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GEOTECHNICAL ENGINEERING REPORT
Dollar General Store #8606 Relocation
285 NC Highway 8
Lexington, Davidson County, North Carolina
CVET Project No.16-108
July 22, 2016
PREPARED FOR:
Blue Ridge Environmental Consultants, P.A.
126 Executive Drive, Suite 200
Wilkesboro, North Carolina 28697
PREPARED BY:
CATAWBA VALLEY ENGINEERING AND TESTING, P.C.
HICKORY, NORTH CAROLINA
alll; 1 8 2016
GEOTECHNICAL CONSTRUCTION MATERIALS ENviRONMENTAL DAMS

GEOTECHNICAL ENGINEERING REPORT
Dollar General Store #8606 Relocation
285 NC Highway 8
Lexington, Davidson County, North Carolina
CVET Project No. 16-108
July 22, 2016
PREPARED FOR:
Blue Ridge Environmental Consultants, P.A.
126 Executive Drive, Suite 200
Wilkesboro, North Carolina 28697
IWNWAR 1]1l13:iq
CATAWBA VALLEY ENGINEERING AND TESTING, P.C.
HICKORY, NORTH CAROLINA
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GEOTECIIMCAL • CONSTRUCTION MATERIALS ENVIRONMENTAL • DAMS

CATAWBA VALLEY
ENGINEERING AND TESTING
J. KIRK VIOLA, P.E. JAMES STATE, P.E.
July 22, 2016
Mr. Justin Church, PE, CFM
Principal Engineer
Blue Ridge Environmental Consultants, P.A.
126 Executive Drive, Suite 220
Wilkesboro, NC 28697
[e-mail]
Re: Geotechnical Engineering Report
Dollar General Store 48606 Relocation
285 NC Highway 8
Lexington, Davidson County, North Carolina
CVET Project No.: 16-108
Dear Mr. Church:
DAVID M. LEGRAND, JR., P.E.
Catawba Valley Engineering and Testing (CVET) is pleased to submit to you our Geotechnical
Engineering Report for the proposed Dollar General Store #8606 relocation in Lexington, North
Carolina. This study was authorized on May 9, 2016. Final site grades were provided verbally
on July 20, 2016 by Blue Ridge Environmental Consultants, P.A. (BREC). This report presents
the findings of our subsurface exploration and provides geotechnical recommendations for
design and construction of the project.
CVET appreciates the opportunity to provide our geotechnical engineering services for this
project. If you have any questions regarding the contents of this report, or if we can provide
additional services for the project such as construction materials testing, please do not hesitate to
contact us.
Sincerely,
CATAWBA VALLEY ENGINEERING AND TESTING, P.C.
4Jamcarter
Senior Geologist
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David eGrand,P.E.
Principal Engineer
D112-416
P.O. Box 2616.308 15911 STREET SE, SUITE 2 • HICKORY, NORTH CAROLINA 28603
TELEPHONE: [phone] • FAX: [phone]

Procut Name: Dollar General Store #86O6Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 22,2Ol6
lruect No.l6-l08
TABLE OF CONTENTS
10
EXECUTIVE SUMMARY .................................................................................................
l
2.0
PURPOSE AND SCOPE {)I'WORK ................................. ................................................
2
3.0
PROJECT INFORMATION ................................................................................................
3
4.0
EXPLORATION PROCEDURES .......................................................................................
3
4.1
Field Exploration ..............................................................................................................
3
4.2
Laboratory Testing ........—.----------------------------'4
5.0
SUBSURFACE CONDITIONS..........................................................................................
4
5.1
Site Geology ..................................... ...............................................................................
4
52
Soils ..................................................................................................................................
4
5.3
Bedrock ............................................................................................................................
5
5.4
{6nuodnmtec-----.,............—.--.—.---^.—..—...........—..
5
08
RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION ................5
61
Site Preparation-------------------------------------.
5
62
Earthwork ......................... ...............................................................................................
6
6.3
Groundwater Control ................ .......................................................................................
7
6.4
Foundations ......................................................................................................................
7
6.5
Floor Slabs ........................................................................................................................
8
66
Pavements .........................................................................................................................
9
6.7
Construction Materials Testing and Special Inspections ...............................................
lO
7.0
LIMITATIONS .......------'--------------------------'lU
APPENDIX A — PROJECT FIGURES .........................................................................................
iii
APPENDIX B—BORING LOGS. ................................................................. ..............................
v
b

Project Name: Dollar General Store #8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: Judy 22, 2016
Project No. 16-108
1.0 EXECUTIVE SUMMARY
The following items represent a short summary of (1) the findings of our subsurface exploration,
(2) our conclusions, and (3) our recommendations for design and construction of the proposed
Dollar General Store #8606 Relocation in Lexington, Davidson County, North Carolina.
1. The generalized soil profile at this site as determined from the nine test borings is as follows.
Fill soils consisting of sandy clay were observed in borings B-2 throuutah B-8 from land
surface to 2.5 to 3.5 feet below existing site grades. The fill soils ranged in density from soft
to medium stiff and are generally moist. Residual clay was observed in borings B-1, B-2, B-
3, B-5, B-7, and B-9. The clay was encotmtered from the surface to 5 feet and 7.5 feet below
existing site grades in borings B-1 and B-9, respectively. The clay was encountered
inunediately beneath the fill soils in borings B-2, B-3, B-5, and B-7 and ranged in thickness
from 2.5 feet to 7.5 feet. The clay ranged in density from stiff to very hard and are generally
moist. Silt of varying elasticity was observed in all borings. The silt was observed fi-om
beneath the overlying clay to the bottom of each boring except in boring B-8. The silt ranged
in density from very soft to medium stiff for elastic silt and very loose to loose for non elastic
silt. The silt was generally moist. Silty surd was observed in boring B-8 only, from 10 feet
to the bottom of the boring. The density of the silty sand was very loose and moist. Bedrock
was not encountered in the test borings. Groundwater was encountered at 21 feet below
existing site grade in boring B-6 only.
2. We conclude that the site is suitable for the planned construction, although the highly plastic
clay (CH) soils, along with the fine grained fill soils (CL), encountered at the site should be
addressed dining site preparation and eartbwork. These plastic soils shrink and swell with
moisture changes and can cause structural damage.
3. We offer the following design and construction recommendations for the proposed Dollar
General Store #8606 Relocation in Lexington, Davidson County, North Carolina:
• Site preparation should consist of removing the existing trees, vegetation, topsoil layer,
along with all other soft or unsuitable material from the proposed building envelope and
associated pavement areas. No debris was encountered in our soil test borings, although
based upon aerial photography dating back to 1993 the subject site appears to have had
various structures (buildings, etc.) located throughout the site. Remaining building
foundations, cellars, or septic tanks could still be present on -site.
• The plastic site soils (MH and/or CH) should not be utilized as structural fill. We
recommend the on -site geotechnical engineer evaluate the suitability of the encountered
fine grained fill soils (CL) for use as structural fill.
• At the time of this report the finished floor elevation is not known, however we
understand that finished grades for the proposed development will be very consistent with
existing site grades. We anticipate building foundations will bear approximately 2 — 3
1

Project Name: Dollar General Store #8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: Judy 22, 2016
Project No. 16-108
feet below existing site grades. We recommend supporting the proposed building on
shallow foundations bearing on approved residual soils, newly compacted structural fill,
or approved existing fill. Shallow foundations for buildings should be designed for an
allowable net bearing pressure of up to 2,000 pounds per square foot. We do not
recommend bearing any foundations directly on the highly plastic silt (MH) or clay (CH);
if either is exposed at foundation elevation, we recommend a minimum 24-inch undercut
and replacement with approved fill soil or ABC gravel.
• We recommend a modulus of subgrade reaction (k) of up to 100 pounds per cubic inch
for structural design of the floor slab if the slab will be supported by approved existing
fill soil or newly compacted structural fill. This recommendation is based on the building
pad areas passing a proofroll. We recommend a free -draining granular base as capillary
break and vapor barrier. We do not recommend bearing tine floor slab directly on the
highly plastic silt (MI-1) or clay (CH); if either is exposed at floor slab elevation, we
recommend a minimum 18-inch undercut and replacement with non -plastic fill soil or
ABC gravel.
• We recommend increased thicknesses for both light and heavy-duty asphalt pavements,
and that any dumupster areas are supported by concrete slab on grade. We do not
recommend bearing any pavement directly on tine highly plastic silt (NM) or clay (CH); if
either is exposed at pavement elevation, we recommend a mimmuum 12-inch undercut and
replacement with non -plastic fill soil or ABC gravel.
This executive summary should be used in conjunction with the entire contents of the report, in
order to gain a complete understanding of all conclusions and recommendations contained within
the report. If conditions revealed dining construction vary from those described in this report,
the ou-site geotechnical engineer shall contact the engineer of said report to discuss potential
options to address the varying site conditions.
2.0 PURPOSE AND SCOPE OF WORK
The purpose of the subsurface exploration and geotechnical engineering evaluation was to
explore the subsurface conditions at the site, collect representative samples of soil for
examination in our laboratory (with testing as needed), and provide conclusions and
recommendations for design and construction of the proposed Dollar General Store #8606
Relocation in Lexington, Davidson County, North Carolina.
CVET's scope of work included the following:
• Drilling of nine (9) soil test borings at the site;
• Collection of representative samples of soil from the soil test borings, and
performance of lab testing of selected samples as needed;
• Preparation of boring logs, boring location plan, and general subsurface profile;
• Evaluation of the encountered subsurface conditions at the site: and
2

Project Name: Dollar General Store #8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: Judy 22, 2016
Project No. 16-108
• Preparation of this geotechnical report.
3.0 PROJECT INFORMATION
This project consists of the construction of a new Dollar General facility located at 285 NC
Highway 8 in Lexington, Davidson County, North Carolina, as shown on Figure 1 in Appendix
A. The site is currently a vacant lot covered with grass and several mature trees. Existing site
grades are relatively flat.
The proposed development consists of the construction of an approximate 9,200 square foot
facility, parking areas, dumpster pad area, and associated infrastructure as shown on Figure 2 in
Appendix A. Access to the site will be from both the south and north, I Ph and 12th Sheets,
respectively. At the time of this report, we understand that finished grades for the proposed
development will be very consistent with existing site grades. Based upon aerial photography
dating back to 1993 the subject site appears to have had various structures located throughout the
site. Remaining building foundations, cellars, or septic tanks could still be present on -site.
Project information was provided by BREC on May 9, 2016, including a preliminary site layout
plan. BREC also provided verbal site grades on July 20,2016.
4.0 EXPLORATION PROCEDURES
Exploration procedures for this project included drilling test borings at the site and laboratory
testing of representative soil samples at our laboratory in Hickory, North Carolina.
4.1 Field Exploration
The subsurface conditions at the site were explored by drilling a total of nine (9) soil test borings
(denoted B-1 through B-9) at the locations indicated on Figure 2 — Boring Location Plan in
Appendix A. The borings were drilled on May 18, 2016, extending to depths ranging from 10.0
to 40.0 feet below existing site grades. The boring locations were selected and located in the
field by CVET using existing site features as a reference. Ground elevations at the boring
locations were estimated from Google Earth. Therefore, the boring locations and elevations
shown on Figure 2 and 3; plus the boring logs should be considered approximate.
Drilling was performed with a CME-550 truck -mounted drill rig using continuous -flight hollow
stem augers (HSA). Soil samples were obtained by means of the split -barrel sampling
procedures in accordance with ASTM Specification D-1586; a 2-inch O.D., split -barrel sampler
was driven into the soil a distance of 18 inches by means of an automatic hammer. The number
of blows required to drive the sampler through the final 12-inch interval is termed the Standard
Penetration Test 'W' value and is indicated for each sample on the boring logs. This value can
be used to provide an indication of the in -place relative density of cohesionless soils, but is a less
reliable indicator of the consistency of cohesive soils. For cohesive soils, the measurement of
3

