NC0081957_Owner (Name Change)_20170222

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0081957
Narrows Powerhouse
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner name change )
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
February 22, 2017
This document is printed w . reuse paper - ignore any
content on the reizerse side

ROY COOPER
•
S3
Water Resources
ENVIRONMENTAL QUALITY
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
February 22, 2017
Mr. Eli Hopson
Cube Yadkin Generation LLC
c/o Cube Hydro Partners, LLC
2 Bethesda Metro Center, Suite 1330
Bethesda, MD 20814
Subject: Minor modification of NPDES Permit NC0081957
Narrows Powerhouse
Stanly County
Dear Mr. Hopson:
The Division has received and approved your request to transfer ownership of the subject permit.
As a result, the Division hereby reissues NC0081957. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and
the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended). Insert the
attached page into your permit and discard the old page.
This modified permit includes the following changes from your current permit:
> Change of ownership from Alcoa Power Generating, Inc. to Yadkin Cube Generation, LLC.
➢ Section A.(4) has been updated to require electronic submission of effluent data. Federal
regulations require electronic submittal of all discharge monitoring reports (DMRs).
If any parts, measurement frequencies or sampling requirements contained in this modification are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings
(6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this
decision shall be final and binding.
This permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements
to obtain other permits which may be required by any other Federal, State, or Local governmental
regulation. If you have any questions concerning this matter, please contact Brianna Young at (919) 807-
6388 or via e-mail [[e-mail]].
cc: Central Files
Mooresville Regional Office
NPDES File
ely,
S. Jay Zimmerman, Di
Division of Water Resources
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
https://deq.nc.gov/about/divisions/water-resources/water-resources-petmits/wastewater-branch/npdes-wastewater-petmits

Permit NC0081957'
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
Cube Yadkin Generation LLC
is hereby authorized to discharge wastewater from a facility located at the
Narrows Powerhouse
37720 Pine Street
Badin
Stanly County
to receiving waters designated as Yadkin River in the Yadkin -Pee Dee River Basin in accordance with
effluent limitations, monitoring requirements, and other applicable conditions set forth in Parts I, II, III and
IV hereof.
This permit shall become effective February 1, 2017.
This permit and authorization to discharge shall expire at midnight on January 31, 2019
Signed this day February 22, 2017.
SZimmerman, P.G.
erector, Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 7

Permit NC0081957
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked.
As of this permit issuance, any previously issued permit bearing this number is no longer effective.
Therefore, the exdusive authority to operate and discharge from this facility arises under the permit
conditions, requirements, terms, and provisions included herein.
Cube Yadkin Generation LLC is hereby authorized to:
1. Continue to discharge once -through cooling waters from outfalls 001, 002, 005, 006, and 007, water
from a sump drain (Outfall 003) located at Narrows Powerhouse [37720 Pine Street, Badin] Stanly
County, and
2. Discharge from said treatment works at the location specified on the attached map into the Yadkin
River which is classified as class WS-IV and B waters in the Yadkin -Pee Dee River Basin.
Page2of7

Permit NC0081957
Part I
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[001 / 002 / 005 / 006 / 007]
[15A NCAC 02B.0400 et seq., 15A NCAC 02B.0500 et seq.]
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is
authorized to discharge once -through cooling water from outfalls 001, 002, 005, 006, and 007. Such
discharges shall be limited and monitored' by the Permittee as specified below:
PARAMETER
DISCHARGE LIMITATIONS
Monitoring Requirements
Monthly
Average
Daily
Maximum
1 Effluent Measurement
Frequency
Sample Type
Sample
Location*
Flow (MGD) 00500
Annual
Estimate
Effluent
Temperature1 00010
Annual
Grab
Effluent
pH2 O0400
I Annual
Grab
Effluent
NOTES:
* Effluent or at the point closest to discharge where a representative sample of the discharge can
feasibly be obtained.
1. The temperature of the effluent will be regulated so that the temperature of the receiving stream
does not increase by more than 2.8 °C above the natural water temperature. In no case should
the receiving stream temperature exceed 32 °C due to the facility's operation. Temperature of
the effluent may be obtained anywhere downstream of the heat exchanger effluent that is
representative of the discharge.
2. The pH of the effluent shall not be less than 6.0 standard units nor greater than 9.0 standard
units, unless ambient river conditions prevent compliance with this range.
3. The permittee shall submit discharge monitoring reports electronically using the Division's
eDMR system. See Special Condition A. (4.).
Monitoring results obtained during the calendar year shall be recorded and reported on a Discharge
Monitoring Report (DMR) form and postmarked no later than January 30th following the completed
reporting period. Samples obtained for monitoring purposes may be collected anytime during the calendar
year.
There shall be no discharge of floating solids or visible foam (other than trace amounts) in the effluent, unless
ambient river conditions prevent compliance.
A. (2.) BIOCIDE CONDITION
[G.S. 143-215, 143-215.1]
There shall be no chromium, zinc or copper added to the treatment system except as pre -approved
additives to biocidal compounds.
Page3of7

