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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29, 14 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Royscroft
2b.
County:
Cabarrus
2c.
Nearest municipality / town:
Concord
2d.
Subdivision name:
Royscroft
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Grady and Brenda Cook
3b.
Deed Book and Page No.
6509-182 and 10315-0293
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
3841 Willow Grove Lane
3e.
City, state, zip:
Concord, NC 28025
3f.
Telephone no.:
704-791-0573
3g.
Fax no.:
n/a
3h.
Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Developer
4b. Name:
Tom Scott
4c. Business name
(if applicable):
BIRD Land & Investment I, LP
4d. Street address:
725 Cherry Road, Suite 3234
4e. City, state, zip:
Rock Hill, SC 29732
4f. Telephone no.:
980-406-3818
4g. Fax no.:
n/a
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Meagan Jolly
5b. Business name
(if applicable):
Wetlands & Waters, Inc.
5c. Street address:
328 East Broad Street, Suite D
5d. City, state, zip:
Statesville, NC 28677
5e. Telephone no.:
704-681-3479
5f. Fax no.:
n/a
5g. Email address:
[e-mail]
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
5537439533, 5537423527
1 b. Site coordinates (in decimal degrees):
Latitude: 35.31557 Longitude: --80.55902
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
262 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Reedy Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Upper Pee Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is partially cleared fields, early successional growth, and older growth woodlands. Established graveled roadways
throughout the site. General land use nearby consists of low and high density residential, agricultural, and vacant
woodlands.
3b. List the total estimated acreage of all existing wetlands on the property:
1.897 ac
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
17,885 LF
3d. Explain the purpose of the proposed project:
The applicant has stated the purpose of the proposed project is to construct a residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project consists of construction of a residential subdivision and associated infrastructure.The project will
be constructed in two phases, with proposed impacts to WOTUS occurring in the first phase. Proposed impacts are
requested to establish necessary grading for structures and roadways and to access high ground and provide adequate
ingress/egress in the southern portion of the project area. The applicant has utilized headwalls and retaining walls to
minimize impacts to aquatic resources and has avoided the majority of wetlands onsite. Typical construction equipment
will be used, including pan, excavator, etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments: SAW-2019-02460
4b. If the Corps made the jurisdictional determination, what type
®Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Wetlands & Waters, Inc.
Name (if known):
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
2/4/2020
5. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
The proposed project will be constructed in two phases. All proposed activities that require impacts to waters of the US
will occur in Phase I of the project.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non-404, other)
(acres)
Temporary T
W1 ® P ❑ T
Grading
❑ Yes
® No
® Corps
❑ DWQ
0.069
W2 ® P ❑ T
Grading
❑ Yes
® No
® Corps
❑ DWQ
0.026
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.095
2h. Comments: Impacts W1 and W2 are requested for preparation of the site (grading), and construction of structures and
roadways.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Road Crossing
Tributary 4
® PER
❑ INT
® Corps
❑ DWQ
10
118
S2 ® P ❑ T
Riprap apron
Tributary 4
® PER
❑ INT
® Corps
❑ DWQ
10
28
S3 ® P ❑ T
Road Crossing
Tributary 4
® PER
❑ INT
® Corps
❑ DWQ
10
110
S4 ® P ❑ T
Riprap apron
Tributary 4
® PER
❑ INT
® Corps
❑ DWQ
10
32
S5 ❑ PET
Dewatering
Tributary 4
® PER
❑ INT
® Corps
❑ DWQ
10
20
S6 ❑ PET
Dewatering
Tributary 4
® PER
❑ INT
® Corps
❑ DWQ
10
20
3h. Total stream and tributary impacts
328
3i. Comments: Impact S1 is requested for placement of one 118 LF 60" RCP culvert and one 118 LF 84" RCP culvert (offset)
to provide access to high ground within the project area. Impact S3 is requested for placement of one 110 LF 72" RCP culvert
and one 110 LF 96" RCP culvert (offset) to provide access to high ground within the property and to provide adequate
ingress/egress to Phase II portions of the proposed development. Impacts S2 and S4 are to povide adequate energy
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

dissipation (riprap aprons) to protect the channel and downstream waters. Impacts S5 and S6 are to establish work -in -the -dry
conditions to complete culvert placement within the channel (cofferdam and pumparound).
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re wired?
B1 ❑P❑T
❑Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed stream crossings were designed with an orientation perpendicular to the stream to minimize impacts. Stream
crossings incorporate retaining walls and reinforced concrete headwalls/endwalls to reduce the width of the proposed
crossings. Both permanent stream crossings are designed and will be constructed to maintain low flows to sustain the
movement of aquatic life, therefore minimizing adverse effects to aquatic life movements. The project was designed to avoid
the majority of wetlands onsite.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sediment and erosion control measures will be used for the duration of construction of the project to mimize impacts to
aquatic resources, dewatering of the channel will be established to minimize impacts to downstream waters during in -channel
work, and riprap will be embedded into the channel bed substrate so as not to preclude aquatic life passage.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
®Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
228 linear feet
4c. If using stream mitigation, stream temperature:
® warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Project does not include and is not located adjacent to protected
❑ Yes ® No
riparian buffers identified in NC Riparian Buffer Protection Rules
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
>30 %
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
The SMP utilizes BMPs and will be subject to review and approval by the City of Concord.
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
City of Concord
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is not expected to result in additional development that could impact nearby downstream water quality.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater generated from the proposed project will tie into existing sanitary sewer infrastructure onsite.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Project occurs in known range of Northern Long Eared bat.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
EFH GIS
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPOWEB GIS
8.
Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b.
If yes, explain how project meets FEMA requirements: The project will comply with applicable FEMA-approved state or
local floodplain management requirements.
8c.
What source(s) did you use to make the floodplain determination? FEMA FHL Mapper/County GIS layers
Kevin Burrell
4/13/2020
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