Project Name: Dollar General Store #8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: Judy 22, 2016
Project No. 16-108
unconfined compressive strength Q is a better indicator of consistency; this value is also listed
on the boring logs.
Representative portions of each SPT sample were sealed in airtight containers and returned to our
laboratory for classification, testing, and storage. See the individual soil test boring logs in
Appendix B for more details. Note that the soil samples will be discarded after 30 dates from this
report date, unless otherwise directed by Blue Ridge Environmental Consultants, P.A.
4.2 Laboratory Testing
Representative samples of soil obtained dining the field exploration were transported to CVET's
laboratory in Hickory, North Carolina, where they were examined and classified by a
geotechnical engineer. The soil samples were visually classified in general accordance with the
Unified Soil Classification System (USCS), per ASTM D2487. Laboratory testing including soil
moisture (per ASTM D2216), Grain Size Distribution (ASTM D422) and Atterberg limits for
plasticity (per ASTM D4318); results are included in Appendix C.
5.0 SUBSURFACE CONDITIONS
The subsurface conditions at the site are described in the following paraWaphs
5.1 Site Geology
The site is located in the Piedmont Physiographic Province of North Carolina. The name
"piedmont" means "foot -of -the -mountains" which reflect remnants of an ancient mountain range
that has since been extensively weathered, decomposed and eroded to form rolling terrain and
hillsides. The bedrock is metamorphic in nature (igneous or sedimentary rocks that have been
changed by heat and/or pressure) and typically consists of schist, gneiss and/or granite.
Extensive weathering over time has reduced the bedrock in -place to form overburden residual
soils that range from clay topsoil to sandy silts and silty sandy that grade with depth back to
saprolite and partially -weathered -bedrock. The degree of weathering varies both laterally and
vertically. Based on the 1985 North Carolina Geologic map, the site appears to be underlain by
metamorphosed mafic rock (PzZm).
5.2 Soils
A generalized subsurface profile has been prepared for the site as determined fiom the nine test
borings - see Figure 3 in Appendix A. Soil boring logs are included in Appendix B.
Fill soils consisting of sandy clay were observed in borings B-2 through B-8 from land surface to
2.5 to 3.5 feet below existing site grades. The fill soils ranged in density from soft to medium
stiff and are generally moist.
4

Project Name: Dollar General Store #18606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 22, 2016
Project No. 16-108
Residual clay was observed in borings B-1, B-2, B-3, B-5, B-7, and B-9. The clay was
encountered from the surface to 5 feet and 7.5 feet below existing site grades in borings B-I and
B-9, respectively. The clay was encountered immediately beneath the fill soils in borings B-2,
B-3, B-5, and B-7 and ranged in thickness from 2.5 to 7.5 feet. The clay ranged in density from
stiff to very hard and are generally moist.
Silt of varying elasticity was observed in all borings. The silt soil was observed from beneath the
overlying clay to the bottom of each boring except in boring B-8. The silt ranged in density from
very soft to medium stiff for the elastic silt and very loose to loose for the non -elastic silt. The
soil was generally moist.
Silty sand was observed in boring B-8 only, from 10 feet to the bottom of the boring. The
density of the silty sand was very loose and moist.
5.3 Bedrock
Bedrock was not encountered in the test borings.
5.4 Groundwater
Groundwater was encountered at 21 feet below existing site grade in boring B-6 only. Note that
each borehole was left open for only a short period of time during the drilling operation, so the
detection of groundwater during this brief period is difficult. Also note that soil moisture and
groundwater conditions vary depending on conditions such as temperature, precipitation and
season. Therefore soil moisture and groundwater location at other tunes of the year may vary
from those observed at the time of this subsurface exploration and as described in this report.
The borehole cave-in depths are listed on the boring logs. In this geology, the cave-in depth of a
boring is sometimes an indication of the stabilized water level, although the water level may be a
few feet below the cave-in depth and therefore cannot be directly observed. At other times, it
means nothing in relation to the groundwater location. If the location of the groundwater
elevation is important at this site, we recommend the installation of temporary observation wells.
6.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION
The following recommendations are provided for design and construction of the proposed Dollar
General store #8606 Relocation in Lexington, North Carolina. The recommendations stated
herein shall not be applied to any other project, or used in conjunction with any other
recommendation, and shall be used explicitly for this project.
6.1 Site Preparation
Site preparation should consist of removing the existing trees, vegetation, topsoil layer, along
with all other soft or unsuitable material from the proposed building envelope and associated
pavement areas.

Project Name: Dollar General Store N8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 22, 2016
Project No. 16-108
Once stripping and rough excavation within the areas to receive structural fill has been
accomplished, the exposed subgrade should be evaluated by proofrolling. Proofrolling consists
of driving the appropriate equipment, typically a dump truck with axle weights of 10 or 20 tons
for single and double axles respectively, over the subgrade at a walking pace. The proofrolling
equipment should first make overlapping passes across the subgrade in one direction, followed
by passes in a perpendicular direction. Unstable areas that exhibit excessive nutting, pumping
and similar distress should be undercut to a competent material and backfilled with controlled fill
or other materials as recommended by a qualified geotechnical engineer. We recommend that
the proofrollmg be observed by a qualified engineer or engineering technician.
At the time of this report, we understand that finished grades for the proposed development will
be very consistent with existing site grades; therefore, the recommendations are based upon that
assumption. If the assumed finished elevations in this report are different than anticipated, the
on -site geotechniical engineer shall contact the engineer of said report to discuss potential options
to address the varying finished site elevations and the potential impact of soils revealed during
this exploration. No debris was encountered in our soil test borings, although based upon aerial
photography dating back to 1993 the subject site appears to have had various structures
(buildings, etc.) located throughout the site. Remaining building foundations, cellars, or septic
tanks could still be present on -site. If encountered this debris should be removed, prior to
proceeding with overlying construction.
6.2 Earthwork
At the time of this report, we understand that finished grades for the proposed development will
be very consistent with existing site grades; therefore, the recommendations herein are based
upon that assumption.
Any required fill soils should be compacted to at least 95 percent of the maximum dry density
obtained in accordance with ASTM Specification D-698, Standard Proctor Method, with a
moisture content within +/- 3% of the optimum moisture content (OMC). Acceptable fill soils
should be soil that has less than 5 percent organic content and a liquid limit and plasticity index
less than 50 and 20, respectively. Soils with USCS group symbols of SP, SW, SM, SC, and ML
are recommended for use as controlled fill, although it is important to note that silty soils are
very moisture sensitive and not as strong as sandy soils. Elastic silts (M11) and plastic clays
(CH) should not be utilized as structural fill at this site. All fill soils should be placed in
horizontal loose lifts and compacted with adequately -sized equipment. Loose lift thicknesses
will vary depending on the size of the compaction equipment: we recommend a maximum of 8
inches for large self-propelled compactors, 6 inches for small self-propelled compactors, and 4
inches for remote -controlled compactors and hand -operated equipment (plate tampers, wacker-
packers, or jumping jacks). Vibratory smooth-drmnn rollers are appropriate for
cohesionless/coarse-grained soils while sheepsfoot rollers are appropriate for cohesive/fine-
grained soils.
P

Q
Project Name: Dollar General Store #l8606 Relocation
Location: Lexington, Davidson County. North Carolina
Date: July 227 2016
Project No. 16-108
The elastic silt (MH) and clay (CH) at this site can shrink and swell with moisture changes, and
thereby cause damage to structures and pavements. We have provided our recommended
undercut dimensions for foundations, floor slabs and pavement areas in this report. Lime
Stabilization is an option for addressing the plastic site soils (MH and CH), which could be an
alternate to localized undercut and replacement of these soils if encountered at foundation,
pavement, and/or slab bearing elevations. Introducing quicklime or hydrated line into high
plastic soil (MH and CH) causes a chemical reaction which alters many physical characteristics
of the fine grained soil particles. The pozzolanic reaction results in a decrease in plasticity index
(PI), an increase in the plastic limit (PL), a decrease in maximum dry density, increase in
optimum. moisture content, decrease in swell potential, and a slight increase in compressive
strength. This pozzolanic reaction is the formation of calcium silicate hydrates and calcimn
aluminate hydrates as the calcirun from the lime reacts with the ahunivates and silicates
solubilized fi'om the clay mineral surface. It is recommended that I to 4% hydrated lime by
weight be added to silty clays and heavy clays to achieve modification, while lime contents
greater than 4% are proposed to accomplish stabilization needed to reach higher compressive
strengths.
We recommend that positive site drainage is maintained during earthwork operations to prevent
the ponding of water on exposed subgrades. Soil subgrades should be protected from inclement
weather (rain especially) by `sealing' the subgrades prior to forecasted inclement weather.
`Sealing' can be performed by rolling with a smooth steel-drtni roller without vibration. Ruts
should not be created during the `sealing' operation. Prior to the placement of additional fill, the
`sealed' subgrade should be scarified.
If earthwork is performed during winter months or after inclement weather, the subgrade soil
conditions could potentially be more unstable due to wet soil conditions, which could potentially
require stabilization or undercutting.
6.3 Groundwater Control
We do not anticipate that groundwater control will be necessary for this project, since
groundwater was not encountered in the test borings. Note that soil moisture and groundwater
conditions vary depending on conditions such as temperature, precipitation and season.
Therefore soil moisture and groundwater location at other times of the year may vary from those
observed at the time of this subsurface exploration and as described in this report.
6.4 Foundations
At the time of this report the finished floor elevation is not known, however we understand that
finished grades for the proposed development will be very consistent with existing site grades.
We anticipate building foundations will bear approximately 2 — 3 feet below existing site grades.
We recommend supporting the proposed building on shallow foundations bearing on approved
residual soils, newly compacted structural fill, or approved existing fill. Shallow foundations for
7

Project Name: Dollar General Store R8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 212016
Project No. 16-108
buildings should be designed for an allowable net beating pressure of up to 2,000 pounds per
square foot. We recommend miuimunu foundation widths cud embedment depths of 16 and 24
inches, respectively, for building foundations. Because the surftcial elastic silt (MH) and clay
(CH) layers encountered at this site are moisture sensitive and subject to shrink/swell, we do not
recommend bearing any foundations directly on the plastic silt or clay, especially the perimeter
foundations which have a greater chance of being subjected to surface water. Instead we
recommend an undercut of the plastic silt or clay to a depth of at least 24 inches where
encountered at the foundation bearing elevation and replacement with approved fill materials or
ABC stone. If fill soils will be placed to reach final grades, we recommend a 24-inch buffer of
non -plastic fill soils between the bottom of foundations and the ME or CH soils. The existing
fill soils, encountered across the site should be evaluated by the on -site geotechnical engineer to
determine if they are suitable for support of the proposed development or if undercutting will be
necessary.
Based upon our experience with Dollar General stores we anticipate that structure consist of a
turn -down concrete slab on grade floor system with masonry veneer; maximum loads of 50 kips
for columns and 3 Of for walls are anticipated.
A site -specific settlement analysis has not been performed. However, based upon the expected
loading and the requirement that the foundations bear on competent residuni or structural fill
soils (to be verified by CVET or another qualified CMT firm), we expect total settlements of
structure foundations to be on the order of 1 inch or less. In general, differential settlements
between building components are expected to be on the order of 1/3 to 1/2 of the total
settlements. We expect settlements in the building foundations to occur relatively soon after the
loads are applied.
6.5 Floor Slabs
We believe that a concrete slab -on -grade floor system is appropriate for the proposed building.
Regardless if the floor slab will bear on controlled full or approved residual soil, we recommend
a modulus of subgrade reaction (k) of up to 100 pounds per cubic inch for structural design of the
floor slab, pending the slab is bearing on structural fill soil. This value is representative of a I-ft
square loaded area and may need to be adjusted depending the size and shape of the loaded area
depending on the method of structural analysis. The floor slab should be isolated from building
foundations unless the connection is designed to accommodate anticipated foundation settlement.
Similar to foundation and pavement areas, the subgrade for the entire floor slab area should be
proofrolled (before foundation construction makes proofrolling impractical) to ensure that the
subgrade is competent, and to locate any soft or incompetent areas that require undercutting and
replacement with controlled fill soils. We recommend the use of 4 to 6 inches of free -draining
granular material (NCDOT No. 57 stone or recycled concrete) as both aggregate base course
under the slab and capillary break. The ruse of a vapor retarder should be considered beneath
concrete slabs on grade which will be covered with wood, tile, carpet or other moisture -sensitive
or impervious coverings, per ACI 302 and/or ACI 360. If plastic silt or clay is exposed at the
floor slab elevation, we recommend undercut of at least 18 inches of the plastic silt or clay, and
U

Project Name: Dollar General Store #i8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 22, 2016
Project No. 16-108
replacement with quality non -plastic fill materials, because the plastic silts and clays are
moisture sensitive and prone to shrink/swell with moisture changes. If fill soils will be placed to
reach final grades, we recommend an 18-inch buffer of non -plastic fill soils between the bottom
of the floor slab and the MH or CH soils. If conditions revealed dining slab on grade preparation
operations vary from those described in this report, the on -site geotechnical engineer shall
contact the engineer of said report to discuss potential options to address the varying site
conditions.
6.6 Pavements
Traffic loading conditions for this project have not been provided. Pavement for this project is
assumed to consist of standard or light -duty asphalt parking areas (only personal vehicle traffic)
and heavy-duty asphalt drives (drive lanes, buses, trucks, etc.). Based on the subsurface
conditions encountered in the test borings, and assuming all pavement areas pass a proofroll as
described in section 6.1 of this report, we recommend increased thicknesses of 2, 0 and 8 inches
for surface course, base course and ABC crushed stone, respectively, for standard or light -duty
pavement. For heavy-duty pavement, we recommend thicknesses of 1.0, 3.0 and 10 inches for
surface course, base course and ABC crushed stone, respectively. We recommend an 8-inch
thick Portland cement concrete slab bearing on 4 inches of ABC cr slued stone for the approach
and slab for any trash durupster on site. If concrete pavements are desired, we recommend a
minimum of 6 inches of concrete overlying 4 inches of ABC crushed stone base. The concrete
should be air -entrained and have a minimum of 4,500 psi after 28 days of laboratory curing per
ASTM C-31.
At the time of this report, we understand that finished grades for the proposed development will
be very consistent with existing site grades; therefore, elastic material and/or existing fill soils
are likely to be encountered at pavement subgrade elevation. Some undercut and replacement
should be anticipated to obtain a stable bearing platform to coustruct the pavement system.
If plastic silt or clay is exposed at the pavement subgrade elevation; we recormmend an undercut
of at least 12 inches of the plastic silt or clay and replacement with quality non -plastic fill
materials, because the plastic silts and clays are moisture sensitive and prone to shrink/swell with
moisture changes. If fill soils will be placed to reach final grades, we recommend a 12-inch
buffer of non -plastic fill soils between the pavement subgrade and the MH or CH soils.
Carefiil control of storm water is one of the best ways to endure adequate long-term performance
of any pavement. The surface of the pavement should be sloped to gutters and/or catch basins to
prevent water from pondnng and infiltrating through the pavement into the sub -base and
subgrade.
We recommend compaction testing of the ABC crushed stone base prior to asphalt/concrete
placement, and full-time inspection dining asphalt/concrete placement.