Permit NC0081957
The permittee shall obtain approval from the Division's Aquatic Toxicology Unit prior to the use of any
biocide (not previously approved by the Division) in the effluent discharged under this permit. Approval
for use of any biocide not previously approved should be requested at least 90 days in advance of any
planned usage.
Contact the Aquatic Toxicology Unit for detailed instructions on requesting approval of biocides:
NC DENR / DWR / Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS [003]
[15A NCAC 02B.0400 et seq., 15A NCAC 02B.0500 et seq.]
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is
authorized to discharge sump water from outfall 003 [Sump Drain] . Such discharges shall be limited and
monitored' by the Permittee as specified below:
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Flow 00500.
N.
Annual
Estimate
Effluent
Oil and Grease1 00556
15.0 m /L
20.0 m /L
Annual
Grab
Effluent
pH2 00400
Annual
Grab
Effluent
NOTES:
* Effluent or at the point closest to discharge where a representative sample of the discharge can
feasibly be obtained.
1. The tailrace shall be visually inspected for oil sheen attributed to facility operations on a weekly
basis in conjunction with inspections of the floor sump and rope skimmer. Confirmation that
a visual inspection was conducted shall be recorded in the operating log for the facility and
provided to the Division upon request.
2. The pH of the effluent shall not be less than 6.0 standard units or greater than 9.0 standard
units, unless ambient river conditions prevent compliance with this range.
3. The permittee shall submit discharge monitoring reports electronically using the Division's
eDMR system. See Special Condition A. (4).
Best Management Practices (BMPs) must be employed to ensure that excessive pollutants are not
discharged to the surface water of the state. These practices should include as a minimum, routine
maintenance of the rope skimmer type oil/water separator and cleaning accumulated sediment in
the bottom of the sump annually.
Chemical wheel pit cleaning is permitted on a monthly basis. When wheel pit cleaning occurs, the
tailrace shall be inspected visually for foam and oil. Cleaning shall be conducted only with pre -
approved solvents. Should the Permittee wish to change solvents, a written request should be made
to the Division including the MSDS for the proposed solvent.
Page 4 of 7

Permit NC0081957
Mechanical cleaning operations which do not contribute any wastewater to the discharge are not
limited by this permit. Non -discharging cleaning operations may be conducted as often as necessary
to ensure safety and proper facility operation.
Monitoring results obtained during the calendar year shall be recorded and reported on a Discharge
Monitoring Report (DMR) form and postmarked no later than January 30th following the completed
reporting period. Samples obtained for monitoring purposes may be collected anytime during the
calendar year.
There shall be no discharge of floating solids or visible foam (other than trace amounts) in the
effluent, unless ambient river conditions prevent compliance.
A. (4.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[NCGS 143-215.1 (b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and program
reports. The final NPDES Electronic Reporting Rule was adopted and became effective on December 21,
2015.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit (Standard ConditionsforNPDES Permits):
• Section B. (11.)
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2) and Section E. (5.) (a)]
The permittee shall report discharge monitoring data electronically using the NC DWR's Electronic
Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter monitoring
data and submit DMRs electronically using the internet. Until such time that the state's eDMR
application is compliant with EPA's Cross -Media Electronic Reporting Regulation (CROMERR),
permittees will be required to submit all discharge monitoring data to the state electronically using
eDMR and will be required to complete the eDMR submission by printing, signing, and submitting one
signed original and a copy of the computer printed eDMR to the following address:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband access,
then a temporary waiver from the NPDES electronic reporting requirements may be granted and
discharge monitoring data may be submitted on paper DMR forms (MR 1, 1.1, 2, 3) or alternative forms
approved by the Director. Duplicate signed copies shall be submitted to the mailing address above. See
"How to Request a Waiver from Electronic Reporting" section below.
Page 5 of 7