TWETLANDSWETLANS WATERS, INC.
Department of the Army
Wilmington District, Corps of Engineers
PO Box 1890
Wilmington, North Carolina, 28402-1890
-and-
NC Division of Water Resources, WBSCPE Unit
512 North Salisbury Street
Raleigh, North Carolina, 27604
RE: Agent Authorization
The undersigned do hereby authorize Wetlands & Waters, Inc. to act on my behalf and take all actions
necessary for the processing of this jurisdictional verification, permit or certification request and any
and all standard and special conditions attached. I/we reserve the right to accept or appeal all final,
proffered actions, jurisdictional determinations, permits or certifications and any and all standard and
special conditions attached.
Applicant:
Contact Name:
Street Address / PO Box:
City, State, Zip Code:
Phone / Fax Number:
Project Name:
Property Street Address:
Applicant Signature
Date:
Zly ocs'ro
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Royscroft
7000 Flowes Store Road, Concord, NC 28025
Tax PIN: 5537439533; 5537423527
(Street Address, City, State, and Zip, orCoun and Tax PIN)/
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Christopher Huysman 4108 LB Tamp Bandy
Inc.170 Dew Drop Road Wetlands & Waters, Propst Drive
Sparta, NC 28675 Conover, NC 28613
336.406.0906 WETLAND AND ENVIRONMENTAL CONSULTANTS 828.302.3437
[e-mail] [e-mail]

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This electronic document is the
property of
McKim & Creed, Inc.
and is not to be used for any
purpose without the written consent
of the engineer whose seal appears
on the original certified document.
DO NOT REMOVE FROM
ELECTRONIC FILE
v&CREED
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
VICINITY MAP
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SITE STATISTICS
TAX MAP & PARCEL #:
PROJECT AREA:
TOTAL PROJECT AREA:
COMMON OPEN SPACE AREA:
EXISTING ZONING:
PROPOSED ZONING:
WATERSHED:
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CABARRUS COUNTY PRD
CITY OF CONCORD PRD
NA (ACCORDING TO GIS WEBSITE)
FEMA INFO:
(A PORTION OF THE PROPERTY IN WITHIN THE FEMA FLOOD ZONE
PER MAP NUMBER 3710553700K - DATED NOVEMBER 16, 2018)
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ROYSCROFT SUBDIVISION
CITY OF CONCORD, NC
FLOWES STORE ROAD
SITE PLAN
OWNER
NAME: GRADY AND BRENDA COOK
ADDRESS: 3841 WILLOW GROVE LN
CONCORD, NC 28025
DEVELOPER
NAME:
BIRD LAND & INVESTMENT 1, LP
ADDRESS:
725 CHERRY ROAD; SUITE 3234
ROCK HILL, SC 29732
CONTACT:
TOM SCOTT
PHONE #:
980-406-3818
EMAIL:
[e-mail]
11 1 1 11 611
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DATE:
APRIL 2020
MCE PROJ. #
07798-0001
DRAWN
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SCALE
HORIZONTAL
1"=300'
VERTICAL:
N/A
1
SHEET NUMBER
REVISION
STATUS: PRELIMINARY DRAWINGS
NOT FOR CONSTRUCTION
DESCRIPTIONS
REVISIONS
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DRAWING N
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HORIZONTAL:
1"=40'
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REVISIOP
STATUS: PRELIMINARY DESIGN
NOT FOR CONSTRUCTION

WETLAND B1300
EXISTING AREA: 0.026 ACRES
IMAPCT AREA: 0.026 ACRES
ROYSCROFT SUBDIVISION
CONCORD, NC
WETLAND B1300
PERMANENT IMPACT
vNFK1M&cREEv
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
41 1 1 41 :1
.1
DATE: APRIL 2020
VICE PROJ. #
07798-0001
DRAWN
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DESIGNED
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CHECKED
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1..=40'
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�REVISIQN
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ROYSCROFT SUBDIVISION
CONCORD, NC
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PROFILE
8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
DATE: APRIL 2020
MCE PROJ. #
07798-0001
DRAWN
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8020 Tower Point Drive
Charlotte, North Carolina 28227
Phone: [phone], Fax: [phone]
NC License# F-1222
www.mckimcreed.com
DATE: APRIL 2020
VICE PROJ. #
07798-0001
DRAWN
JPM
DESIGNED
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0 4-O 0 1 4-O 0 1 4- 7 7 8020 Tower Point Drive
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Phone: [phone], Fax: [phone]
1"=60' (HORIZ.) NC License#F-1222
60' 0 60' 120' www.mckimcreed.com
6' 0 1"=6' (VERT.) 6' 12'
DATE: APRIL 2020
MCE PROJ. #
07798.0001
DRAWN
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DESIGNED
JCB
CHECKED
TMM
PROJ. MGR.
TMM
DRAWING NO.
SCALE
HORIZONTAL:
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REVISION
PhKMANtN 15 I KtAM UKUSSINCj 1
STATUS: PRELIMINARY DESIGN
PROFILE NOT FOR CONSTRUCTION

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-02460 County: Cabarrus U.S.G.S. Quad: NC- Concord SE
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor:
BRD Land & Investment I, LP C/O
Thomas Scott
Address:
10801 Johnston Road
Charlotte, NC 28226
Telephone Number:
704-907-7425
E-mail:
t0m(&sd2nc.com
Size (acres)
262
Nearest Town Concord
Nearest Waterway
Reedy Creek
River Basin Upper Pee Dee
USGS HUC
03040105
Coordinates Latitude: 35.31557
Longitude:-80.55902
Location description:
The review area is located 1000 feet Southwest of the intersection of Flowes Store Road and Mexico Road
in Cabarrus Countv.
PIN(s): 01-020-0002.60 & 01-020-0002.10.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 11/14/2019 (Revised
01/27/2020). Therefore this preliminary jurisdiction determination may be used in the permit evaluation process, including
determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other
resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that
would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlands on the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW-2019-02460
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below on DATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Catherine M. Janiczak at 704-510-1438 or
Catherine.M.Janiczaknusace.armv.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 2/4/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Date of JD: 2/4/2020 Expiration Date of JD: Not applicable