Project Name: Dollar General Store #8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 22, 2016
Project No. 16-108
6.7 Construction Materials Testing and Special Inspections
Construction materials testing (CMT) and inspection should be performed at regular intervals
throughout the course of the project. CVET is qualified for this work and would be pleased to
provide these services during construction.
7.0 LIMITATIONS
This report has been prepared for the exclusive use of Blue Ridge Environmental Consultants,
P.A. and their agents for specific application to the referenced property, in accordance with
generally accepted soils and foundation engineering practices. No warranties, express or
implied, are intended or made. The conclusions and recommendations presented in this report
are based on the specific test borings and laboratory testing perforated as part of our scope of
work, and do not reflect variations in subsurface conditions that may exist between test boring
locations or in unexplored portions of the site. Note that the soil and laboratory test data
presented in this report are for the specific time of this subsurface exploration. While the type of
material encountered in the test borings will not likely change significantly over time, the
properties of the materials can and will change over time, including soil moisture content,
density, consistency, SPT "N' values, etc. Fluctuations in the groundwater level can have a
significant impact on the material properties, as can seasonal changes. Site safety, excavation
support related to OSHA requirements, and construction dewatering requirements are the
responsibility of others, not CVET. In the event changes are made to the proposed construction
plans, design or location of the project as described within this report, the conclusions and
recommendations provided in this report shall not be considered valid unless CVET is given the
opportunity to review the changes, and either verifies or modifies the conclusions and
recommendations contained in this report in writing.
10

Project Name: Dollar General Store #8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: holy 22, 2016
Project No. 16-108
APPENDIX A - PROJECT FIGURES
iii

r.
,cl4rivrl
Conrad St q c Y
�7t � i =ls ti Et
MA
41-14
�AJL(52
''� '�'�'id. �., :' �"LZ,����.;�•�'�,.t.��®p©p0 E)1thSt � .'�d��%�.�� �tlyc�,.�.i
31
io
y .,i •fy y fy' �ti�a i '., J Y'� _ .. `� ._-,.--:,.,. '2�� `.1y�!'�,:al.. 1 j ,m
.
-;�T_ _�u � ���-` s-_` +� � - }s`h.�rF M§ �£� y"�4N 2'W� .. •JWY; \g►i

tSVK1NC-j LVC.H 11VIVJ
sa+aunC
CATAWBA VALLEY � Be ����
a DOLLAR GENERAL 16-108
0
®143 tell •c.ar WM". 285 NC HWY 8 am 9FiT NO.
Mt as.sr W:Nu mas.aami UJONGTON. NORTH CAROUNA OB-09-18 FlG. 2

Catawba Valley Engineering and Testing SUBSURFACE DIAGRAM
308 151h St. SE. Suite 2
OO Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Envi onmental Cmsullents PROJECT NAME Dollar General, Lexinaton
PROJECT NUMBER 16108 PROJECT LOCATION Lexington NC
............................................................................................................................................................................................................................
B1
82
33
134
85
88
37
138
S9
.....
..... _...___...
134
...... _... _
-2.2
......
..............._..
1-W
.. _. _.. _.
.1.2
_. _..
._..... _.........
-1-1
...... _........
35
_.
.........._.......
.14
._................
41
... _....
1.23
)
q
4)
31
21
a)
5)
p
5)
13�
1.
3-2
.2.5
35
7
.....
1)
_.................
........ _.........
...............
_..
5) ......_.....
_..
7)
...._....
_.... _.
8)
..........._...._
91
............._.....
)
...... _...........
12)
.........
1-24
1-23
Q3
-M
-2
-"
7
3)
6)
5)
5)
6)
)
61
)
10)
1-1-2
1.23
1.2-2
2.2
.23
.23
-13
-13
-23
(31
(S)
(O
H)
5)
5)
51
I
5)
Distance Along Baseline

Catawba Valley Engineering and Testing
308 15th St. SE, Suite 2
®O Hickory NC 28602
Telephone: [phone]
KEY TO
CLIENT Blue Ridge Environmental Consultants PROJECT NAME Dollar General Lebngton
PROJECT NUMBER 16108 PROJECT LOCATION Lexington NC
LITHOLOGIC SYMBOLS SAMPLER SYMBOLS
(Unified Soil Classification System)
Split Spoon
VA CH: USCS High Plasticity Clay
® CL: USCS Low Plasticity Clay
FILL: Fill (made ground)
ML: USCS Silt
SM: USCS Silty Sand
WELL CONSTRUCTION SYMBOLS
ABBREVIATIONS
LL
-LIQUID LIMIT (%)
TV -TORVANE
PI
-PLASTIC INDEX (%)
PID-PHOTOIONIZATION DETECTOR
W
-MOISTURE CONTENT (%)
UC -UNCONFINED COMPRESSION
DD
-DRY DENSITY (PCF)
ppm -PARTS PER MILLION
NP
- NON PLASTIC
Water Level at Time
�'
-200 -PERCENT PASSING NO.200 SIEVE
Drilling, or as Shown
PP
- POCKET PENETROMETER (TSF)
Water Level at End of
=
Drilling, or as Shown
Water Level After 24
Hours, or as Shown

Project Name: Dollar General Store #8606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 22, 2016
Project No. 16-108
APPENDIX B - BORING LOGS

REFERENCE NOTES FOR BORING LOGS
Drilling Sampling Symbols
SS
Split Spoon Sampler
ST
Shelby Tube Sampler
RC
Rock Core, NX, BX, AX
PM
Pressuremeter
DC
Dutch Cone Penetrometer
RD
Rock Bit Drilling
BS
Bulk Sample of Cuttings
PA
Power Auger (no sample)
HSA
Hollow Stem Auger
WS
Wash sample
REC
Rock Sample Recovery %
ROD
Rock Quality Designation %
It. Correlation of Penetration Resistances to Soil Properties
Standard Penetration (blows/ft) refers to the blows per foot of a 140 lb. hammer falling 30
inches on a 2-inch OD split -spoon sampler, as specified in ASTM D 1586. The blow count is
commonly referred to as the N-value.
A. Non -Cohesive Solis (Silt, Sand, Gravel and Combinations)
Density Relative Properties
Under 4 blowstft Very Loose Adjective Form 12% to 49%
5 to 10 blows/ft Loose With 5% to 12%
11 to 30 blows/ft Medium Dense
31 to 50 blows/ft Dense
Over. 51 blows/ft Very Dense
Boulders
8 inches or larger
Cobbles
3 to 8 inches
Gravel
Coarse
1 to 3 inches
Medium
% to 1 inch
Fine
/. to inch
Sand
Coarse
2.00 mm to Y. Inch (dia. of lead pencil)
Medium
0.42 to 2.00 mm (dia. of broom straw)
Fine
0.074 to 0.42 mm (dia. of human hair)
Silt and Clay
0.0 to 0.074 mm (particles cannot be s
B. Cohesive Solis (Clay, Silt, and Combinations)
Blowsllt
Consistency
Unconfined
Comp. Strength
Degree of
Plasticity
Qp (ISO
Plasticity
Index
Under 2
Very Soft
Under 0.25
None to slight
0-4
3 to 4
Soft
0.25-0.49
SII p
5-7
5 to 8
Medium Stiff
0.50-0.99
M edNm
B — 22
9 to 15
Stiff
1.00-1.99
High to Very High
Over 22
16 to 30
Very Stiff
2.00-3.00
31 to 50
Hard
4.00-8.00
Over 51
Very Hard
Over 8.00
Water Level Measurement Symbols
WL Water Level BCR Before Casing Removal DCI Dry Cave -In
WS While Sampling ACR After Casing Removal WCI Wet Cave -In
WD While Drilling Q Est. Groundwater Level 8 Est. Seasonal High GWT
The water levels are those levels actually measured In the borehole at the times indicated by the
symbol. The measurements are relatively reliable when sugaring, without adding fluids, in a granular
soil. In Gay and plastic silts,, the accurate determination of water levels may require several days for
the water level to stabilize. In such cases, additional methods of measurement are generally applied.

Catawba Valley Engineering and Testing
BORING NUMBER 131
308 1Sth St. SE, Suite 2
PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants
PROJECT NAME
Dollar General, Lexington
PROJECT NUMBER 16108
PROJECT LOCATION
Lexington, NC
DATE STARTED 5/18/16 COMPLETED 5/18116
GROUND ELEVATION
796 ft MSL
HOLE
SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling
GROUND WATER
LEVELS:
DRILLING METHOD 2.25 Hollow Stem Auger
AT TIME OF DRILLING — Caveat T
LOGGED BY J E CHECKED BY JHC
AT END OF
DRILLING —
NOTES
AFTER DRILLING
—
w
ae
z.
t
• SPT N VALUE
X 8C7
pr,
r m
w
IX
3� D
w
Q.
5
t
20 40 60 80
PL MC LL
o_ c
pv
Q p
K��
MATERIAL DESCRIPTION
s
�7�
�7
V—
0¢
m8Z
w
`
z
Y"
;
20 40060 k80
❑ FINES CONTENT (%) ❑
a
o
0.0
20 40 60 80
(CH) RESIDUAL: Fat CLAY with Sand, Trace Roots, Tan to
Reddish Brown, Moist, Stiff
.......:.......:.......:.......:.......
SS
100
1-3.4
2.5
......:......i....... ...... i.......
IS
100
122
2
(4)
............. �.............;.......
5.0
(ML) RESIDUAL: Low Elasticity SILT, Reddish Brown to Tan,
Moist, Very Soft
SS
100
121
......:.......i.......:....... i.......
3
(3)
......i......i...... :..... .. i.......
7.5
......;......i.......:..............
..... _...... :.............. :......
SS
100
1-1.2
4
(3)
.......:......:.......:.......:.......
10.0
Bottom of borehole at 10.0 feel
i
,
f
i
(

F
BORING NUMBER-132
Catawba Valley Engineering and Testing
308 15th St. SE, Suite 2
PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants
PROJECT NAME
Dollar General Lexington
PROJECT NUMBER 16108
PROJECT LOCATION
Lexington NC
DATE STARTED 5I18/16 COMPLETED W18116
GROUND ELEVATION
796 R MSL
HOLE
SI2E 2.25 inches
DRILLING CONTRACTOR Capital Drilling
GROUND WATER
LEVELS:
DRILLING METHOD 2.25 Hollow Stem Auger
AT TIME OF
ORI WNG — Cave st T
LOGGED BY J E CHECKED BY JHC
AT END OF
DRILLING —
NOTES
AFTER DRILLING
—
W
Z
r
♦ SPT N VALUE •
r,
0:
>
cow
W
$
20 40 60 80
a c
o.
MATERIAL DESCRIPTION
W 2
MC LL
L 0
I80
p
9
j
m8Z
6v
j
20 40 60
o`J
a
o
❑FINES CONTENT (%) El
0.0
20 40 60 80
(CL) FILL: Micaceous Sandy CLAY, Trace Roots, Reddish Brown
to Brown, Moist. Medium Stiff
....... :...... :....... :....... i...... .
L--1S
1�
1-2-2
(4)
.....:.......:......:....... �.......
2.5
____________________________
(CL) RESIDUAL: Sandy CLAY, Reddish Brown with Black
.....:.......:.......:...... �......
Inclusions, Moist, Very Stiff
......:......:.......:.......:.......
IS
100
1-3-4
......;......:......::...... i.......
2
(7)
.....i.....................
5.0
(ML) RESIDUAL: Low Elasticity Sandy SILT, Reddish Brown to
Tan, Moist Very Soft
....... .... ..... .... ...
IS
100
2-3-3
......>......:.......:.......:.......
3
(6)
.....5......:......5...... i...... .
7.5
i
...... ;............................
i i
SS
100
1-2-3
4
(5)
......: .......:....... :....... :...... .
10.0
Bottom of borehole at 10.0 feet.
s
s
i
30
1
0
0
0
n
t
c
0
c
u