Permit NC0081957
Regardless of the submission method, the first DMR is due on the last day of the month following the
issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following compliance
monitoring data and reports, when applicable:
• Sewer Overflow/Bypass Event Reports;
• Pretreatment Program Annual Reports; and
• Clean Water Act (CWA) Section 316(b) Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to Request a
Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1) (9), the permittee must identify the initial recipient at the time of
each electronic submission. The permittee should use the EPA's website resources to identify the initial
recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means the entity
(EPA or the state authorized by EPA to implement the NPDES program) that is the designated entity
for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting tool for each
type of electronic submission and for each state. Instructions on how to access and use the appropriate
electronic reporting tool will be available as well. Information on EPA's NPDES Electronic Reporting
Rule is found at: http://www2.epa.gov/compliance/final-national-pollutant-discharge-elimination-
system-npdes-electronic-reporting-rule.
Electronic submissions must start by the dates listed in the "Reporting Requirements" section above.
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an
electronic reporting waiver, a permittee must first submit an electronic reporting waiver request to the
Division. Requests for temporary electronic reporting waivers must be submitted in writing to the
Division for written approval at least sixty (60) days prior to the date the facility would be required
under this permit to begin submitting monitoring data and reports. The duration of a temporary waiver
shall not exceed 5 years and shall thereupon expire. At such time, monitoring data and reports shall be
submitted electronically to the Division unless the permittee re -applies for and is granted a new
temporary electronic reporting waiver by the Division. Approved electronic reporting waivers are not
transferrable. Only permittees with an approved reporting waiver request may submit monitoring data
and reports on paper to the Division for the period that the approved reporting waiver request is
effective.
Page 6 of 7

l•
Permit NC0081957
Information on eDMR and the application for a temporary electronic reporting waiver are found on the
following web page:
http: / /deq.nc.gov /about/divisions /water -resources /edmr
4. Si_gnatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section B. (11.) (d)]
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11)(a) or by a duly authorized representative of that person as described in Part II, Section
B. (11.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting
purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North Carolina's
eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the following
web page:
http://deq.nc.gov /about/divisions /water -resources /edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make the
following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL
BE ACCEPTED:
'7 certify, under penal0 of law, that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted
Based on my inquiry of the person orpersons who manage the system, or those persons directly responsible forgathering the
information, the information submitted is, to the best of my knowledge and belief,' true, accurate, and complete. I am aware
that there are signcant penalties for submitting false information, including the possibility of fines and imprisonment for
knowing violations."
5. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions.
These records or copies shall be maintained for a period of at least 3 years from the date of the report.
This period may be extended by request of the Director at any time [40 CFR 122.41].
Page7of7

NC0081957 — Narrows Powerhouse
Latitude: 35°25'09"
Longitude: 80°05'32"
Quad #: F17NE
Stream Class: WS-IV & B
Receiving Stream: Yadkin River
Sub -Basin: 03-07-08
Facility
Location
ti
Stanly County
Map not to scale

Water Resources
ENVIRONMENTAL OUALII Y
PAT MCCRORY
DONALD R. VAN DER VAART
S. JAY ZIMMERMAN
PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
Permit Number: NCO() 8 / 1 / 9 / 5 / 7 or NCG5 / / / /
1. Facility Name: Narrows Powerhouse
II. NEW OWNER/NAME INFORMATION:
1. This request for a name change is a result of:
X a. Change in ownership of property/company
b. Name change only
c. Other (please explain):
2. New owner's name (name to be put on permit):
Cube Yadkin Generation LLC
3. New owner's or signing official's name and title: Eli Hopson
(Person legally responsible for permit)
Secretary
4. Mailing address: Two Bethesda Metro Center
State: MD Zip Code: 20814
E-mail address: ehopson(@.cubehydro.com
(Title)
City: Bethesda
Phone: [phone]
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION UNLESS ALL OF THE
APPLICABLE ITEMS LISTED BELOW ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed application form
2. Legal documentation of the transfer of ownership (such as a property deed, articles of
incorporation, or sales agreement)
[see reverse side of this page for signature requirements]
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
https://deq. nc. goy/about/divi sions/water-resources/water-resources-permits/wastewater-branch/npdes-wastewater-permits