SAW-2019-02460
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.artny.mil/cm_apex/f?p= l 36:4:0
Copy furnished:
Agent:
Wetlands & Waters, Inc
Meagan Jolly
Address:
328 East Broad St., Suite D
Statesville, NC 28677
Telephone Number:
704-773-4239
E-mail:
meaganiollv(&wetlands-waters.com
Property Owner: James Cook
Address: 3841 Willow Grove Lane
Concord, NC 28025
Telephone Number: 704-791-0573
E-mail: pgradycookmaAcarolina.rr.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: BRD Land & Investment I, LP C/O, Thomas
File Number: SAW-2019-02460
Date: 2/4/2020
Scott
Attached
is:
See Section below
PROFFERED PERMIT Standard Permit or Letter of ermission
A
RED PERMIT Standard Permit or Letter of ermission
B
DENIAL
LAPPROVED
C
JURISDICTIONAL DETERMINATION
D
INARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.aIM.mil/Missions/CivilWorks/Re ugulatoryProgramandPennits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the fixture. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Catherine M. Janiczak
CESAD-PDO
Charlotte Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 10M15
8430 University Executive Park Drive, Suite 615
Atlanta, Georgia 30303-8801
Charlotte, North Carolina 28262
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportuni to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Catherine M. Janiczak, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 2/4/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: BRD Land & Investment I, LP C/O, Thomas Scott,
10801 Johnston Road,Charlotte, NC 28226
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Roycroft PJD, SAW-2019-02460
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area is located 1000 feet
Southwest of the intersection of Flowes Store Road and Mexico Road in Cabarrus County. PIN(s): 0 1 -020-0002.60 &
01-020-0002.10.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Cabarrus City: Concord
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.31557 Longitude:-80.55902
Universal Transverse Mercator:
Name of nearest waterbody: Reedy Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): 01/23/2020
TABLE OF AQUATIC RESOURCES INREVIEWAREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non-
and linear feet, if
Section 404 or Section
applicable
wetland waters)
10/404)
Tributary
1 (Rocky
35.318806
-80.56018
3300 LF
Non -Wetland
404
River)
Tributary
2 (Reedy
35.314322
-80.564474
6300 LF
Non -Wetland
404
Creek)
Tributary
35.312706
-80.558515
1100 LF
Non -Wetland
404
3
Tributary
35.311889
-80.553216
4495 LF
Non -Wetland
404
4
Tributary
35.31226
-80.55362
685 LF
Non -Wetland
404
5
Tributary
35.310424
-80.555836
565 LF
Non -Wetland
404
6
Tributary
35.312796
-80.558690
60 LF
Non -Wetland
404
7
Tributary
35.313075
-80.558829
85 LF
Non -Wetland
404
8

Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.,
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non -
and linear feet, if
Section 404 or Section
wetland waters)
applicable
10/404)
Tributary
35.313336
-80.559499
85 LF
Non -Wetland
404
9
Tributary
35.310352
-80.564150
1110 LF
Non -Wetland
404
10
Tributary
35.310298
-80.563896
100 LF
Non -Wetland
404
11
Wetland
35.311033
-80.555638
0.3 ac
Wetland
404
A1000
Wetland
35.319666
-80.558683
0.095 ac
Wetland
404
D1000
Wetland
35.314285
-80.562243
0.89 ac
Wetland
404
E1000
Wetland
35.313583
-80.556232
0.14 ac
Wetland
404
B1200
Wetland
35.313593
-80.555555
0.026 ac
Wetland
404
B1300
Wetland
35.312230
-80.564133
0.25 ac
Wetland
404
F1000
Wetland
35.317275
-80.559730
0.12 ac
Wetland
404
C1000
Wetland
35.314519
-80.558416
0.07 ac
Wetland
404
G 1000
Linear
Wetland
35.313059
-80.558159
82 LF
Wetland
404
A1000
Other
35.313408
-80.557339
279 LF
Non -Wetland
404
Waters 1
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review
area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an
approved JD (AJD) for that review area based on an informed decision after having discussed the
various types of JDs and their characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General
Permit (NWP) or other general permit verification requiring "pre- construction notification" (PCN), or
requests verification for a non -reporting NWP or other general permit, and the permit applicant has
not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit
applicant has elected to seek a permit authorization based on a PJD, which does not make an official
determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD

before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or
different special conditions; (3) the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant
can accept a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without requesting an AJD
constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area
affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any
administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD
or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual
permit (and all terms and conditions contained therein), or individual permit denial can be
administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic jurisdiction exists over
aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic
resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the
review area that could be affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Figure 2 (Dated 11/14/2019 [Revised 01/27/2020])
® Data sheets prepared/submitted by or on behalf of the PJD requestor.
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:_
❑ U.S. Geological Survey Hydrologic Atlas:
® USGS NHD data.
® USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Figure 4 (Dated 10/28/2019)_
® Natural Resources Conservation Service Soil Survey. Citation: Figure 5 (Dated 10/28/2019)
® National wetlands inventory map(s). Cite name: Figure 6 (Dated 10/28/2019)_
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps: Figure 7 (Dated 10/28/2019)_
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Figure 3a & Figure 3b (Dated 10/28/2019)_
or ❑Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
LQiL4yL2 79,
Signature and date of R latory
staff member completing PJD
2/4/2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

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Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
1@1@1@1@I ,IP" I 1:12

i[sit] P
0293 FILED
CABARRUS COUNTY NC
LINDA F. MCABEE
REGISTER OF DEEDS
FILED Dec 28, 2012
AT 02:27 pm
BOOK 10315
START PAGE 0293
END PAGE 0297
INSTRUMENT # 33792
EXCISE TAX $0.00
MKL
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: no tax consideration
Parcel Identifier No. 01-020-0002 60 Verified by County on the day of , 20_
By: 553374395330000
-M&119oxto: Grantees: 3842 Wi
his instrument was prepared by: B1ac
oncord. North Carolina 28025
Brief description for the Index: 131.945 acres Flowes Store Road
THIS DEED made this
C��60
GB LANDGROUP, LLC, a North Carolina
limited liability company
day of December , 2012 , by and between
GRANTEE
JAMES GRADY COOK and wife,
BRENDA E. COOK
3841 Willow Grove Lane
Concord, N.C. 28025
Enter in appropriate block for each party: name, 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.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
the City of Number One Township, Cabarrus County,
North Carolina and more particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE
THE PROPERTY HEREIN CONVEYED IS SECURED BY DEEDS OF TRUST RECORDED IN
BOOK 8032, PAGE 6 AND BOOK 8032, PAGE 17.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 9562 page 0308
A map showing the above described property is recorded in Plat Book
page
NC Bar Association Form No. 3 © 1976, Revised © 1977, 2002 +.Fames Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams.com

