIIII
IIIIII III Illlii"I
tO LI IIII _ IIIIIII
1-1 T l T I - - - Tf �I IT T1 T�
IIIIIIII � IIIIIII IIII '
IIIIIIII I I I IIIII IIII � IIIII '
,5 V 1-111 _ . -- - T1 T t t fit rt Irt t� �-
IIIIIIII � I " III IIIII � IIIIIII
20
IIIIIII I I i III IIIIIII IIIII
fit H -I -F tI + 1-T H H f-i
IIIIIII IIIIIII
( IIIII IIIII IIIIIII IIIIIII IIII IIII
25
1 - sensitive fine grained ■4- silty clay to clay Is 7- silty sand to sandy slit a. 10- gravelly sand to sand
■2- organic material ■5- clayey silt to silty clay 8- sand to silty sand ■ 11 -very stiff fine grained(')
■3- clay all 6- sandy slit to clayey silt 9- sand 0 12- sand to clayey sand(')

Tractor Supply Company
Operator Cory Robison Cone Number DSA1123 Location Shallotle,North Carolina
Project Number 22-22045 Date and Time 1 2/1 912014 11.4:49:59 AM Sounding Number $4
Water Table 6.89 ft GPS 3357.8660N,07823.8734W County Brunswick
= CPT DATA
REMARKS
a Ow (L
uJ
WO v Tip Resistance Local Friction Pore Pressure SPr M 0 Cal }
0 Ot TSF 100 0 Fs TSF 2 -1 _ Perm 9 0 W%FWnner 25 ~ „
l i l l l l l l I I I I I I
IIIIIIIII I I I I I I ' � � '
IIIIIIIII I I I I I I I IIIIII ! I
10 IIIIIIIII I I ( IIIII ',
T IT lT -1-1- - � - - - 1 -T T- T- - 7 -1
IIIIIIIII I I II
IIIIIIIII l I I I I I I III
1- T -1 11111
I I I I I III
20
25
III III I I I I I I I I I III
I I I I I I I I I I I I I I I I I I IIIIIIIIIII
I I I I I I I I I I I I I I I I I I IIIIIIIIIII
1 - sensitive fine grained ■4- silty clay to clay ■7- silty sand io sandy silt p 10- gravelly sand to sand
i 2- organic material ■5- clayey silt to silly clay 8- sand to silty sand w.11 -very stiff fine grained(')
r ■3- clay ■6- sandy silt to clayey silt 9- sand IN 12- sand to clayey sand(')

Tractor Supply Company
Operator Cory Robison Cone Number DSAI123 Location Shallotte,North Caroline -
Project Number 22-22045 Date and Time 12MR1201411:33:25AM Sounding Number S-5
Water Table 6.56 It GPS _3357.8594N,07823.SSB5W County Brunswick
cr
= CPT DATA
0
REMARKS
J
u Tip Resistance Local Friction Pore Pressure SPT N• m >a
TO Qt TSF 60 0 Fs TSF 1 0 _ Par PSI 4 0 60%Hammer 18
2
IIIII I ' ' ' I
III _ Illllli
4
1 I I IIIIII '
6 -4 -
i IIIII I IIIII � I
I I I I I I I I I I l i I I III ! '
-� - - -- - i t t-Irt fi
I I I I l l l l l I IIIIIIII
16 1 1 I - 1IIII _ _ I Illllli
III III I IIIIIII
IIIIIIII IIIIIIIIIII
12
■1- sensitive fine grained ■4- silty clay to clay 1117- silty sand to sandy silt ■10- gravelly sand to sand
1112. organic material a 5- clayey silt to silty clay 8- sand to silty sand a 11 -very stiff fine grained(*)
■3- clay 0 6- sandy silt to clayey silt 9- sand 0 12- sand to clayey sand(')

Tractor Supply Company
Operator _ Cory Roble n Cone Number DSA1123 Location Shallotte,North Carolina
Project Number 22-22045 Date and Time 12 19/201410:51:19 Ald Sounding Number SB
Water Table 6.79 it GPS 3357.8847N,07823.8626W County Brunswick
CPT DATA
REMARKS
LU
a Owa
WO E Tip Resistance Local Friction Pore Pressure SPT N• m
0 Ot TSF 180 0 Fs TSF 2 0 par PSI 4 0 60%Hammer 30 .
12
2 - — — - ---- - - -�. - - -- - --
4
I i I I Illli ' ' '
9
l i l l l l I I I ' IIIIII
I I I I I I I I I I I I IIIIIIIIIII
12 1 i I I I I
1 - sensitive fine grained ■4- silty clay to clay ■7- silty sand to sandy silt P 10- gravelly sand to sand
w2. organic material ■5- clayey silt to silty clay 8- sand to silty sand [ 11 -very stiff fine grained(')
■3- clay 0 6- sandy silt to clayey silt 9- sand 0 12- sand to clayey sand(')