NPDES Name & Ownership Change
Page 2 of 2
Applicant's Certification:
Eli Hopson , attest that this application for a
name/ownership change has been reviewed and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this application are not completed and that
if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature:
Date: February 2, 2017
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION & MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDDRESS:
NC DEQ / DWR / NPDES
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Version 7/2016

Cube Yadkin Generation LLC
PO Box 595
Badin, NC 28009
February 2, 2017
Charles Weaver
Water Quality
North Carolina Department of Environmental Quality
Archdale Building.
512 N. Salisbury St.
Raleigh, NC 27604
Dear Mr. Weaver,
Cube Yadkin Generation LLC, an affiliate of Cube Hydro Partners, has acquired the following
hydroelectric plants from Alcoa Partner Generating, Inc.:
NC0076775 Falls Powerhouse
NC0081931 High Rock Powerhouse
NC0081957 Narrows Powerhouse
NC0081849 Tuckertown Powerhouse
As we discussed, the agreement became public on July 11, 2016 and has been widely publicized
since then. The Federal Energy Regulatory Commission (FERC) approved the license transfer on
December 12, 2016 and the transfer became effective February 1, 2017. Please see the deed for
the project lands, the FERC transfer order, and the Ownership Change Request forms for the
facilities attached.
Sincerely,
I
Eli Hopson
Secretary
Cube Yadkin Generation LLC

20161213-3044 FERC PDF (Unofficial) 12/13/2016
157 FERC ¶ 62,188
UNITED STATES OF AMERICA
FEDERAL ENERGY REGULATORY COMMISSION
Alcoa Power Generating Inc. Project No. 2197-109
Cube Yadkin Generation LLC
ORDER APPROVING TRANSFER OF LICENSE
(Issued December 13, 2016)
1. By application filed July 25, 2016, Alcoa Power Generating Inc. (Alcoa Power or
transferor) and Cube Yadkin Generation LLC (Cube Yadkin or transferee) seek
Commission approval to transfer the license and substitute the relicense applicant for the
Yadkin Hydroelectric Project No. 2197, located on the Yadkin River in Stanly,
Montgomery, Davidson, and Rowan counties, North Carolina. The project does not
occupy federal lands.
Background
2. A 50-year license for the project was issued to Carolina Aluminum Company on
May 19, 1958.1 The Commission approved a transfer of license to Alcoa Power
Generating Inc. on July 17, 2000.2 On April 25, 2006, Alcoa Power filed a new license
application. That license expired on April 30, 2008. Since that time the project has been
operating under annual licenses3 until September 22, 2016, when the Commission issued
a new license to Alcoa Power.4
3. The Commission issued a public notice of the current application for transfer on
August 1, 2016, establishing August 31, 2016 as the deadline for filing comments,
1 19 FPC 704 (1958).
2 92 FERC 1162,029 (2000).
3 Section 15(a)(1) of the FPA, 16 U.S.C. § 808 (a)(i) requires the Commission, at
the expiration of a license term, to issue from year-to-year an annual license to the then
licensee under the terms and conditions of the prior license until a new license is issued.
4 156 FERC ¶ 62,210 (2016). The license term is for a period of 38 years, 7
months. The applicants' requested substitution of the transferee for the transferor as the
applicant in the then pending application for a new license for the Yadkin Project is moot
due to the issuance of the new license.