10315-
02M 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 WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
GB LANDGROUP, LLP
(Entity Name)
By:
JAMES GRADY COOK
z
Title: manager
C
Z
By:
BRENDA E. COOK
V
Title: manager
By:
Title:
rA
(SEAL)
(SEAL)
(SEAL)
State of North Carolina - County of
z
I, the undersigned Notary Public of the County and State aforesaid, certify that
zpersonally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my
hand and Notarial stamp or seal this day of , 20-.
wMy Commission Expires:
Notary Public
State of North Carolina - County of Cabarrus
I, the undersigned Notary Public of the County and State aforesaid, certify that James Grady Cook
z and Brenda E. Cook ______ personally came before me this day and
O acknowledged that they are the managers of GB Landgroup, LLC
z a North Carolina or xMpMtM%1imited liability companykgvkadK
x :pMamd*(now and that by authority duly given and as the act of each entity,
v he signed the forgoing instrument in its name on its behalf as its act and deed. Witness my hand and
Notarial stamp or seal this day of December 20 12
My Commission Expires:
Notary Public
a State of North Carolina - County of
z
1, the undersigned Notary Public of the County and State aforesaid, certify that
Z
x
Witness my hand and Notarial stamp or seal this day of 920.
a
My Commission Expires:
Notary Public
The foregoing Certificate(s) of is/are certified to be correct.
This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the first page hereof.
Register of Deeds for County
By: Deputy/Assistant - Register of Deeds
NC Bar Association Form No. 3 V 1976, Revised © 1977, 2002 James Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams.com

`1031 5
0295
EXHIBIT "A"
Legal Description
That certain parcel of land situated in No.1 Township, Cabarrus County, North Carolina, and being
more particularly described as follows:
Beginning at a set "Mag" Nail at or near the center of Flowes Store Road (SR#1132, a state
claimed/maintained public right-of-way), said nail having North Carolina Grid Coordinates of N =
573,377.879 and E = 1,536,677.668 and being N 77-32-15 E 13, 674.23 feet (ground distance -
combined factor 0.99987305) from NCGS Monument "ROCKY"; thence leaving Flowes Store Road
along two (2) new courses and distances,1) S 49-46-15 W 554.89 feet to a set #4 rebar; 2) S 07-58-
46 E,11.82 feet to a found %" iron pipe, a common corner with L.N. Roy and wife Grace Roy (Deed
Book 231 Page 241); thence three (3) lines with Roy,1) S 07-58-46 E 127.58 feet to a found Y? iron
pipe; 2) S 29-08-17 E 160.78 feet to a found'/2" iron pipe; 3) S 53-14-04 E, 88.44 feet to a set #4
rebar, anew corner, thence one -hundred and five (105) new courses and distances;1) S 36-57-24 W,
408.29 feet to a set #4 rebar, 2) N 53-02-37 W, 84.00 feet to a set #4 rebar; 3) S 36-57-25 W, 85.92
feet to a set #4 rebar; 4) with the are of a circular curve to the right having a radius of 5 1. 01 feet, an
arc length of 34.04 feet, and a chord bearing and distance of S 56-04-41 W 33.41 feet to a set #4
rebar; 5) S 75-49-04 W, 73.34 feet to a set #4 rebar; 6) N 85-12-51 W, 72.97 feet to a set #4 rebar; 7)
N 81-06-54 W, 116.39 feet to a set #4 rebar; 8) with the arc of a circular curve to the left having a
radius of 724.00 feet, an arc length of 21.80 feet and a chord bearing and distance of N 27-19-33 E
21.80 feet to a set #4 rebar; 9) N 63-32-13 W,150.55 feet to a set #4 rebar;10) S 89-07-15 W, 58.14
feet to a set #4 rebar; l l) N 60-36-27 W,159.65 feet to a set #4 rebar;12) N 13-17-18 E,143.18 feet
to a set #4 rebar; 13) S 61-27-36 W, 206.73 feet to a set #4 rebar; 14) S 81-45-38 W, 42.18 feet to a
set #4 rebar;15) S 72-22-18 W, 207.54 feet to a set #4 rebar;16) S 51-23-36 W, 165.99 feet to a set
#4 rebar; 17) N 45-17-46 W, 18.99 feet to a set #4 rebar; 18) N 45-17-46 W, 44.70 feet to a set #4
rebar;19) N 31-33-16 W,18.09 feet to a set #4 rebar; 20) N 66-12-38 W, 37.89 feet to a set #4 rebar;
21) N 69-21-55 W, 32.12 feet to a set #4 rebar; 22) S 89-55-59 W,16.45 feet to a set #4 rebar; 23) N
67-51-20 W, 29.83 feet to a set #4 rebar; 24) N 89-15-16 W, 45.68 feet to a set #4 rebar; 25) S 84-
12-08 W, 42.83 feet to a set #4 rebar; 26) N 72-38-57 W, 53.33 feet to a set #4 rebar; 27) N 83-02-50
W, 36.70 feet to a set #4 rebar; 28) N 73-17-18 W, 72.48 feet to a set #4 rebar; 29) S 68-44-52 W,
105.55 feet to a set ##4 rebar; 30) S 89-30-00 W, 43.60 feet to a set #4 rebar; 31) S 72-40-20 W,
57.32 feet to a set #4 rebar; 32) S 78-53-27 W,18.52 feet to a set #4 rebar; 33) S 67-52-09 W, 56.66
feet to a set #4 rebar; 34) N 85-35-07 W,102.96 feet to a set #4 rebar; 35) S 88-56-16 W, 36.40 feet
to a set #4 rebar; 36) S 81-11-05 W, 71.89 feet to a set #4 rebar; 37) S 75-20-23 W, 21.85 feet to a
set #4 rebar; 38) with the arc of a circular curve to the left having a radius of 379.00 feet, an are
length of 53.86 feet and a chord bearing and distance of S 75-11-41 W 53.81 feet to a set #4 rebar;
39) S 76-07-29 W, 409.29 feet to a set #4 rebar; 40) N 13-52-31 W, 243.40 feet to a set #4 rebar; 41)
S 54-21-59 W, 588.96 feet to a set #4 rebar; 42) N 13-52-31 W, 368.78 feet to a set #4 rebar; 43) N
54-21-59 E, 588.96 feet to a set #4 rebar; 44) N 13-52-31 W, 684.20 feet to a set #4 rebar; 45) N 09-
30-40 E, 409.83 feet to a set #4 rebar; 46) S 60-41-24 E,103.17 feet to a set #4 rebar; 47) S 00-06-14
E, 77.59 feet to a set #4 rebar; 48) S 20-44-57 W, 89.88 feet to a set #4 rebar; 49) S 31-12-30 W,
51.27 feet to a set #4 rebar; 50) S 01-55-08 W, 47.54 feet to a set 44 rebar; 51) S 20-26-18 W,
114.63 feet to a set #4 rebar; 52) S 58-11-06 E, 37.02 feet to a set #4 rebar; 53) S 65-35-19 E, 53.96
feet to a set #4 rebar; 54) N 82-45-28 E, 33.44 feet to a set #4 rebar; 55) S 81-3 8-14 E, 27.47 feet to a