BORING NUMBER B3
Catawba Valley Engineering and Testing
308 15th St. SE, Suite 2
PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants
PROJECT NAME
Dollar General, Lexington
PROJECT NUMBER 16108
PROJECT LOCATION
Lexington, NC
DATE STARTED 5118/16 COMPLETED 5/18/16
GROUND ELEVATION
796 R MSL
HOLE
SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling
GROUND WATER
LEVELS:
DRILLING METHOD 2.25 Hollow Stem Auger
AT TIME OF DRILLING — Cave
at 7.5'
LOGGED BY J E CHECKED BY JHC
AT END OF
DRILLING —
NOTES
AFTER DRILLING
—
w
Z
♦ SPT N VALUE
_
_c�
w
.,
?
wa
20 40 60 80
PL MC LL
a c
O
MATERIAL DESCRIPTION
to M
�
Co
<
w y
Z
pv
fig
0
J
20 4~60 80
m0>`"
>
❑ FINES CONTENT (%) ❑
O
Z
U z
O
a
tY
0.0
o
20 40 60 80
(CL) FILL Sandy CLAY, Trace Roots, RedBrown to Dark Gray,
Moist, Medium Stiff
SS
100
1-1-3
.............�............. i.......
1
(4)
..........................:.......
2.5
-----------------------
(CL) RESIDUAL: Micaceous Sandy CLAY, RedlBrown to
Tan,
Moist, Stiff
Fi......
IS
100
3-4�
�....... i.......
2
(7)
............:.............:.......
5.0
(ML) RESIDUAL: Low Elasticity Sandy SILT, Trace Mica,
Red/Brown to Tan, Moist, Very Soft
......:.......:.......:......:.......
SS1-2-3
100
......i......i.............i.......
3
(5)
.....:;...... i.............i.......
7.5
(ML)RESIDUAL: Non Elastic Sandy SILT, Trace Mica,
Gray/Brown with Black Inclusions, Moist, Very Soft
............:...... ..............
SS1-2-2
100
...... ......:...... ......:.......
4
(4)
.......:......:...... ......:.......
10.0
I
Bottom of borehole at 10.0 feel.

BORING NUMBER B4
Catawba Valley Engineering and Testing
N " e
308 15th St. SE, Suite 2
PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants
PROJECT NAME
Dollar General. Lepngton
PROJECT NUMBER 16108
PROJECT LOCATION
Lebngton NC
DATE STARTED 5/18/16 COMPLETED 5/18/16
GROUND ELEVATION
796 ft MSL
HOLE
SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling
GROUND WATER
LEVELS:
DRI W NG METHOD 2.25 Hollow Stem Auger
AT TIME OF
DRILLING — Cave at 6.6
LOGGED BY J E CHECKED BY JHC
AT END OF
DRILLING —
NOTES
AFTER DRILLING
—
w
Z
rr
• SPT N VALUE
c1
> _
rn w
w
Q.
S
20 40 60 80
PL MC LL
I • I
F„
x(�
Q.O
MATERIAL DESCRIPTION
m
w&¢
�a
��
w B
L^
Z
wo "
-+
fe m
O
m
"
T
20 40 60 80
O
_,
v Z
O
a
M
O FINES CONTENT (%) ❑
0.0
20 40 60 80
(CL) FILL: Sandy CLAY, Trace Roots, Dark Broom, Moist, Medium
Stiff
......::......:
SS
100
1-1-2
...... ;....... �.......;...... . .......
1
(3)
... .......... ....... ............. .
2.5
__________________ _
(ML) RESIDUAL: Micaceous Sandy SILT, Trace Roots, Reddish
.... .:.............. _............
�
Brown, Moist, Medium Still
...... ' ......
SS
100
2-3-2
......;......i.......:......i.......
p
I
5.0
............:....... ......:.......
(ML) RESIDUAL: Micaceous Sandy SILT, Broom to Tan with Black
Inclusions. Moist, Very Soft
..... ......:.......:......:.......
..... _...... :...... _.... ..:...... .
IS
100
1-2-3
i
I
3
(5)
..... ......i...... <....... i.......
r
j7.5
..... <..............i......i......
i
r
r
i.....................................
(
ss
100
1-2-2
4
(4)
.......:.......:...... .......:.......
i
� 10.0
0
Bottom of borehole at 10.0 feet.
I
i
g>
a
>
n
n
a
a
c
u

Catawba Valley Engineering and Testing BORING NUMBER B5
308 15th St. SE, Suite 2 PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants PROJECT NAME Dollar General, LeAnaton
PROJECT NUMBER 16108 PROJECT LOCATION Lexington, NC
DATE STARTED 5/18116 COMPLETED 5118/16 GROUND ELEVATION 796 It MSL HOLE SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling GROUND WATER LEVELS:
DRILLING METHOD 2.25 Hollow Stem Auger AT TIME OF DRILLING — Cave at 13.6
LOGGED BY J E CHECKED BY JHC AT END OF DRILLING —
NOTES AFTER DRILLING —
ru
z
r
• SPT N VALUE •
�..
v
_
¢
>
¢0
ur w
3r�3
W
F�
S
t,
20 40 60 80
PL�� �L
W
O
MATERIAL DESCRIPTION
m
.—�_.
0-
Z
},-.
20 40 60 80
❑FINES CONTENT(%)❑
'-'
a
a:
0
20 40 60 80
(CL) FILL: Sandy CLAY, Dark Reddish Brown, Moist, Medium Stiff
LIS
1001-1-1
(2)
..... �...... :........... ....:...... .
(CL) RESIDUAL: Sandy CLAY, Reddish Brown, Moist, Very Still
........ .....:....... :....... :......
SS1-2-5
F2
100
(7)
5
�
(CL) RESIDUAL: Low Plas6clty Sandy CLAY, Light Brown to
Tan, Moist, Stiff to Very Stiff
SS
100
1-3-3
3
(6)
......:......i.......:...... i.......
......;......i.......:......i......
SS
fi7
2-2-3
4
(6)
10
......:......i.............. .i...... .
(ML) RESIDUAL: Micaceous Non Elastic Sandy SILT, Light Brown
to Tan with Black Inclusions, Moist, Loose to Very Loose
.....:.......�....... ......:.......
SS
44
1-3-3
5
(6)
15
......:.......:...... ......:.......
IS
67
2(24 2]
6
(4))
20
Bottom of borehole at 20.0 feet.

BORING NUMBER -136
Catawba Valley Engineering and Testing
308 15th St. SE, Suite 2 PAGE 1 OF 2
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants PROJECT NAME Dollar General, LeAnaton
PROJECT NUMBER 16108 PROJECT LOCATION Lepnaton NC
DATE STARTED 5/18/16 COMPLETED 5118116 GROUND ELEVATION 796If MSL HOLE SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling GROUND WATER LEVELS:
DRILLING METHOD 2.25 Hollow Stem Auger Q AT TIME OF DRILLING 21 00 R / Elev 775.0011Cave st 1 T
LOGGED BY J E CHECKED BY JHC AT END OF DRI W NG —
NOTES AFTER DRILLING —
w
♦ SPT N VALUE •
w
20 40 60 80
r c
IL'
= ((77
MATERIAL DESCRIPTION
w m
Lu 0
O¢
rz
t- c
t
Z
PLI MCLiL
O
e7
O�
m0>"
w
O"
2(40 60 80
O
� Z
W
O Z
O
o-
K
ClFINES CONTENT (%) ❑
0
20 40 60 80
(CL) FILL: Sandy CLAY, Trace Roots, Dark Reddish Brown, Moist,
Medium Stiff
LSIS
100
1-3-5
----------------------------
(ML) RESIDUAL: Micaceous SILT with Sand, Reddish Broom to
Tan with Black lndusions, Moist, Medium Stiff
IS
3-4-0
......i...... E.......i.......i.......
(8)
5
......i.......i...... ...... i......
i
r
i
�.........:
IS
100
3(7
3
........ ...... i0....
j
........ ....... ...... .
(ML) RESIDUAL: Micaceous Non Elastic Sandy SILT, Light Brown
to Tan, Moist, Loose
. ...........
SS
100
2-2-3
1
............i......:.......:.......
4
(5)
10
i
S
3
...... .......:......
vS5S
67
(2)
15
(ML) RESIDUAL: Micaceous Non Elastic Sandy SILT,
GrayBrown, Moist, Loose to Very Loose
i
m
n
0
n
Ss
33
1.2-1
'3
......:......:.............. :...... .
n
6
(3)
DI 20
......;......:.......:.......:.......
x
n
D
i�
(Continued Next Page)

BORING NUMBER 66
Catawba Valley Engineering and Testing
.�
= 308 15th St. SE, Suite 2 PAGE 2 OF 2
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants PROJECT NAME Dollar General, Lexington
PROJECT NUMBER 16108 PROJECT LOCATION Lewnoton. NC
w
a?
Z
• SPT N VALUE
_
~ r.
_
w
¢ ..
p
� W [a
<
wa
w
z
20 40 60 80
PL U.
v
O
MATERIAL DESCRIPTION
W
D
o
a 0
O -
m >
�?
6 "
:3—
20 40 60 80
❑ FINES CONTENT (%) ❑
O
Z
w
O
a
cc
o
20 40 60 60
(ML) RESIDUAL: Micaceous Non Elastic Sandy SILT,
Gray/Brown, Moist, Loose to Very Loose (continued)
.....:....... :.......:...... :.......
SS
44
1- 1 2
7
(3)
25
..............i.......:......:.......
SS
44
1.1-2
8
(3)
30
.............. .............. i.......
.............�.............�.......
SS
67
1-2-2
9
(4)
35
......: ......:......:.......:.......
KS
100
2(9)5
40
1
10
Bottom of borehole at 40.0 feet.
I

BORING NUMBER B7
Catawba Valley Engineering and Testing
308 15th St. BE, Suite 2 PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants PROJECT NAME Dollar General Lexington
PROJECT NUMBER 16108 PROJECT LOCATION Lexington NC
DATE STARTED 5/18116 COMPLETED 5/18/16 GROUND ELEVATION 796 R MSL HOLE SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling GROUND WATER LEVELS:
DRILLING METHOD 2.25 Hollow Stem Auger AT TIME OF DRILLING — Caveat l! Y
LOGGED BY J E CHECKED BY JHC AT END OF DRILLING —
NOTES AFTER DRILLING —
W
Z
rr
• SPT N VALUE
t_)
>
Coca
to
5
20 40 60 80
PL MC LL
) • I
a p
MATERIAL DESCRIPTION
m
W g
_
ttp
30��
D¢
Fc
w
t^
z
o `"
J
i z
0 2
J
Co 8 z
�"
}'-'
20 40 60 80
❑ FINES CONTENT (%) ❑
Cd3
a
o
0
20 40 60 80
(CL) FILL Sandy CLAY, Trace Roots, Dark Reddish Brown, Moist,
Medium Stiff
ts
1-14
(5)
....._......:...... ......:.......
(CL) RESIDUAL: Micaceous Sandy CLAY, Reddish Brawn to Tan,
'CIO
Moist, Stiff to Medium Stiff
SS
1-3-6
""'"......:....... :....... :...... .
2
(9)
5
......i......i...... ......i.......
SS
67
2-2.4
3
(6)
..... <.......i.......:......i.......
(ML) RESIDUAL: Micaceous Non Elastic Sandy SILT, Reddish
Brown to Tan, Moist, Loose
..... `.......L...... .............
FS4S1-23
67
......;...... i.......:............
(5)
i 10
......:...... .............. �......
i
(ML) RESIDUAL: Micaceous Nan Elastic Sandy SILT,
i............�
Gray[Brown, Moist, Very Loose
.............�.......
i
r
r
r
I
e
i
tSs
............:....... .............
67
1.1.2
5
(3)
( 15
...... ....... :....... ....... :......
i
f
0
a
0
3S
r6
67
1-1-1
..... ...... :....... :...... :......
(2)
20
t Bottom of borehole at 20.0 feet.
0
c
u
yJ