DCP TEST DATA
Project: Tractor Supply Company_ Date: 18-Dec-14
Location: K-6 Soll Type(s):Clean Sand 5 Sandy Clay
na. Sal type
O 10.rl� Oa
•17.6 roe. O a
0 spin Hemmers usN NI oNe:Is
No.of Accumulative Type of CBR
Blows Penetration Hammer 0.1 1.0 10.0 100.0
mm o 0
0 0 1
5 233.88 1 5 . . 127
6 378.46 1
5 673.1 1
1 10 254
1
1 15 - - 381
i E
1 4 20 508 H
w a
1 O to
1
25 635
_ 1
1 30 762
1
1 35 B89
1
1
1 40 1016
1 0.1 1.0 10.0 100.0
1
1 BEARING CAPACITY,psi
1 0 2000 4000 6000 8000 100D0 12000
t 0 0
/
1 5 127
1 10 254
1
C 18 - 381 E
1 C 20 508 3
1 O 0.
i 25 635
1
i
1 30 BaseO on approalnele InlerrelegoneHlpa 762
of CAR and Bearing values(Design of
i 35 Concrete Airport Pavement,Portland B80
1 Cement Association,page 8,1955)
t 40 1 11016
1 0 14 28 42 56 69 83
1 BEARING CAPACITY,psi
i

DCP TEST DATA
Project: Tractor Supply Company__ Date: 18-Deo14
Location: K-7 Soil Type(s):Clean Sand a Sandy Clay
Hammer Sol Type
010.1 IBs. O of
•17.6 m:. O tt
O Both 0 AN ,as
Sdk
No.of Accumulative Type of CBR
Blows Penetration Hammer 0.1 1.0 10.0 100.0
mm 0 0
0 0
5 210.82 1 5 -- - - 127
b 335.28 1 1
5 538.48 1
3 695.96 1 10 254
1
1 15 381
1 c E
E
1 20 508 r
1 w a
1 p w
1
25 635
1
762
— 1
1 35 889
1
1
1 40 1016
1 0.1 1.0 10.0 100.0
1
1 BEARING CAPACITY,pat
1 0 2000 4000 6000 8000 10000 12000
1 0 0
1
1 5 127
_ 1
t 10 254
1
1 15 381
1 E
1 20 508 =
1 w
1 25 635
1
1
1 30 Based on epprayim le InfemNetlonshlps 762
of CBR and Bearing values(Ceslgn of
1 35 Concrete Airpon Pavement,Ponland 889
1 Cement Association,page 9,1955)
1 40 1016
1 0 14 28 42 56 69 83
1 BEARING CAPACITY,psi
t

DCP TEST DATA
Project: Tractor Supply Company Date: 18-Dec14
Location: K•8 Soil Type(s):Clean and Clayey Sands
Hammer Sol Type
Of Ws. O CH
17.6Ina. O CL
O gath hammers usM "aver rolls
No.of Accumulative Typeof CBR
Blows Penetration Hammer 0.1 1.0 10.0 100.0
mm 0 0
0 0 1
5 388.62 1 5 -- - 127
5 533.4 1
a 693.42 1
1 10 254
1
1 15 381
t 5 E
1 20 508 H
t LU a
1 o w
0
t 25 635
1
1 30 762
— 1
1 35 889
1
1
1 40 1016
1 0.1 1.0 10.0 100.0
1
1 BEARING CAPACITY,psf
1 0 2000 4000 6000 8000 10000 1200O
1 0 0
1
1 5 137
1
1 10 254
1
1 C 15 381 E
1 E
f 20 508 =
1 1y w
1 25 635 0
1
1
1 � �, Beaetl on approvimele Interrelationships 762
of CBB and Bearing values(Design of
1 35 I Concrele Airport Pavement,PorlMnd see
1 Cement Assoclegon,page 8,1955)
1 40 1016
1 0 14 28 42 56 60 as
1 BEARING CAPACITY,psi
1