• 10315
0296
set #4 rebar; 56) S 75-58-59 E,14.41 feet to a set #4 rebar; 57) S 83-43-34 E, 49.66 feet to a set #4
rebar; 58) S 68-20-00 E, 93.63 feet to a set #4 rebar; 59) S 66-43-21 E, 15.96 feet to a set #4 rebar;
60) S 89-48-42 E, 32.66 feet to a set #4 rebar, 61) S 00-01-32 W,14.75 feet to a set #4 rebar; 62) S
71-35-17 E, 244.52 feet to a set #4 rebar; 63) with the arc of a circular carve to the right having a
radius of 321.00 feet, an arc length of 49.59 feet and a chord bearing and distance of S 67-09-45 E
49.54 feet to a set #4 rebar, 64) with the are of a circular curve to the right having a radius of 321.24
feet, an arc length of 105.58 feet and a chord bearing and distance of S 53-18-53 E 105.10 feet to a
set #4 rebar; 65) S 71-17-30 E, 40.94 feet to a set #4 rebar; 66) S 61-21-05 E, 25.00 feet to a set #4
rebar; 67) S 46-25-44 E, 47.98 feet to a set #4 rebar; 68) S 26-06-10 E, 37.26 feet to a set #4 rebar;
69) S 30-58-49 E, 34.21 feet to a set ##4 rebar; 70) S 12-04-49 E, 82.82 feet to a set #4 rebar; 71) S
02-05-58 W,19.76 feet to a set #4 rebar; 72) S 20-07-12 E, 65.15 feet to a set #4 rebar; 73) S 20-07-
12 E, 14.91 feet to a set #4 rebar; 74) with the arc of a circular curve to the left having a radius of
425.75 feet, an arc length of 413.35 feet and a chord bearing and distance of S 47-49-37 E 397.31
feet to a set #4 rebar; 75) S 69-26-49 E, 6.79 feet to a set #4 rebar; 76) S 76-26-03 E, 44.87 feet to a
set #4 rebar; 77) with the arc of a circular curve to the left having a radius of 454.00 feet, an are
length of 171.16 feet and a chord bearing and distance of S 87-14-15 E 170.14 feet to a set #4 rebar,
78) with the arc of a circular curve to the left having a radius of 454.04 feet, an arc length of 90.39
feet and a chord bearing and distance of N 76-15-32 E 90.24 feet to a set #4 rebar; 79) N 19-30-57
W,152.96 feet to a set #4 rebar; 80) N 33-19-51 W, 51.35 feet to a set #4 rebar, 81) N 16-35-37 W,
170.93 feet to a set #4 rebar; 82) N 66-55-53 W, 32.80 feet to a set #4 rebar; 83) N 55-31-31 W,
85.35 feet to a set #4 rebar, 84) N 31-48-17 W, 86.05 feet to a set #4 rebar; 85) N 33-48-52 W, 75.45
feet to a set #4 rebar; 86) N 22-23-13 W, 52.47 feet to a set #4 rebar; 87) N 40-46-18 W, 84.68 feet
to a set #4 rebar; 88) N 38-00-54 W,157.99 feet to a set #4 rebar; 89) N 39-56 09 W; 67.84 feet to a
set #4 rebar; 90) N 3841-20 W, 85.22 feet to a set #4 rebar; 91) with the arc of a circular curve to
the right having a radius of 225.00 feet, an arc length of 19.73 feet and a chord bearing and distance
of N '65-02-05 E 19.72 feet to a set #4 rebar; 92) N 67-32-47 E, 32.31 feet to a set #4 rebar; 93) N
22-27-13 W, 50.00 feet to a set #4 rebar; 94) N 22-27-13 W, 140.00 feet to a set #4 rebar; 95) with
the are of a circular curve to the left having a radius of 428.00 feet, an are length of 195.35 feet and a
chord bearing and distance of S 58-09-58 W 193.65 feet to a set #4 rebar, 96) S 86-38-19 W, 58.26
feet to a set #4 rebar; 97) N 16-22-51 E,107.17 feet to a set #4 rebar; 98) N 13-27-13 W, 81.34 feet
to a set #4 rebar; 99) N 41-41-01 W,114.39 feet to a set #4 rebar,100) N 59-12-52 W, 46.64 feet to
a set #4 rebar; 101) N 82-52-45 W, 63.13 feet to a set ##4 rebar; 102) S 70-12-53 W, 91.27 feet to a
set #4 rebar;103) S 15-08-01 W,18.02 feet to a set #4 rebar;104) S 54-48-00 W, 102.96 feet to a set
#4 rebar; 105) N 10-07-11 E, 277.92 feet to a point at or near the centerline of Rocky River, a
common corner with Coy H. Newport, Dale R. Newport and Kent E Newport (Deed Book 1536 Page
291); thence with the line of Newport, Lester E Drye and wife Joan D. Drye (Deed Book 690 Page
155); Cathy B. Newsome (Deed Book 5126 Page 41) and Mack P. Hinson (Deed Book 515 Page
625) and with or near the centerline of Rocky River the following ten (10) courses and distances: 1',
S 80-47-44 E, 336.56 feet to a point; 2) N 89-25-32 E, 88.38 feet to a point; 3) N 73-15-56 E, 82.8(
feet to a point; 4) N 48-54-56 E, 434.80 feet to a point; 5) N 36-57-41 E,165.34 feet to a point; 6) N
15-44-16 E, 240.50 feet to apoint; 7) N 02-02-51 E, 383.08 feet to apoint; 8) N 11-48-51 W, 223.7(
feet to a point; 9) N 25-45-22 W, 3 83. 10 feet to a point;10) N 09-27-16 W, 226.33 feet to a point,
common comer with Mitchell Messer (Deed Book 5464 Page 279); thence with the line of Messer,'
52-07-51 E, passing a found 3/" iron pipe at 69.59 feet for a total distance 720.84 feet to a found. 1/4'
iron pipe at or near the centerline ofthe above referenced Flowes Store Road; a common corner wit]

10315 -
0297
Bill Edward Stacks and wife Cissy C. Stacks (Deed Book 3644 Page 240) thence with the line of
Stacks, Edwin E. Roy, Jr. and Brandi A. White (Deed Book 1016 Page 43), Edwin E. Roy (Deed
Book 613 Page 222), David J. Anderson and Margaret Anderson (Deed Book 525 Page 5), John
Jackson Evans and others (Deed Book 7299 Page 215) and Daniel J. Farrell and wife Kimberly D.
Farrell (Deed Book 6143 Page 98) and with or near the centerline of Flowes Store Road the
following five (5) courses and distances: 1) S 22-07-17 E, 529.63 feet to a found "PK" nail; 2) with
the arc of a circular curve to the left having a radius of 950.00 feet, an are length of 348.13 feet and a
chord bearing and distance of S 32-37-11 E 346.19 feet to a found "PK" nail; 3) S 43-07-04 E,
440.05 feet to a found "PK" nail; 4) S 43-22-29 E,1336.36 feet to a found "PK" nail; 5) S 45-26-55
E, 105.87 feet to the Point of Beginning, containing 131.945 acres and being a portion of the
property conveyed to Jaynes Grady Cook and wife Brenda E. Cook in Deed Book 6509 Page 182 and
recorded in the Cabarras County Register of Deeds.