BORING NUMBER B8
Catawba Valley Engineering and Testing
308 15th St. SE, Suite 2 PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants PROJECT NAME Dollar General, Lexington
PROJECT NUMBER 16108 PROJECT LOCATION Lexington, NC
DATE STARTED 5/18116 COMPLETED 5/18/16 GROUND ELEVATION 796 It MSL HOLE SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling GROUND WATER LEVELS:
DRI W NG METHOD 2.25 Hollow Stem Auger AT TIME OF DRILLING — Caveat 14.6
LOGGED BY J E CHECKED BY JHC AT END OF DRILLING —
NOTFS AFTER DRILLING —
w
Z
rr
♦ SPT N VALUE
U_
g;
>
ur w
w
3
20 40 60 80
PL MC LL
ac
Q. ((77
MATERIAL DESCRIPTION
m
w�
tt o
�O
3 �i 3
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F'=
w:
t ^
Z
pv
r>
O�
m >
$?
20 40�60 80
❑FINES CONTENT (%)❑
Z
O
a
m
0
o
20 40 60 80
(CL) FILL: Sandy CLAY, Trace Roots, Black Rock Fragments and
Asphalt, Dark Reddish Brown, Moist, Soft
x
ss
33
1-0-1
1
(1)
......:......:.......:.......:.......
(ML) RESIDUAL: Micaceous SILT with Sand, Reddish Brown to
Tan. Moist. Stiff to Medium Still
........ ......:.............. :.......
IS
2-34
...... :......:.......:....... :......
(7)
5
p
SS
67
133
3
(6)
..... <............. ....... :...... .
................................
SS44
1-1-3
4
(4)
10
......:......i.......:......i......
(SM) RESIDUAL: Silty Fine SAND, Trace Mica, Light Brown to
Tan, Moist, Very Loose
:.:..
5
(2)
15
. ....
.....,..............................
IS
rs
44
1-1-1
(2)
zo
`.
Bottom of borehole at 20.0 feet.
I

BORING NUMBER89
Catawba Valley Engineering and Testing
308 15th St. SE, Suite 2 PAGE 1 OF 1
Hickory NC 28602
Telephone: [phone]
CLIENT Blue Ridge Environmental Consultants PROJECT NAME Dollar General, Lexington
PROJECT NUMBER 16108 PROJECT LOCATION Lexington NC
DATE STARTED 5118116 COMPLETED 5118/16 GROUND ELEVATION 796 It MSL HOLE SIZE 2.25 inches
DRILLING CONTRACTOR Capital Drilling GROUND WATER LEVELS:
DRI W NG METHOD 2.25 Hollow Stem Auger AT TIME OF DRILLING — Cave at 13.5
LOGGED BY J E CHECKED BY JHC AT END OF DRILLING —
NOTES AFTER DRILLING —
W
Z
rr
♦ SPT N VALUE
U
ro
>
Co (u
w
5
20 40 60 80
P&L MC LL
0
^
x
DESCRIPTION
_
W
8 �j
� c
t ^
w C
n. O
MATERIAL
j 2
O 2
m O>
W
z
20 40 60 r80
O
O
M Z
U z
O
a
W
❑ FINES CONTENT (%) ❑
p
o
20 40 60 60
(CL) RESIDUAL: Sandy CLAY, Trace Roots, Reddish Brown to
Tan, Moist, Stiff to Very Hard
SS
100
1-2J
1
(5)
............:...... ......
.....7...... :........... .....:...... .
IS
100
2S7
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2
(12)
5
... ... .............i......i......
..... ..............:... ......
IS
337
I
(10)
............ i......:.......i.......
...... .............'......;.......
(ML) RESIDUAL: Micaceous Non Elastic Sandy SILT, Reddish
Brown to Tan, Moist, Loose
SS100
123
............. .......:....... .......
4
(5)
10
f
(ML) RESIDUAL: Elastic SILT, Reddish Brown with Black
Inclusions, Moist, Soft to Very Soft
i
3
i
i
SS1-2-1
67
................... .............
5
(3)
{ 15
......:......:......:.......:.......
i
n
n
IS
67
1-t-t
.....�............. :....... :.......
6
(2)
20
d
Bottom of borehole at 20.0 feet.
x
g
yD
U

Project Name: Dollar General Store 08606 Relocation
Location: Lexington, Davidson County, North Carolina
Date: July 22, 2016
Project No. 16-108
APPENDIX C - LABORATORY TEST DATA
vi

- -..
11■rIl�Iill�lll�l�llllf�Ir�i!�II�IIIYIIII■■IIIIIII■■
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,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
.11■■1111111■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
An
. : - -
iickory, North Carolina
• . KU I i i A DMI
Tested By: CR Checked By:

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,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
,11■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■IIIIIII■■
, ,11■■IIIIIII■■IIIIIII■■IIIIIII■IIIIIII■IIIIIII■
MR
•
Project lillar (jeneml Lexington, relocate
Tested By: CR Checked By:

LIQUID AND PLASTIC LIMITS TEST REPORT
60
50
40
x
0
z
U
30
rn
3
a
20
10
0
0 10 20 30 40 50 60
70 60
90 100 110
LIQUID LIMIT
Catawba Valley
Client: BREC
Engineering & Testing, P.C.
Project: Dollar General
Lexington. relocate
Hickory, North Carolina
Pro ect No.: 161o8
Figure
Dashed line indicates the approximate
upper limit boundary for natural soils
0
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o�
ML or
OL
MH or
OH
L-ML
i
i
SOIL DATA
NATURAL
SYMBOL
SOURCE
SAMPLE
DEPTH
WATER
PLASTIC
LIQUID
PLASTICITY
USCS
NO.
CONTENT
LIMIT
LIMIT
INDEX
•
Test Borings
1556
B11-2.5'
28.3
33
67
34
CH
■
Test Borings
1557
B4 3.5.5'
38.1
NP
NV
NP
ML
♦
Test Borings
1558
B6 3.5-5'
34.6
NP
NV
NP
ML
♦
Test Borings
1559
B8 6-7.5'
43.4
NP
NV
NP
ML
Tested By: CR Checked By: JHC

AM. BOOK 2174 PAGE 1852 - 1853 INSTRUMENT #2015000005557 Recording:$26.00
.,
Excisz Tax:$0,00 Deputy: ERE CORD
submitted electronically by "Douglas R. Elliott PA"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Davidson County Register of Deeds.
NORTH CAROLINA GENERAL WARRANTY DEED
(Deed of Combination)
Excise Tax: $ 0.00
Parcel Identifier No. Tax Parcel 1100700010072 Verified by County on the_ day of 20 _
Mai ox
This instrument was prepared by: Douglas B. Elliott. P.A. (WITHOUT TITLE EXAMINATION)
Brief description for the Index:
THIS DEED made this 4 day of February 20 15_, by and between
Martha White, LLC
528 South Main Street
Lexington, NC 27292
GRANTEE
Lexington Investment Properties, LLC
528 South Main Street
Lexington, NC 27292
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate,
character of entity, e.g. corporation or partnership.
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
WITNESSETTL 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 City of I Lexington Township, Davidson County,
North Carolina and more particularly described as follows:
BEING all of Lot Number 72 in Section 1 as shown on plat of property of ERLANGER MILLS, INC. as recorded
in Plat Book 8, at Page 93, in -the Office of the Register of Deeds for Davidson County, North Carolina
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2137 page 2358.
All or a portion of the property herein conveyed includes or X does not include the primary residence of a Grantor.
NC Bar A.aociation Form No. 3 O 1976, Reviscd e 111/2010
Printed by Agreement with the NC Bar Association

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, other than the following exceptions:
IN WITNESS WI_D_REOF:, the Grantor has duly executed the foregoing as of the day and year first above
written.
The purpose of this deed is to add the tract described herein to that certain tract described in Deed Book
2139, at Page 2405, in the Davidson County Registry, being lots 73 and 74 of the above -described
subdivision, to result in one combined tract, for all purposes.
State of NORTH CAROLINA
I, the undersigned N
CHRISTOPHER CRISP. Me
personally appeared
therein expressed. Witness my
My orui itviamjwj�J,„iris:
Aff`vBARNFT
v
a Q ttOTARY m
%�. PUBLIC 2A
Martha White, LLC, by
--- (SRAL)
Printlf ame: CHRISTOPHER CRISP
MEMBER AND MANAGER
- County or Citv of (CLjD1
otary Public of the County or City of ti and State aforesaid, certify that
mlier and Manager of Martha White, LLC, as a dulv authorized act of the limited liability comoanv
before me this day and acknowledged the ue execution of the foregoing instr mtent for the purposes
hand and Notarial stamp or seal this day of FebL.�, , 20 15
NC Bar Association Form No. 3 O 1976, Revised O 1/112010
Printed by Agreement with the NC Bar Association

0'
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 ORGANIZATION
OF
VENTURE PROPERTIES X, LLC
the original of which was filed in this office on the 2nd day of June, 2016.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 2nd day of June, 2016.
Scan to verify online.
Certification# C201614600016-1 Reference# C201614600016-1 Page: 1 of 3 Secretary of State
Verify this certificate online at http://www.sosnc.gov/verification

SOSID: 1521511
Date Filed: 6/2/2016 10:58:00 AM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C2016 146 00016
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.
I. The name of the limited liability company is: Venture Properties X, LLC
(See Item lorthe 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 executing these articles of organization in the capacity of member, organizer
or both. Note: This document must be signed by all persons listed.)
Martin D. Koon-Organizer Koon Family, LLC-Member James R. Walsh, Jr. -Member
PO Box 843 PO Box 843 PO Box 843
Wilkesboro, NC 28697 Wilkesboro, NC 28697 Wilkesboro, NC 28697
3. The name of the initial registered agent is: Martin D. Koon
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 126 Executive Drive, Suite 200
city Wilkesboro State: NC Zip Code: 28697 County: Wilkes
5. The mailing addressif different from the street address, of the initial registered agent office is:
Number and Street PO BOX 843
City Wilkesboro State: NC Zip Code: 28697 County: Wilkes
6. Principal office information: (Selecteither a or b.)
a. [E The limited liability company has a principal office.
The principal office telephone number: 1-336-667-8000
The street address and county of the principal office of the limited liability company is:
Number and Street 126 Executive Drive, Suite 200
CityWilkesboro State: NC Zip Code: 28697
CORPORATIONS DIVISION P.O. Box 29622
(Revised January 2014) 1
County: Wilkes
RALEIGH, NC 27626-0622
(Form L-01)
Certification# C201614600016-1 Reference# C201614600016- Page: 2 of 3

The mailing address, if different from the street address, of the principal office of the company is:
Number and Street f o --BaX 843
City State: 14 L Zip Code: 44'7 County: %,rttge.5
b. ❑ The limited liability company does not have a principal office.
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 address: ebsouther&;x1evelopmentmm
The Secretary of State's Office will e-mail the business automatically at the address provided above at no
cost when a document is filed. The e-mail provided will not be viewable on the website. For more 621
information on why this service is offered, please see the instructions for this document. 0
9. These articles will be effective upon filing, unless a future date is specified:
This is the 25th day of May 2016
Signature
Martin D. Koon-Organizer
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.
Koon Family, LLC
Signature Member
Koon Famly, LLC by Mertln D. xoo~bsrR w.Vrlor Koon F.mIly, LLC
Type and Print Name —an&Title
James R. Walsh, Jr.
Signature
James R. Walsh, Jr. Member
Type and PrintName and Title
Signature Signature
Type and Print Name and Title Type and Print Name an Tit e
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)
Certification# C201614600016-1 Reference# C201614600016- Page: 3 of 3

Y-...
LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Lexington Investment Properties, L.L.C.
SECRETARY OF STATE ID NUMBER: 0592330 STATE OF FORMATION: NC
rm„e and -Use only
E-Fled Annual Boron
0592330
REPORT FOR THE YEAR: 2016
CA201613MM36
5NR016 01 05
SECTION A: REGISTERED-AGENT'`INECIRMATION
Changes
1. NAME OF REGISTERED AGENT: Elliott, Douglas
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS 8 COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
1040 Randolph St Ste 35 1040 Randolph St Ste 35
Thomasville, NC 27360-6384 Davidson County Thomasville, NC 27360-6384
SECTION B:
1. DESCRIPTION OF NATURE OF BUSINESS: Rental Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: 3362382008 3. PRINCIPAL OFFICE EMAIL: PrivaCy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
528 S Main Street 528 S Main Street
Lexington, NC 27292-3237 Lexington, NC 27292-3237
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: CHRISTOPHER CRISP NAME:
TITLE: Managing Member TITLE:
ADDRESS: ADDRESS:
528 S Main St
Lexington, NC 27292
NAME:
TITLE:
ADDRESS:
SECTION D: GERTIEICATLON-OF-ANNAJAL_REP_ORL Section D must be completed in its entirety by a personlbusiness entity.
CHRISTOPHER CRISP
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
5/9/2016
DATE
CHRISTOPHER CRISP Managing Member
Pnnt or Tygr Name of Company Official Print or Type The The of the Company Offidel
This Annual Rapon has been filed oldebroniaally.
MAIL TO: Secretary of Staid. Coryoralions Division. Post Cities Box 29525. Rabigh. NC 226n4525