20161213-3044 FERC PDF (Unofficial) 12/13/2016
Project No. 2197-109 2
motions to intervene,5 and protests. Timely motions to intervene were filed on August
29, 2016, by Trading Ford Historic District Preservation Association (Trading Ford
Historic District), and the North Carolina Wildlife Resources Commission (North
Carolina Wildlife). On August 30, 2016, timely motions to intervene were filed by
American Rivers, New Energy Capital Partners, LLC (New Energy),6 and Yadkin
Riverkeeper, Inc. (Riverkeeper), and on August 31, 2015, timely motions or notices to
intervene were filed by Central Park NC (Central Park), North Carolina Department of
Environmental Quality (North Carolina Environmental Quality), Stanly County, and the
North Carolina Department of Justice (North Carolina Justice). Comments were filed on
August 30 and August 31, 2016 by the City of Salisbury (Salisbury) and Riverkeeper,
respectively.
Commission's Standard for Transfers
4. Section 8 of the Federal Power Act (FPA),8 which governs license transfers, does
not articulate a standard for approving a transfer application? The Commission has held
that a transfer may be approved on a showing that the transferee is qualified to hold the
license and operate the project, and that a transfer is in the public interest.10 Specifically,
a license transfer proceeding is a limited inquiry of the ability of the transferee to carry
5 If no answer in opposition to a timely motion to intervene is filed within 15 days
after the motion to intervene is filed, the movant becomes a party at the end of the 15 day
period. If an answer in opposition to a timely motion to intervene is filed not later than
15 days after the motion to intervene is filed, the movant becomes a party only when the
motion is expressly granted, 18 C.F.R. § 385.214(c)(1) and (2) (2016).
6 Alcoa Power and Cube Yadkin filed oppositions to New Energy's motion to
intervene, and, on December 7, 2016, the Commission denied the motion. While New
Energy is thus not a party to this proceeding, we have fully considered its comments.
7 Alcoa Power and Cube Yadkin also filed oppositions to North Carolina Justice's
motion; the Commission granted the motion on December 7, 2016.
8 16 U.S.C. § 801 (2012); see also 18 C.F.R. §§ 9.1— 9.3 (2016).
9 See Potosi Generating Station, Inc. and Willow Creek Hydro, LLC, 100 FERC
¶ 61,115 (2002).
1° See Wisconsin v. FERC, 104 F.3d 462 (D.C. Cir. 1997). See also, e.g., Gallia
Hydro Partners and Rathgar Development Associates, LLC, 110 FERC ¶ 61,237 (2005);
18 C.F.R. pt. 9.3 (2015); Confederated Salish and Kootenai Tribes, 153 FERC ¶ 61,217
(2015).

20161213-3044 FERC PDF (Unofficial) 12/13/2016
Project No. 2197-109 3
out its responsibilities under the license. In evaluating a license transfer application, we
consider the fitness of the transferee to carry out its responsibilities under the license,
including the transferee's control over the project's facilities and payment of the project's
annual charges under the FPA, and whether the transfer is in that sense in the public
interest. Section 8 of the FPA does not, however, require us to revisit all issues that must
be considered under FPA section 10(a)(1) before determining whether to license the
project itself 11
Discussion
A. Cube Yadkin Qualifications
5. Several parties and commenters oppose the transfer based on a general assertion
that the transfer is contrary to the public interest. However, none of the commenters or
intervenors raises specific issues about the fitness of the transferee to be a licensee. For
example, North Carolina Justice asserts that Alcoa's and Cube Yadkin's transfer
application does not provide sufficient information about Cube Yadkin's qualifications to
be the licensee for the project.
6. We find that Cube Yadkin's transfer application demonstrated that it is qualified to
be the licensee for the Yadkin Project. As explained in Cube Hydro's application, Cube
Yadkin was formed for the purpose of owning and operating the project. It is authorized
to engage in the business of developing, transmitting and distributing power. Cube
Yadkin is affiliated with numerous companies (Cube Hydro) involved in the operation
and maintenance of hydroelectric projects and will have ready access to their expertise.
Numerous Alcoa Power employees that have experience with the Yadkin Project will
become employees of Cube Yadkin, or an affiliate of Cube Yadkin, as part of the
proposed transaction.12 Based on the foregoing, there is no basis here to question Cube
Hydro's fitness to be a licensee, and we find that the transfer is consistent with the public
interest.13
11 See New England Power Co. and US Gen New England, Inc, 83 FERC ¶ 61,272
(1998).
12 Application for Approval of Transfer of License filed July 25, 2016.
13 In addition, it is the Commission's policy is to scrutinize transfer requests that —
as is the case here — are filed during the last five years of a license term to determine if
the purpose of the transfer is to elude Commission review of a transferor's poor
compliance record. See Eugene Water & Electric Board, 155 FERC ¶ 62,242, at P 19
(2016); Menominee Company, 74 FERC ¶ 61,023 (1996); and AER NY -Gen, LLC, 133
FERC ¶ 62,143 (2010). There is no basis in this record to conclude that the transfer
application for the Yadkin Project was filed to avoid consideration of a poor compliance
(continued ..)