6509
0182
BOOK PA.,-
01
02883
Prepared by Kent Davis Jones
and when recorded, return to:
The Law Offices of Swindell & Jones
227 West Trade Street, Suite 2030
Charlotte, North Carolina 28202
Excise Tax: S5,272
Tax Parcel No.: 5537431434
CARARRUS COUNTY
FILED
01/26/2006 1:24 PK
LINDA F. KCAREE
Req r Of Deeds
gy Deputy/Asst.
EXCIS TAX $5272.00
1
STATE OF NORTH CAROLINA
NORTH CAROLINA GENERAL WARRANTY DEED
COUNTY OF CABARRUS
GRANTORS: JOSEPH J. SHAMBO, JR. AND MARSHA R. SHAMBO
Grantors' address: 3533 Blackhorse Lane
Charlotte, North Carolina 28210
GRANTEE: JAMES GRADY COOK AND WIFE BRENDA E. COOK
Grantee's address: 3841 Willow Grove Lane
Concord, North Carolina 28025
Date: January Zo, 2006

0183
For good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, Grantors do grant, bargain, sell and convey unto Grantee, in fee simple, all of
Grantors' right, title and interest in and to that certain real property located in the County of
Cabarrus, State of North Carolina more particularly described on Exhibit A attached hereto and
incorporated herein by reference (the "Land").
TOGETHER with all buildings and improvements on the Land (jointly, the "Improvements"),
and all appurtenances, easements, rights of way, licenses, interests, alleys, strips or gores of land
located on or pertaining to the Land (the "Appurtenances") (the Land, the Improvements, and the
Appurtenances are collectively referenced herein as the "Real Property").
The Real Property hereinabove described was acquired by Grantors by instrument recorded in
Book 04223 at Page 0289 of the Cabarrus County Public Registry.
TO HAVE AND TO HOLD the aforesaid Land and Improvements in fee simple, and all
privileges and appurtenances thereto belonging, to Grantee.
And Grantors covenant with Grantee that: (i) Grantors are seized of the Land and Improvements
in fee simple and otherwise is entitled to the use and enjoyment of the Appurtenances; (ii)
Grantors have the right to convey the Land and Improvements in fee simple and to assign the
Appurtenances; (iii) that title to the Real Property is marketable and free and clear of all
encumbrances, except as set forth below; and (iv) that Grantors will warrant and defend the title
against whomsoever, except for the exceptions hereinafter stated.
Title to the Real Property is subject to the following exceptions:
1. Ad valorem taxes for the year 2006 (which Grantee is obligated to pay) and
subsequent years;
2. Rights of others thereto entitled in and to the continued uninterrupted flow of
Rocky River and Reedy Creek located on the Property;
3. Title to the portion of the Property within the right of way of Flowes Store. Road;
4. Easement(s) and/or right(s) of way to Duke Power Company recorded in Book
160 at Page 157;
5. Easement(s) and/or right(s) of ray to Concord Telephone Company recorded in
Book 231 at Page 636;
6. Right of way and easement to Water and Sewer Authority of Cabarrus County
recorded in Book 2271 at Page 155.

6509 BOOK 6,509 m,;,- 1 4
0184
IN WITNESS WHEREOF, Grantors, by authority duly given, has executed this instrument as
of the day and year first above written.
JOSEPH J. SHAMBO, JR. AND MARSHA R.
SHAMBO
Jos ph J, ham .Tr.
%-.0,.�.
VVarsha R. .,

6509 ,.
6509 BocK 6-500 pv E 1&;-)
STATE OF NORTH CAROLINA
COUNTY OF'Zi V&A
I certify that the following person personally appeared before me this day,
acknowledging to me that he voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated: Joseph J. Shambo.
January', ��� -
,\\�,� AR\9 E Tly s,,, —(Official Signature of otary)
•bejl'��i;
NOTARy''. Cl Notary Public
�•.,�..� - Notary's printed or typed name
PUS LIG
SEAL CAR
My Commission Expires
'�., � ����—
///l1rr�1iii11111111
STATE OF NORTH CAROLINA
COUNTY OF�P,
I certify that the following person personally appeared before me this day,
acknowledging to me that he voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated: Marsha R. Shambo.
January c>lg , 2006
1111111lfllit!!!!!
tia \,�gd6111[R�oy� tS�
N O
2 "LtC
SEAL
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!/h!l l u 1111 00
The foregoing Certificate(s) of
j(O ial Signature of No )
OX fj 1D NoLM Public
otary's printed or typed name
lD -10--Qkl
My Commission Expires
is/are certified to be correct. This
instrument and this certificate are duly registered at the date and time and in the Book and Page
shown on the first page hereof.
REGISTER OF DEEDS FOR COUNTY
Deputy/Assistant - Register of Deeds