NlWO16
Corpom mx Divisim
u'°;:'_^q„
North Carolina
- -
0
Elaine F. Marshall DEPARTMENT OF THE
,t
Secretary SECRETARYOF STATE
PO Box 29622 Raleigh, NC 2762"622 (91907-2000 Account Login Register
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Round form
Corporate Names
Legal: Lexington Investment Properties, LLC
Limited Liability Company Information
Sosld:
0592330
Status:
CumenbActive
Annual Report Stalls: Current
Citizenship:
Domestic
Data Formed:
5/24/2001
Fiscal Month:
December
State of Incorporation: NO
Registered Agent:
Elliott, Douglas
Corporate Addresses
Reg Office:
1040 Randolph St Ste 35
Thomasville, NO 27360.6384
Reg Mailing:
1040 Randolph St Ste 35
Thomasville, NO 27360-6384
Mailing:
528 S Main Street
Lexington, NO 27292-3237
Principal Office:
528 S Main Street
Lexington, NO 27292-3237
Company Officials
All LLCs are managed by their managers pursuant to N.C. G.S. 57D-3-20.
Managing Member: CHRISTOPHER CRISP
528 S Main St
Lexington NO 27292
IMI corm po,lsearcinrxdcorplS l5e ill

OPTION TO PURCHASE
(AND CONTRACT TO SELL)
�7 C2e
This Option to Purchase and Contract to Sell is made and entered into the / day of �Pleue�mherry,,
2015, between, Harb Mitchell Abraham Et Al., hereinafter referred to as SELLER, and Venture
Properties VII, LLC, a North Carolina limited liability company, hereinafter referred to as BUYER.
WITNESSETH, that the Seller, for and in consideration of the sum of Ten Dollars ($10.00)
non-refundable payment to Seiler (the "Deposit"), and other good and mutually valuable
consideration does hereby give and grant unto the Buyer, his heirs, assigns, or representatives, the
exclusive right and option to purchase all of that certain plot(s), piece, or parcel of land together with
all improvements located thereon in or near the City of Lexington, County of Davidson, State of
North Carolina, being known as and more particularly described as follows:
Total of approximately 0.62+1- acres located generally along NCDOT right of way of Winston Road
and being identified in the Davidson County Tax Assessor's Office as parcel(s) 1100700010069,
1100700010070 & 1100700010071, as generally shown on attached "EXHIBIT A".
The terms and conditions of this option are as follows:
I . Price. The total purchase price shall be One Hundred Twenty -Five Thousand Dollars
($125,000.00) payable as follows:
a. Seven Thousand, Five Hundred Dollars ($7,500.00) as Refundable Earnest Money
Deposit, delivered to Vannoy, Colvard, Tripled & Vannoy, PLLC, as Escrow Agent, to be applied to
the purchase price at closing or delivered in accordance with the provisions of Section 9, or as
otherwise provided in this instrument.
b. One Hundred Seventeen Thousand, Five -Hundred Dollars ($117,500.00), the balance
of the purchase price in cash or immediately available funds at closing.
2. Term of Option. This option shall be for a period of One Ninety (90) days from the last
execution of this option ("Initial Option Period") subject to the time extensions contained herein.
3. Exercise. At any time during the option period Buyer may exercise this option by hand
delivery, electronic mail, United States Mail, or overnight carrier to Seller at the following address:
Buyer.
Daniel A. Barrero
Venture Properties V11, LLC
PO Box 843
Wilkesboro, NC 28697
336.667.8000 x.119
336.262.3500
d. barrerot�vpdevelopment. com
Seller:
Harb Mitchell Abraham Et Al.
1 I Forest Drive
Lexington, NC 27292
c/o Judy Lanier
Leonard Craver Realty Co.
336.250.1729
iudvlani er2(g_)aol.com

4. Contract Upon Exercise. Upon exercise, the terms of purchase and sale shall be set forth
herein including any exhibits hereto, all of which are incorporated herein by reference.
5. Application of Option Money/Sole Remedy. The consideration paid for this option, or any
extension thereof, shall be applied to the purchase price as per paragraph 9.a, if this option is
exercised and the transaction contemplated is closed. If Buyer should breach any of the material
covenants contained in this Agreement, Seller shall retain the Earnest Money as liquidated damages
occasioned by such breach, such amounts having been agreed to by the parties as a good faith
estimate of Seller's actual damages, as Seller's sole and exclusive remedy.
6. Confidential Nature. Seller agrees to hold any and all information shared with Seller by
Buyer in absolute and total confidence.
7. Brokers. Seller will pay all necessary commissions to the representing broker(s) and
indemnifies the Buyer for the same.
8. Entire Agreement. This Agreement constitutes the entire agreement among all parties
hereto and may not be amended or modified except in writing and signed by all parties.
9. Other Conditions.
a. If, during the initial term of this Contract, the Buyer, in its sole discretion, determines that the
property is not suitable for its development purposes, the Buyer shall deliver to the Seller written
notification that the Buyer is temunating this Contract. Upon receipt of proof of delivery of such
notification to the Seller within the time permitted, the Escrow Agent shall return the Refundable
Earnest Money Deposit to the Buyer without the necessity of further action or approval by the Seller.
b. Following the initial term, the Contract may be extended at Buyer's discretion upon the
following terms:
Three (3) separate extensions for which the Buyer shall pay to Seller the following non-
refundable (but applicable) deposits for each extension:
Two Thousand Five Hundred Dollars ($2,500.00) released from the earnest
money deposit for the first extension period of three (3) months.
2. Two Thousand Five Hundred Dollars ($2,500.00) released from the
earnest money deposit for the second extension period of three (3) months.
3. Two Thousand Five Hundred Dollars ($2,500.00) released from the
earnest money deposit for the third extension period of three (3) months.

C. Seller acknowledges that development permits may be required from various governing
authorities such as Army Corp. of Engineers, Federal Emergency Management Agency (FEMA),
Environmental Protection Agency (EPA), and State/City/County permitting agencies, including
highway access authority. Additionally, in the event Buyer experiences difficulties in obtaining
all development permits, or zoning compliance, or driveway connection pennits, or should
unforeseen difficulties arise at no fault of Buyer, Seller will grant a reasonable time extension for
resolution, not to exceed three (3) months, at no additional cost to Buyer.
d. Seller shall be responsible for delivery of clear and marketable title to the property and
conveyance by general or corporate warranty deed free of any and all liens, encumbrances, tenancies,
water shed restrictions, covenants or easements, or other restrictions. If any liens, encumbrances,
tenancies, water shed restrictions, covenants, or easements, or other restrictions exist on the subject
property, Seller shall provide copies of said instruments to Buyer within 15 days following execution
of this agreement for Buyer's approval. Seller shall provide copies of existing title opinions and title
insurance policies in its possession, if any, within the same 15-day period.
e. Seller has no knowledge of any adverse environmental conditions including but not limited to
the existence of hazardous substances, waste or petroleum products which would impact the ability
of Buyer to utilize the property within current local, state and federal regulations, laws and
guidelines. Should test reveal environmental contamination to the subject property, Buyer shall be
entitled to (a) a reasonable time extension, at no additional cost to Buyer, of this agreement allowing
ample time to solve the environmental problem(s), not to exceed three (3) months or (b) terminate
this contract and receive a refund of all earnest money deposited pursuant to this agreement.
f. Buyer shall be responsible for any necessary final survey work to close this transaction and
Seller, if available, shall promptly furnish any copies of any boundary survey, topographical survey,
past deeds, environmental audits or reports, of any nature, which are in Seller's or Seller's
consultants possession.
g. Buyer shall have the right to enter onto the property for the purpose of surveying, soil
testing, placing signs, environmental testing, etc.
h. Seller represents that public water and sewer are available generally at the property lines.
i. Closing to occur at any time after exercise of option, such time to be set by Buyer, in
Buyer's sole discretion, upon fifteen (15) days written notice to Seller, but closing must occur
within forty-five (45) days after exercise. Seller shall be responsible for the cost of stamps, any
recordation costs of documents necessary to clear title, and the Seller's attorney fees they accrue.
Buyer shall be responsible for title insurance cost, the recordation of deed cost, and the Buyer's
attorney fees.

IN WITNESS WHEREOF, the Seller and Buyer have hereunto set their hand and seal, or if
corporate, has caused this instrument to be signed in their corporate name by its duly authorized
officers and their seal to be hereunto affixed by authority of their Board of Directors, the day and
year first above written.
SELLER:
Harb Mitchel! Abraham Et AL
n 0 n.4aa� , r, (SEAL) - f-
Name M fir% 1 r-E �a2, Ze I lea 4A'e-
BUYER:
Venture Properties VII, LLC
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MODIFICATION OF OPTION TO PURCHASE
AND CONTRACT TO SELL AGREEMENT
THIS MODIFICATION AGREEMENT is made and entered into this 6 ' day of March,
2016, by and between Harb Mitchel Abraham Et. M., hereinafter referred to as Seller, and
Venture Properties VII, LLC, hereinafter referred to as Buyer.
WITNESSETH:
WHEREAS, Seller and Buyer have entered into an "OPTION TO PURCHASE (AND
CONTRACT TO SELL)" agreement dated December 71h, 2015, relating to approximately
0.62+/- acres located along NCDOT right of way of Winston Road, and
WHEREAS, parties hereto desire to amend and modify the agreement as follows:
NOW, THEREFORE, by mutual agreement of the parties and in consideration of the premises
and obligations hereinafter set forth, said agreement is hereby amended and modified as follows:
1. Term of Option. The Initial Option Period shall be extended another Ninety (90)
days beyond the initial ninety (90) day Term of Option, and prior to any time extensions
contained within the "Option to Purchase, and Contract to Sell", at no extra cost to the Buyer.
Except as hereby amended, all other terms and conditions of the original OPTION TO
\ PURCHASE (AND CONTRACT TO SELL) shall remain in full force and effect.

IN WITNESS WHEREOF, the Seller and Buyer have hereunto set their hand and seal, or if
corporate, have caused this instrument to be signed in their corporate name by its duly
authorized officers and their seal to be hereunto affixed by authority of their Board of
Directors, the day and year first above written.
SELLER:
Harb Mitchell Abraham Et. Al.
Marilee Priscilla Harb
L14M 3) 3
ni A. Bar o Ma gee
Venture Propert a LC
Michelle Har6 Moore

OPTION TO PURCHASE
(AND CONTRACT TO SELL) 1�
This Option to Purchase and Contract to Sell is made and entered into the ! day of December,
2015, between, Lexington Investment Properties, LLC, hereinafter referred to as SELLER, and
Venture Properties VII, LLC, a North Carolina limited liability company, hereinafter referred to as
BUYER.
WITNESSETH, that the Seller, for and in consideration of the sum of Ten Dollars ($10.00)
non-refundable payment to Seller (the "Deposit"), and other good and mutually valuable
consideration does hereby give and grant unto the Buyer, his heirs, assigns, or representatives, the
exclusive right and option to purchase all of that certain plot(s), piece, orparcel of land together with
all improvements located thereon in or near the City of Lexington, County of Davidson, State of
North Carolina, being known as and more particularly described as follows;
Total of approximately 0.62+/- acres located generally along NCDOT right of way of Winston Road
and being identified in the Davidson County Tax Assessor's Office as parcel(s) 1100700010072, as
generally shown on attached "EXHIBIT A".
The terms and conditions of this option are as follows:
1. Price The total purchase price shall be One Hundred Ninety Thousand Dollars
($190,000.00) payable'as follows:
a. Five Thousand Dollars ($5,000.00) as Refundable Earnest Money Deposit, delivered
to Vannoy, Coivard, Triplett &, Vannoy, PLLC, as Escrow Agent, to be applied to the purchase price
at closing or delivered in accordance with the provisions of Section 9, or as otherwise provided in
this instrument.
b, One Hundred Eighty -Five Thousand Dollars ($185,000.00), the balance of the
purchase price in cash or immediately available funds at closing.
2. Term of Option. This option shall be for a period of one hundred twenty (120) days from
the last execution of this option ("Initial Option Period") subject to the time extensions contained
herein.
3. Exercise. At any tune during the option period, Buyer may exercise this option by hand
delivery, electronic mail, United States Mail, or overnight carrier to Seller at the following address:
Buyer:
Daniel A. Barrero I Manager
Venture Properties VII, LLC
PO Box 843
Wilkesboro, NC 28697
336.667,8000 x.119
Seller:
Lexington investment Properties, LLC
528 S. Main Street
Lexington, NC 27292
c/o Dan Hill I Broker
Linville I Team Partners

336.262.3500 M 336.529,9603 M
d barrero(dvpdevelopment com dan(a3 ipcommercial com
4. Contract Upon Exercise. Upon exercise, the terms of purchase and sale shall be set forth
herein including any exhibits hereto, all of which are incorporated herein by reference.
5. Application of Option Money/Sole Remedy. The consideration paid for this option, or any
extension thereof, shall be applied to the purchase price as per paragraph 9.a, if this option is
exercised and the transaction contemplated is closed. If Buyer should breach any of the material
covenants contained in this Agreement, Seller shall retain the Earnest Money as liquidated damages
occasioned by such breach, such amounts having been agreed to by the parties as a good faith
estimate of Seller's actual damages, as Seller's sole and exclusive remedy,
6. Confidential Nature. Seller agrees to hold any and all information shared with Seller by
Buyer in absolute and total confidence.
7. Brokers. Seller will pay all necessary commissions to the representing broker(s) and
indemnifies the Buyer for the same.
S. Entire Agreement. This Agreement constitutes the entire agreement among all parties
hereto and may not be amended or modified except in writing and signed by all parties.
9. Other Conditions.
a. If, during the initial term ofthis Contract, the Buyer, in its sole discretion, determines that the
property is not suitable for its development purposes, the Buyer shall deliver to the Seller written
notification that the Buyer is terminating this Contract. Upon receipt of proof of delivery of such
notification to the Seller within the time permitted, the Escrow Agent shall return the Refundable
Earnest Money Deposit to the Buyer without the necessity of further action or approval by the Seller.
b. Following the initial term, the Contract may be extended at Buyer's discretion upon the
following terms:
Three (3) separate extensions for which the Buyer shall pay to Seller the following non-
refundable (but applicable) deposits for each extension:
Two Thousand, Five Hundred Dollars ($2,500.00) released from the earnest
money deposit for the first extension period of two (2) months.
2. One Thousand, Two Hundred Fifty Dollars ($1,250.00) released from the
earnest money deposit for the second extension period of two (2) months.
3. One Thousand, Two Hundred Fifty Dollars ($1,250.00) released from the
earnest money deposit for the third extension period of two (2) months.