20161213-3044 FERC PDF (Unofficial) 12/13/2016
Project No. 2197-109 4
B. Project Impacts and Mitigation Measures
7. The motions to intervene and comments of New Energy, North Carolina Justice,
and Riverkeeper raise numerous issues related to the relicensing proceeding, the license
itself, and project impacts. Specifically, New Energy argues that the transfer should be
denied to allow Cube Yadkin and others the ability to compete for the new license. North
Carolina Justice argues that: (1) there is an open question, subject to pending litigation,
regarding whether Alcoa Power holds lawful title to all the property rights (specifically,
rights to the project waters) as required by the license and (2) the facts and circumstances
bearing directly on the 2006 relicense application have changed significantly.
Riverkeeper asserts that the license cannot be transferred due to uncertainty surrounding
the status and responsibilities of Cube Yadkin under the May 7, 2007 Yadkin Relicensing
Settlement Agreement signed by 23 parties to the relicensing proceeding.14 We find that
these arguments, which relate to either the now completed relicensing proceeding or the
license itself and the operation of the project, are not relevant to this transfer proceeding.
When a license is transferred, the new licensee steps into the shoes of the old licensee,
and is subject to any and all requirements to which the old licensee was subject under the
license and the Commission's orders thereunder. Moreover, the mere transfer of a
license does not alter a project's environmental impacts, or the determination of what
mitigation measures are warranted. Consequently a project's environmental impacts and
appropriate mitigation measures are not germane in a transfer proceeding. Such
arguments are collateral attacks on license orders granting a new license and may not be
raised in limited proceeding such as this one.15
record or otherwise give the transferee an advantage in relicensing. Moreover, this
concern is moot as the Commission already evaluated the transferor's compliance history,
found it satisfactory, and issued a new license. Alcoa Power Generating Inc., 156 FERC
¶ 62,210 at PP 160, 162.
14 See Alcoa Power Generating Inc., 156 FERC ¶ 62,210 at PP 7, 13 (order issuing
new license describing and incorporating in part the Settlement Agreement).
15 See Confederated Salish and Kootenai Tribes, 152 FERC ¶ 62,140(2015).

20161213-3044 FERC PDF (Unofficial) 12/13/2016
Project No. 2197-109 5
C. Reopening the License
8. New Energy, North Carolina Justice, Riverkeeper and Central Park NC also
request that the Commission reopen a new license application proceeding for the Yadkin
Hydroelectric Project due to the application for transfer. In an earlier proceeding, New
Energy filed a request for rehearing of the notice rejecting its motion to reopen the
record. In the order denying rehearing,16 the Commission held that it must only reopen
license proceedings where changes in an applicant's plan of development are material,
that is, involve significant changes to a project's physical features such that it should be
considered an entirely new project.17 No such changes have occurred in this
proceeding.'$
9. A transferee is subject to any and all requirements to which the old licensee was
subject under the license and the Commission's orders thereunder. Moreover, a license
transfer, a ministerial action, does not involve any significant changes in the license and
does not provide an opportunity to reopen the licensing proceeding. We find no basis for
reopening the relicensing proceeding.
10. Given that section 15(c)(1)19 of the FPA requires that all applications for a new
license be filed no later than two years from the date of expiration of an existing license
(in this case, by April 30, 2006), by the time that the transfer application was filed, it was
almost 10 years too late for a competing application to be filed. In consequence, even if
we had been required to reopen the relicensing proceeding, it would have been a
meaningless exercise.
16 Alcoa Power Generating Inc., 152 FERC ¶ 61,040 (2015).
17 See Erie Boulevard Hydropower, L.P., 131 FERC ¶ 61,036 at PP 17, 37; reh'g
denied, 134 FERC ¶ 61,205 at PP 31, 32; reh g denied, 136 FERC ¶ 61,044 (2011);
summarily aff'd, Green Island Power Authority v. FERC, 497 Fed. Appx. 127 (2d Cir.
2012).
18 As explained in Alcoa Power Generating Inc., 144 FERC ¶ 61,218, at PP 24-25,
the two matters raised by New Energy — the settlement agreement and two water
withdrawal agreements — did not constitute material amendments to Alcoa's license
application.
19 18 U.S.C. § 808(c)(1) (2012).