6509 Boca b509 i'J u IS6
0186
EXHIBIT A
Legal Description
Lying and being in No. t Township, Cabanus County, North Carolina, on the west
side of Flowes Store Road (SR#1132), on the east side of Reedy Creek, and on the south
side of Rocky River, and being more particularly described as follows:
BEGI[fVNI NG at an existing %a" iron pipe below pavement surface in the centerline
of Flowes Store Road, a corner of L. N. Roy and wife, Grace Roy (Deed Book 231, Page
241), and runs thence five (5) courses and distances with Roy, as follows; (1) S. 53-06-10
W. 562.11 feet to an existing'/," pipe; thence (2) S. 04-38-51 E. 127.58 feet to an existing
IA* pipe; thence (3) S. 25-48-22 E. 160,78 feet to an existing''/2" pipe; thence (4) S. 49-54-09
E. 187.49 feet to an existing 314" pipe (pinched); and thence (5) S. 59-24-30 E. 251.30 feet
to an existing 1" pipe (pinched) in the line of Herbert L. McCurdy and wife, Doris B.
McCurdy (Deed Book 374, Page 224), a corner of Roy; thence with the line of McCurdy,
Charles Henry Pope and wife, Jolene K. Pope (Deed Book 368, Page 114), and Roy R. Sides
and wife, Beulah May Sides (Deed Book 364, Page 73), S. 07-34-35 W. [passing an existing
I" pipe (pinched) at 96.25 feet, a comer of McCurdy and Pope], 884.117 feet to an existing
3/4" pipe in the line of Sides; thence S. 75-33-59 W. 790.31 feet to an existing 1" pipe, a
comer of Creola L, Smith and husband, Bruce A. Smith (Book 857, Page 128) and of Lot
No. ) I of the Voluntary Partition of Henry Asbury Estate Lands (Map Book 25, Page 29);
thence with the line of Lots Nos. 11, 10, 9, 8, 7, and 6, and of Smith, Henry W. Asbury, Jr.
(Book 857, Page 119), Haywood Asbury (Book 1453, Page 115), Haywood Asbury and
wife, Wil lie Mae Asbury(Book 857, Page 125), Kato B. Asbury(Book 857, Page 113), and
Helen C. Asbury (Book 857, Page 116), N. 86.53-17 W. [passing an existing 3/4" pipe at
270.34 feet, an existing 3/4" pipe in stone pile at 486.22 feet, an existing 3/4" pipe 1.13 feet
off line at 699.85 feet, an existing 314" pipe 1.25 feet off line at 911.07 feet, an existing %,"
pipe in stone pile 0.32 feet off line at 1221.59 feet] 1380.51 feet to an existing #4 rebar in
stone, a corner of Helen C. Asbury (and of Lot No. 6) and Jerald R. Gibson and Kent V.
Gibson (Book 1027, Page 222); thence two (2) courses and distances with the line of
Gibson, as follows: (1) S. 67-28-45 W. (passing existing 44 rehars at 400.75 feet and at
714.85 feet) 1003,14 feet to an existing #4 rebar in stone; and thence (2) N. 10-46-44 W.
1065.39 feet to an existing 314" rebar in old creek bed; thence N. 53-36-59 E. 232.02 feet
to an existing 3/4" threaded rod; thence N. 05-54-43 E. 98.97 feet to an existing iron rod;
thence N. 34-29-00 W. 65.96 feet to an existing 3/4" smooth rod; thence N. 79-16-05 W.
197.82 feet to an existing 3/4" smooth rod; thence S. 60-28-55 W. 478.50 feet to a point in
Reedy Creek; thence forty-two (42) courses distances with Reedy Creek, as follows: (1) N.
25-34-59 W. 2i.12 feet to a point; thence (2) N. 58-29-57 W. 60.74 feet to a point; thence
(3) N. 06-46-12 W. 77.05 feet to a point; thence (4) N. 21-22-35 W. 113.94 feet to a point;
thence (5) N. 07-29-49 W. 199,28 feet to a point; thence (6) N. 05-49-55 E. 36.66 feet to a
point; thence (7) N. 21-46-55 E. 34,50 feet to a point; thence (8) N. 62-49-55 E. 310.85 feet
to a point; thence (9) N. 56-09-31 E. 306.53 feet to a point; thence (10) N. 26-54-27 E.
118.43 feet to a poi nt; thence (1 1) N. 19-06-34 W. 42.42 feet to a point; thence (12)14.66-
00-22 W. 68.32 feet to a point; thence (13) S. 85-30-28 W. 126.90 feet to a point; thence
(14) N. 60-58-33 W. I97.37 feet to a point; thence (15) N. 44-52-40 W. 32.54 feet to a point;
thence (16) N. 01-03-53 E. 49.80 feet to a point, thence (17) N. 50-05-31 E. 52.57 feet to
a point; thence (19) N. 78-16-31 E, 102.76 feet to a point; thence (19) N. 54-42-31 E. 113.01
feet to a point; thence (20) N. 20-57-24 E. 360.71 feet to a point; thence (21) N. 06-02-18
E. 253.23 feet to a point; thence (22) N. 05-05-43 W. 89.07 feet to a point; thence (23) N.
68-37-33 W. 81.23 feet to a point; thence (24) S. 57-56-12 W. 97,84 feet to a point; thence
(25) S. 48-00-46 W. 111.02 feet to a point; thence (26) S. 30-26-49 W. 105.28 feet to a
point; thence (27) S. 57-06-42 W. 118.61 feet to a point; thence (28) S. 68-21-27 W. 208.55
feet to a point; thence (29) N. 88-14-47 W. 65.02 feet to a point; thence (30) N. 51-56-57
W, 78.13 feet to a point; thence (3 l) M 39-08-59 W. 230.27 feet to a point; thence (32) N.
26-53-55 W. 72.30 feet to a point; thence (33) N. 13-10-18 W. 455.87 feet to a point; thence
(34) N. 42-02-32 W. 212.59 feet to a point; thence (3 5) N. 19-33-00 W. 101.83 feet to a
point; thence (3 6) N. 36-0640 E. 32.39 feet to a point; thence (37)N. 54-23-37 E. 58.04 feet
to a point; thence (38) N. 62-21-00 E. 252.61 feet to a point; thence (39) N. 80-21-31 E.
96.13 feet to a point; thence (40) S. 72-33-44 E. 270.82 feet to a paint; thence (4 1) S. 5848-
12 E. 432. 10 feet to a point; and thence (42) S. 59-11-15 E. It 9.52 feet to a point near the
intersection with Rocky River; thence leaving Reedy Creek and entering Rocky River, S.
56-30-52 E. 153.76 feet to a point in Rocky River; thence continuing with Rocky River,
twelve (12) courses and distances, as follows: (1) S. 45-19-29 E. 228.98 feet to a point;
thence (2) S. 64-03-59 E. 229.29 feet to a point; thence (3) S. 77-27-49 E. 336.56 feet to a
point; thence (4) S. 87-14-33 E. 88.38 feet to a point; thence (5) N. 76-35-51 E. 82.80 feet
to a point; thence (6)N. 52-14-51 E.434.80 feet to a point; thence (7) N.40-17-36 E. 165,34
feet to a point; thence (8) N. 19-04-11 E. 240.50 feet to a point; thence (9) N. 05-2247 E.
383.08 feet to a point; thence (10) N. 08-28-56 W. 223.76 feet to a point; thence (11) N. 22-
25-27 W. 383.10 feet to a point; thence (12) N. 06-07-21 W. 226.33 feet to a point; and
thence (13) S. 48-47-56 E. 69.59 feet to an existing 3/4" pinched pipe 3 feet below grade on
the south bank of Rocky River, and in the line of H.L. Small, Sr, and wife, Thelma H. Small
(Deed Book 308, Page 578); thence with the line of Small, and with an old road bed, S. 48-
47-56 E. 651.25 feet to an existing 3/4" pinched pipe below pavement surface in the
centerline of Flowes Store Road; thence five (5) courses and distances with the centerline
of Flowes Store Road, as follows: (1) S. 18-47-22 E. 529.63 feet to a set p.k. nail; thence (2)
as said roadway curves in a generally southeasterly direction, at a radius of950.00 feet, for
an arc distance of 348.13 feet to a set p.k, nail, a corner of Jeffrey Lynn Small, Sr. and wife,
Paula Linker Small (Deed Book 537, Page 265) and Edwin E. Roy, Jr, and wife, Brandi A.
White (Book 1016, Page 43); thence (3) S. 39-47-09 E. 440.05 feet to a set p.k, nail in the
line of Edwin E. Roy (Deed Book 613, Page 222); thence (4) S, 40-02-34 E. 1336.36 feet
to a set p.k. nail in the line of McCurdy; and thence (5) S. 42-07-00 E. 115.91 feet to the
point of BEGWNING, containing 262,421 acres, as surveyed by Scott L. Hunter, R.L,S.,
of ESP Associates, P.A., May 1, 1997.