C. Seller acknowledges that development permits may be required from various governing
authorities such as Arty Corp. of Engineers, Federal Emergency Management Agency (FEMA)
Environmental Protection Agency (EPA), and State/City/County permitting agencies, including
highway access authority. Additionally, in the event Buyer experiences difficulties in obtaining
all development permits, or zoning compliance, or driveway connection permits, or should
unforeseen difficulties arise at no fault of Buyer, Seller will grant a reasonable time extension for
resolution, not to exceed three (3) months, at no additional cost to Buyer.
d. Seller shall be responsible for delivery of clear and marketable title to the property and
conveyance by general or corporate warranty deed free ofany and all liens, encumbrances, tenancies,
water shed restrictions, covenants or easements, or other restrictions. If any liens, encumbrances,
tenancies, water shed restrictions, covenants, or easements, or other restrictions exist on the subject
property, Seller shall provide copies of said instruments to Buyer within 15 days following execution
of this agreement for Buyer's approval. Seller shall provide copies of existing title opinions and title
insurance policies in its possession, if any, within the same 15-day period.
e. Seller has no knowledge of any adverse environmental conditions including but nothruited to
the existence of hazardous substances, waste or petroleum products which would impact the ability
of Buyer to utilize the property within current local, state and federal regulations, laws and
guidelines. Should test reveal environmental contamination to the subject property, Buyer shall be
entitled to (a) a reasonable time extension, at no additional cost to Buyer, of Es agreement allowing
ample time to solve the environmental problem(s), not to exceed three (3) months or (b) terminate
this contract and receive a refund of all earnest money deposited pursuant to this agreement.
f. Buyer shall be responsible for any necessary final survey work to close this transaction and
Seller, if available, shall promptly furnish any copies of any boundary survey, topographical survey,
past deeds, environmental audits or reports, of any nature, which are in Seller's or Seller's
consultants possession.
g. Buyer shall have the right to enter onto the property for the purpose of surveying, soil
testing, placing signs, environmental testing, etc.
h. Seller represents that public water and sewer are available generally at the property lines.
i. Closing to occur at any time after exercise of option, such time to be set by Buyer, in
Buyer's sole discretion, upon fifteen (15) days written notice to Seller, but closing must occur
within thirty (30) days after exercise. Seller shall be responsible for the cost of stamps, any
recordation costs of documents necessary to clear title, and the Seller's attorney fees they accrue.
Buyer shall be responsible for title insurance cost, the recordation of deed cost, and the Buyer's
attorney fees.

m
IN WITNESS WHEREOF, the Seller and Buyer have hereunto set their hand and seal, or if
corporate, has caused this instrument to be signed in their corporate name by its duly authorized
officers and their seal to be hereunto affixed by authority of their Board of Directors, the day and
year first above written.
SELLER:
Lexington Investment Properties, LLC
Name *4 eSPMALPJVI � LL
V
BUYER:
Venture Properties VII, LLC
L)
Barr Tanager
Venture Properties VII, LLC

NORTH CAROLINA
G-vidSCY1 COUNTY
1, C It:& S blj mn -Notary Public of the County and State aforesaid, certify that
C hrska her rise personally appeared before me this day and acknowledged the due
execution of the foregoing instrument. r'7�
Witness my hand and official stamp or seal, this 3 day of C 2015.
SEAL/STAMP
CLIFFURD S IHOwOWN
Notary Public
North Carolina
Davidson County
NORTH CAROLINA
My commission expires:
NotpEy Public���
COUNTY
1, a Notary Public of the County and State aforesaid, certify that
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness my hand and official stamp or seal, this day of .2015.
SEAL/STAMP My commission expires:
Notary Public

NORTH CAROLINA
\V I It-cs COUNTY
SOwiiu( a Nottuy Public of the County and State aforesaid, certify that
I JQY1iClykGharrero ,personally appeared before me this day and acknowledged the due
execution of the foregoing instrument. 2
Witness my hand and official stamp or seal, this JrA day of I , 2015.
SEAL/STAMP
s
Notory Public
Wllkas County
My Commission Explu
0310812020
`ae
My commission expires:
Notary Public

MODIFICATION OF OPTION TO PURCHASE
AND CONTRACT TO SELL AGREEMENT
THIS MODIFICATION AGREEMENT is made and entered into this T' day of April,
2016, by and between Lexington Investment Properties, LLC, hereinafter referred to as Seller,
and Venture Properties VII, LLC, hereinafter referred to as Buyer.
WITNESSETH•
WHEREAS, Seller and Buyer have entered into an "OPTION TO PURCHASE (AND
CONTRACT TO SELL)" agreement dated December 4W, 2015, relating to approximately
0.62+/- acres located along the western side ofNCDOT right of way of Winston Road, and
WHEREAS, parties hereto desire to amend and, modify the agreement as follows:
NOW, THEREFORE, by mutual agreement of the parties and in consideration of the premises
and obligations hereinafter set forth, said agreement is hereby amended and modified as follows:
1. Term of Option. The Initial Option Period shall be extended another Sixty -Four
(64) Days beyond the initial One Hundred Twenty (120) Day Term of Option, and prior to
any time extensions contained willrin the "Option to Purchase, and Contract to Sell", at no
extra cost to the Buyer.
9.b. Other Conditions. Following the initial term, the Contract may be extended at
Buyer's discretion upon the following terms:
Three (3) separate extensions shall now be only Two (2) separate extensions for which the
Buyer shall pay to Seller the following non-refundable (but applicable) deposits for each
extension:
Two Thousand, Five Hundred Dollars (S2,500.00) released from the
earnest money deposit for the first extension period of two (2) months.

2. Two Thousand, Five Hundred Dollars ($2,500.00) released from the
earnest money deposit for the second extension period of two (2) months.
Except as hereby amended, all other terms and conditions of the original OPTION TO
PURCHASE (AND CONTRACT TO SELL) shall remain in full force and effect.

IN WITNESS WHEREOF, the Seller and Buyer have hereunto set their hand and sea], or if
corporate, have caused this instrument to be signed in their corporate name by its duly
authorized officers and their sea] to be hereunto affixed by authority of their Board of
Directors, the day and year first above written:
SELLER:
Lexington Investment Properties, LLC
BUYER:
Venture Properties VIi, LLC

miaU[�(�(� US. OEFART WCOFTIIE INTERIOR O,r�y IFXINGTOYWFSTQU"D GLE
JUJ U.S.GEOU ICALSURVEV '�i NORM CAROMNA-MVIO NCO.
.. US Topo l.LMNM Ran

PM BOOK 2071 PAGE 1496 - 1508 INSTRUMENT #2012000019787 Recording:$26.00
Eicise'Tax:$0.00 Deputy: SKEPLEY
Excise Tax: $0
After recording mail to: Priscilla Harb, 1 I Forest Drive, Lexington, NC 27292
This instrument was prepared by: Philip B. Lohr, Attorney, 212 North State Street, Lexington, North Carolina
27292.
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this day of
GRANTOR
MITCHELL ABRAHAM HARB, by and through
PRISCILLA HARB, guardian of his estate
Mailing Address:
11 Forest Drive, Lexington, NC 27292
2012 by and between
GRANTEE
MITCHELL ABRAHAM HARB (a 99%
interest),
PRISCILLA HARB (a 0.5% interest), and
MICHELLE H. MOORE (a 0.5% interest)
As joint tenants with rights of survivorship
Mailing Address:
11 Forest Drive, Lexington, NC 27292
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 whereas, pursuant to the Special Proceeding in the Clerk of Superior Court's office, file number 12-SP-
747, titled In the matter of: The Estate of Mitchell A. Harb, incompetent, the said Priscilla Harb as guardian of
the estate of Mitchell A. Harb was ordered by the Court to execute a deed to the Grantees named above;
The Grantor, has and by these presents does grant, bargain, and convey unto the Grantee in fee simple, all that

EXHIBIT "A"
TRACT
BEING LOT NO. 58 as appears in Section 1 of the Plat of Property of Erlanger Mills,
Inc., as appears in Plat Book 8, Page 93, in the Office of the Register of Deeds of Davidson
County, North Carolina.
This conveyance is made subject to easements and rights of way for public utilities and
public roadways existing of record or visible upon the premises and is further subject to any
restrictive covenants of record which may apply to the property herein conveyed.
Reference: Deed Book 248, Page 192, and Deed Book 680, Page 565, Davidson County
Registry. Parcel ID: 672-6-04-2080.
Address: 277 Winston Road, Lexington, NC
TRACT 2:
BEING KNOWN as 622 W Street, Erlanger, and located in Lexington Township, as
shown on Tax Map 7, Block 1, as Parcel 54 and described as follows: BEING Lot No. 54 as
appears in Section 1 of plat of property of Erlanger Mills, Inc. as appcars in Plat Book 8, Page 93,
in the office of the Register of Deeds of Davidson County, North Carolina_
This property is subject to reservations and restrictions set out in deed recorded in Book
250, Page 149, Davidson County Registry.
This property is sold subject to easements and rights of way for public utilities and public
roadways existing of record or visible upon the premises.
For references see Will of Edwin A. Evans contained in File No. 85 E 414, Office of the
Clerk of Superior Court of Davidson County, and Estate of Violet Wise contained in File No. 88
E 721, Office of the Clerk of Superior Court of Davidson County, and deed dated October 21,
1988, recorded in Book 696, Page 85, Davidson County Registry.
See also Special Proceeding File No. 89 SP 9, Office of the Clerk of Superior Court of
Davidson County.
For back title, see Deed Book 705, Page 1264, Davidson County Registry.

TRACT 3:
BEING Lot No. 59 in Section 1 Plat of Erlanger Mills, Inc. recorded in Book 8, Page 93,
in the Davidson County Registry.
For back title, see Deed Book 816, Page 543, Davidson County Registry.
See Parcel ID: 6726-04-83-2994.
Property Address: 278 Winston Rd., Lexington, NC
TRACT 4:
BEING Lot No. Two Hundred Twenty -Eight (228) as appears in Section 3 of Plat of
Property of Erlanger Mills, Inc., as appears in Plat Book 8, Page 95, in the Office of the Register
of Deeds for Davidson County, North Carolina. For reference see Deed Book 249, Page 116, in
the Davidson County Registry.
For back title, see Deed Book 608, Page 992, Davidson County Registry. See Parcel 1D:
6726-W-71-2405.
Property Address: 83 r St., Lexington, NC.
TRACT 5:
BEING Lots Nos. Three Hundred Eight (308) and Three Hundred Nine (309), as appears
on Map of Grimes Park Subdivision in Plat Book 5, Page 78, in the Office of the Register of
Deeds for Davidson County, North Carolina.
ALSO, BEGINNING at the northeast comer of Lot No. Three Hundred Eight (308),

Grimes Park Subdivision, Plat Book 5, Page 78; thence with the northern line of Lot No. Threc
Hundred Seven (307) North 88 deg. 30 min. East ten (10) feet to a point; thence with a line
crossing Lot No. Three I iundred Seven (307) South I deg. 30 min. Fast 150 feet to a point in the
rear line of Lot No. Three Hundred Seven (307); thence with said tzar line of Lot No. Three
Hundred Seven (307) South 88 deg. 30 min. West ten (10) feet to a point, the southeast comer of
Lot No. Three Hundred Eight (308); thence with the common line of Lots Nos. Three Hundred
Seven (307) and Three Hundred Eight (308) North I deg. 30 min. West 150 feet TO TILE
POINT OF BEGINNING, and being the western ten (10) feet of Lot No. Three Hundred Seven
(307), Grimes Park Subdivision, a map of which is recorded in Plat Book 5, Page 78, in the
Office of the Register of Deeds for Davidson County, North Carolina
For further reference, see Deed Book 273, Page 545; Deed Book 171, Page 393; Deed
Book 214, Page 276; Deed Book 541, Page 245; and Deed Book 543, Page 575, in the Office of
the Register of Deeds for Davidson County, North Carolina.
For back title, see Deed Book 553, Page 312, Davidson County Registry. See Parcel ID:
6726-04-84-9437.
Property Address: 14 Longview SL, Lexington, NC.
TRACT 6:
BEING Lot No. 2 as shown on Section One of Plat of Erlanger Mills, Inc.; duly recorded
in Plat Book 8, Page 93, in the Office of the Register of Deeds of Davidson County, North
Carolina.
This property is subject to restrictions and reservations set out in Deed Book 248, Page
496, Davidson County Registry.
For back title, see Deed Book 584, Page 521, Davidson County Registry. See Parcel ID:
6726-04-74-4410.
Property Address: 762 Second Rainbow St, Lexington, NC.
TRACT 7:
BEING Lots No. 312, 313 and 314, as appears on Map of Grimes Park Subdivision in
Plat Book 5, Page 78, in the Office of the Register of Deeds for Davidson County, North
Carolina.
For further reference, see Deed Book 169, Page 318; Deed Book 174, Page 65; Deed
Book 185, Page 497; Deed Book 209, Page 617; and Deed Book 310, Page 433, in the Office of
the Register of Deeds for Davidson County, North Carolina.

For back title, see Deed Book 518, Page 389, Davidson County Registry. See Parcel ID:
6726-04-84-8425,
Property Address: 10 Longview St., Lexington, NC
IRACT 8:
BEING known and designated as Lots 33-53 and Lots 7 1 -100 of Grimes Park, Section 2,
as set forth in Plat Book 5, Page 97, Davidson County Registry, to which reference is hereby
made for a more particular description.
For back title, see Deed Book 402, Page 611, Davidson County Registry. See Parcel ID:
6726-04-94-0174.
Property Address: I Harb Drive, Lexington, NC
TRACT 9:
BEING known and designated as Lots 1-4 of Grimes Park, Section 4, as set forth in Plat
Book 5, Page 98, Davidson County Registry, to which reference is hereby made for a more
particular description.
See Parcel ID: 6726-04-83-6727.
Property Address: 6 Conrad St., Lexington, NC
TRACT 10:
BEING known and designated as Lots 292-300 of Grimes Park as set forth in Plat Book
5, Page 78, Davidson County Registry, to which reference is hereby made for a more particular
description.
See Parcel ID: 6726-04-94-2570.
Property Address: Longview St., Lexington, NC.
TRACT ll:
BEING known and designated as Lots 301-304 of Grimes Park as set forth in Plat Book
5, Page 78, Davidson County Registry, to which reference is hereby made for a more particular
description.

See Parce I ID: 6726-04-94-1510.
Property Address: Longview St., Lexington, NC.
'!RACY 12:
BEING known and designated as Lots 315 and 316 of Grimes Park as set forth in Plat
Book 5, Page 78, Davidson County Registry, to which reference is hereby made for a more
particular description.
For back title, see Deed Book 507, Page 633, Davidson County Registry. See Parcel ID:
6726-04-84-7458.
Property Address: 8 Longview St., Lexington, NC
TRACT 13:
BEING Lot No. 70 as appears in Section 1 of plat of property of Erlanger Mills, Inc., as
appears in Plat Book 8, Page 93, in the Office of the Register of Deeds for Davidson County,
North Carolina.
For further reference, see Deed Book 249,Page 427,and Deed Book 571.Page 861,
Davidson County Registry. Sec Parcel ID: 6726-04-83-3504.
Property Address: 283 Winston Rd., Lexington, NC
TRACT 14:
BEING Lot No. 306 as appears in Section 4 of plat of property of Erlanger Mills, Inc., as
appears in Plat Book 8, Page 98, in the office of the Register of Deeds of Davidson County,
North Carolina.
Reference is made to Deed Book 287, Page 72; and deed from Vernie C. Sowcrs and
wife, to Carlton Lee lames recorded in the office of the Register of Deeds for Davidson County,
North Carolina.

TRACT 15:
BEING known and designated as Lot 57 of Erlanger Mills, Inc., Section - 1, as set forth
in Plat Book 8, Page 93, Davidson County Registry, to which reference is hereby made for a
more particular description.
For back title, see Deed Book 485, Page 669, Davidson County Registry. Parcel ID:
6276-04-84-2088.
Property Address: 276 Winston Rd., Lexington, NC.
TRACT 16:
BEING known and designated as Lot 69 of Erlanger Mills, Inc., Section - 1, as set forth
in Plat Book 8, Page 93, Davidson County Registry, to which reference is hereby made for a
more particular description_
For back title, see Deed Book 497, Page 527, Davidson County Registry. Parcel ID:
6276-04-83-3600.
Property Address: 282 Winston Rd., Lexington, NC.

'TRACT 1 7 :
BEING known and designated as Lot 71 of Erlanger Mills, Inc., Section - 1, as sct forth
in Plat Book 8, Page 93, Davidson County Registry, to which reference is hereby made for a
more particular description.
For back title, see Deed Book 493, Page 525, Davidson County Registry. Parcel ID:
6276-04-83-3407.
Property Address: 284 Winston Rd., Lexington, NC.
TRACT 18:
BEING known and designated as Lot 183 of Erlanger Mills, Inc., Section - 2, as set forth
in Plat Book 8, Page 94, Davidson County Registry, to which reference is hereby made for a
more particular description.
For back title, see Deed Book 532, Page 202, Davidson County Registry. Parcel ID:
6276-04-73-5033.
Property Address: 34 Mill St., Lexington, NC.
TRACT 19:
BEING known and designated as Lot 222 of Erlanger Mills, Inc., Section - 3, as set forth
in Plat Book 8, Page 95, Davidson County Registry, to which reference is hereby made for a
more particular description.
For back title, see Deed Book 492, Page 547, Davidson County Registry. Parcel Ill:
6276-04-71-2527.
Property Address: 66 8' St., Lexington, NC.

BEING known and designated as Lot 245 of Erlanger Mills, Inc., Section - 3, as set forth
in Plat Book 8, Page 95, Davidson County Registry, to which reference is hereby made for a
more particular description.
For back title, see Deed Book 396, Page 502, Davidson County Registry. Parcel ID:
6276-04-61-4299.
Property Address: 110 Short St_, Lexington, NC.
TRACT 21:
BEING known and designated as Lot 246 of Erlanger Mills, Inc., Section - 3, as set forth
in Plat Book 8, Page 95, Davidson County Registry, to which reference is hereby made for a
more particular description.
For back title, see Deed Book 391, Page 243, Davidson County Registry. Parcel ID:
6276-04-61-4320.
Property Address: 111 Short St., Lexington, NC.
TRACT 22:
BEGINNING at an iron on the south side of the 13.50 R. alley, said beginning comer
being South 87 deg. 04 min. East 150 feet from an iron on the eastern right of way of US Hwy.
52; thence with a line along the south side of said alley and to Joe Hyatt, South 87 deg. 04 min.
East 50.00 feet to a stake, a new corner; thence a new line South 2 deg. 56 min. West 83.01 feet,
more or less, to a stake in Mitchell Harb's line; thence North 86 deg. 44 min. 22 sec. West 50.00
feet to an iron stake; thence North 2 deg. 56 min. East 83.01 feet to an iron stake on the south
edge of the alley, the point of beginning, containing 4,150 sq. ft., more or less, and being the
western portion of that lot as recorded in Deed Book 475, Page 414, Davidson County Registry,
and designated as Tract "A" of the unrecorded map of the Property of Joe Hyatt, dated May, .
1969.
For back title, see Deed Book 1014, Page 1116, Davidson County Registry. See Parcel
ID:6726-04-84-5934.
Property Address: 3 Evans St., Lexington, NC.

TRACF 21:
BEGINNING at a point, C. A. Lamb's comer on the south side of a 13.50 foot alley, said
beginning comer being South 87 deg. 54 min. East 200.00 feet to an iron on the east side of U,)
Ilwy. 52; thence with a line along the south side of said alley South 87 deg. 04 min. East and
crossing an iron at 35.95 feet, and continuing for a total distance of 97.72 feet to a point, James
F. Hill's comer in the line of Ruby R. Lamb; thence with James F. Hill's line South 1 deg. 23
min. West 83.00 feet to a point, James F. Hill's comer in Mitchell A. Harb's line; thence with
Mitchell A. Barb's line North 86 deg. 44 min. 22 sec. West 100.00 feet to a point, comer of C. A.
Lamb in Mitchell A. Harb's line; thence with a line to C. A. Iamb North 2 deg. 58 min. East
83.30 feet to the point of beginning and containing 8,283 sq. fi., more or less.
The above described is subject to a part of a 24 foot road right of way along the north
line.
For back tide, see Deed Book 1624, Page 1853, Davidson County Registry. See Parcel
ID:6726-04-84-6914.
Property Address: 4 Evans St., Lexington, NC.
TRACT 24:
BEGINNING at a point in the northwestemmost comer of the lot which comer is 300
feet, more or less, from an iron on the south side of a 13.50 foot alley and on the eastern edge of
the road right of way of US Ilwy. 52; thence South 87 deg. 04 min. East 60 feet to a point; thence
about South 02 deg. West 84 feet to a point in the Mitchell A. Harb line; thence North 88 deg. 44
min. 22 sec. West 50 feet to a point; thence approximately North 02 deg. East 84 feet to the point
of beginning and containing 4,250 sq. (l., more or less.
The above lot is a portion of that tract conveyed to Edward B. Leonard, Deed Book 475,
Page 414, Davidson County Registry.
For back title, see Deed Book 1611, Page 563, Davidson County Registry. Parcel ID:
6726-04-84-6994.
Property Address: 5 Evans St., Lexington, NC.
TRACT 25:
BEGINNING at an iron stake on the south right of way of Old Highway 64, new corner
to Grover Hunt; thence with four new lines to Hunt South 36 deg. 12 min. West 263.6 feet to an
iron; thence South 63 deg. 54 min. East 162.8 feet to an iron; thence North 18 deg. 20 min. East
12 12 feet to an iron; thence North 35 deg. 18 min. East 122.6 feet to an iron on the south right of

way of Old Highway 64; thence with said right of way North 55 deg. 30 min. West 120 feet to
the beginning, containing 0.75 acres, more or less.
For reference see Deed from 1). L. Hunt and George Hedrick to Grove, Hunt.
TRACT 26:
BEING known and designated as Lots 62 and 63 of Knob Hill Vista, as set forth in Plat
Book 6, Page 76, Davidson County Registry, to which reference is hereby made for a more
particular description.
For back title, see Deed Book 497, Page 798, Davidson County Registry. See Parcel ID:
6726-03-30-6833.
Property Address: 109 Broadview Ave., Lexington, NC.
TRACT 27:
BEING all of Lot 20 as described in Deed Book 475, Page 267, Davidson County
Registry.
For back title, see Deed Book 475, Page 267, Davidson County Registry. See Parcel ID:
6726-04-94-0933.
Property Address: Evans St., Lexington, NC.
TRACT 28:
BEING all of Lot 21A as described in Deed Book 631, Page 689, Davidson County
Registry.
For back title, see Deed Book 631, Page 689, Davidson County Registry. See Parcel ID:
6726-04-84-4945.
Property Address: 1458 Old US Hwy. 52. Lexington, NC.
TRACT 29:
BEING all of Lot 22 as described in Deed Book 419, Page 122, Davidson County
Registry.

For rack title, see Dced Book 419, Page 122, Davidson County Registry. See Parcel ID:
672(r04-84-7E65.
Property Address: 1409 Winston Rd, Lexington, NC

certain real property situated in Davidson County, North Carolina, and more particularly described as follows
SEE ATTACHED LEGAL DESCRIPTION
Pursuant to North Carolina General Statutes Section 41-2, The Grantor executes this deed for the purpose of
creating a joint tenancy with rights of survivorship in the Grantees listed above in accordance with the
percentages of interest stated above.
TO HAVE AND TO HOLD the aforesaid real property and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received,
and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or through
Grantor, while acting in the capacity of Guardian of the Estate of Mitchell Abraham Harb.
Title to the property hereinabove described is subject to the following exceptions:
Subject to all rights of way for public utilities.
Subject to all rights of way for public streets, roadways, and/or easements.
Subject to applicable zoning ordinances, if any.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, the day and year first above
written.
a=�
Priscilla Harb, Guardian d the Estate ot1141itchell Abraham Harb, Incompetent
STATE OF�DII�11 tLl1 ( A(b I & , COUNTY OF aV 1 tl5D tJ
1, LnVP-4 i t�t� \ a Notary Public of the State aforesaid, certify that Priscilla Harb personally
appeared before me this, day and acknowledged the execution of the foregoing instrument in her capacity as
Guardian Qf the 'state of Mitchell Abraham Harb. Witness my
,kon�jundgfficial stamp or seal, this f� day
t 2012. ,00'pp11_`'Aygl`';
My commission expires: �a0� A R y "
%q Notary Public O "U g L\C' U'
U`
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