r-1
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© 2019 HERE, ©OpenStreetMap
WETLANDS &
YWATERS, INC.
owner/
Prepared for McKim & Creed
Projec
Roycroft
Developer
Name:
Figure 1: Site Vicinity Map
City / County: State:
Concord Cabarrus NC
Tax
01-020-0002.60, 01-020-0002.10
Town:
PIN s
Coordinates (Lat/Long):
35.31557 /-80.55902 AID / n/a
Scale:
graphic Date: 10/28/19
ORM:

PIN 55374395330000
Property Real ID
01-020-0002.60
Physical Address:
7000 FLOWES STORE RD CONCORD NC 28025
Owner Name 1:
COOK JAMES GRADY
Owner Name 2:
COOK BRENDA E WF
Mailing Address:
3841 WILLOW GROVE LN
Mail City:
CONCORD
Mail State:
NC
Mail Zip:
28025
Parcel PIN
55374395330000
Land Units
131.95
Land Units Type
AC
Land Value
1194580
Building Value
0
Assessed Value
33000
Market Value
1194580
Map Created By Cabarrus County IT Department
Data Sources: Cabarrus County Land Records
Sou ice: Esri, DigitalGbbe, Geo Eye, Earthstar Geographbs, CNES/Airbus
DS, USDA, USGS,AeroGRID. IGN, and the GIS UserCommunity
�N
1:9,028
0 412.5 825 1,650 ft
0 125 250 500 m
WETLANDS &
-�- -x WATERS, INC.
Figure 3a: County GIS

PIN 55374395330000
Property Real ID
01-020-0002.60
Physical Address:
7000 FLOWES STORE RD CONCORD NC 28025
Owner Name 1:
COOK JAMES GRADY
Owner Name 2:
COOK BRENDA E WF
Mailing Address:
3841 WILLOW GROVE LN
Mail City:
CONCORD
Mail State:
NC
Mail Zip:
28025
Parcel PIN
55374395330000
Land Units
131,95
Land Units Type
AC
Land Value
1194580
Building Value
0
Assessed Value
33000
Market Value
1194580
Map Created By Cabarrus County IT Department
Data Sources: Cabarrus County Land Records
SourceEsri, DIgiW lGbbe, Geo Eye, Eaahstar Geogmph'cs, CNESIAirbus
DS, USDA, USGS, A—GR D, IGN, and the GIS User Community
tN
1:9,028
0 412.5 825 1,650 ft
0 125 250 500 m
WETLANDS &
-�- —x WATERS, INC.
Figure 3b: County GIS

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WETLANDS &
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Owner / Project
INC. Developer Prepared for McKim &Creed Name: RoyCroft
Figure 4- USGS TopoQuad
City / Concord County: Cabarrus State: NC
Tax 01-020-0002.60, 01-020-0002.10
PIN s
Coordinates (Lat/Long): 35.31557 /-80.55902
AID /
n/a
Scale: graphic
Date: 10/28/19
ORM:

Map Unit Symbol
Map Unit Name
Aa6
Altavista sandy loam, 2 to 6
percent slopes, rarely
flooded
ChA
Chewacla sandy loam, 0 to 2
percent slopes, frequently
flooded
CuB2
Cullen clay loam, 2 to 8
percent slopes, moderately
eroded
En6
Enon sandy loam, 2 to 8
percent slopes
EnD
Enon sandy loam, 8 to 15
percent slopes
MeB
Mecklenburg loam, 2 to 8
percent slopes
PoD
Poindexter loam, 8 to 15
percent slopes
PoF
Poindexter loam, 15 to 45
percent slopes
W
Water
Soil Map—Cabarrus County, North Carolina
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1.
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Map Scale: 1:11,100 if printed on A portrait (8.5" x 11") sheet.
_ Meters
' 0 150 300 600 900
J1111Feet
0 500 1000 2000 3000
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
1
WETLANDS &
Owner / Project
WATERS, INC. Developer Prepared for McKim &Creed Name: Roycroft
City / County: State: Tax
Figure 5: Soil Survey Town: Concord Cabarrus NC PIN s : 01 020 0002.60, 01 020 000z.lo
Coordinates (Lat/Long): 35.31557 /-80.55902 AID / n/a Scale: graphic Date: 10/28/19
ORM:

U.S. Fish and Midlife Service
National
Wetlands Li Freshwater Emergent Wetland Lake
Estuarine and Marine Deepwater ❑ Freshwater Forested/Shrub Wetland ❑ Other N
❑ WETLANDS & Estuarine and Marine Wetland ❑ Freshwater Pond ❑ Riverine
Owner / Project
WATERS, INc. DevelODer Prepared for McKim &Creed Name: Roycroft
Figure 6: National Wetland
Inventory

FEMA's National Flood Hazard Layer (NFHL) Viewer
.WWETLANDS &
r WATERS, INC.
Figure 7: FEMA Mapping