20161213-3044 FERC PDF (Unofficial) 12/13/2016
Project No. 2197-109 6
D. Authority to Transfer an Annual License
11. New Energy asserts that the Commission does not have the authority under section
15(a)(1) of the FPA to transfer an annual license. In fact, the Commission has held that
annual licenses may be transferred.20 In any event, because the new license has been
issued to Alcoa Power, this is not a transfer of an annual license, but rather a transfer of a
new license.
E. Terms and Conditions of the Transfer
12. The transferee agrees to accept all of the terms and conditions of the license and to
be bound by the license as if it were the original licensee. The transferor agrees to pay
annual charges that have accrued to the date of the transfer.
13. The transferee will be required to comply with the requirements of the license as
though it were the original licensee. Based on the foregoing, transfer of the license for
this project is consistent with the Commission's regulations and is in the public interest.
The Director orders:
(A) The transfer of the license for the Yadkin Hydroelectric Project No. 2197
from Alcoa Power Generating Inc. to Cube Yadkin Generation LLC is approved.
(B) Alcoa Power Generating Inc. shall pay all annual charges that accrue up to
the effective date of the transfer.
(C) Approval of the transfer is contingent upon: (1) transfer of title of the
properties under license, transfer of all project files including all dam safety related
documents, and delivery of all license instruments to Cube Yadkin Generation LLC
which shall be subject to the terms and conditions of the license as though it were the
original licensee; and (2) Cube Yadkin Generation LLC acknowledging acceptance of
this order and its terms and conditions by signing and returning the attached acceptance
sheet. Within 60 days from the date of this order, Cube Yadkin Generation LLC shall
file certified copies of all instruments of conveyance and the signed acceptance sheet.
20 See Niagara Mohawk Corporation, 88 FERC ¶ 62,082 at p. 64, 153 (1999).
"..... Section 15(a)(1) requires the yearly issuance of an annual license to the
"then licensee" doesn't mean that annual licenses can't be transferred, as the
City of Oswego argues. Section 15(a)(1) does not mention transfers of annual
licenses, much less bar them." See e.g. Edwards Manufacturing Company, Inc.,
84 FERC ¶ 61,227 (1998).

20161213-3044 FERC PDF (Unofficial) 12/13/2016
Project No. 2197-109 - 7
(D) Approval of the transfer is also contingent upon filing of a comprehensive
insurance policy that will include business interruption coverage and major loss coverage
up to the replacement cost, or any other provisions made by the transferee, that will be
available to cover the cost of unexpected maintenance and repairs (e.g., major turbine or
generator malfunctions, dam safety repairs) for the project within 60 days from the date
of this order.
(E) This order constitutes final agency action. Any party may file a request for
rehearing of this order within 30 days from the date of its issuance, as provided in
§ 313(a) of the FPA, 16 U.S.C. § 8251(2012), and the Commission's regulations at
18 C.F.R. § 385.713 (2016). The filing of a request for rehearing does not operate as a
stay of the effective date of this order, or of any other date specified in this order. The
licensee's failure to file a request for rehearing shall constitute acceptance of this order.
Jennifer Hill
Director
Division of Hydropower Administration
and Compliance

20161213-3044 FERC PDF (Unofficial) 12/13/2016
IN TESTIMONY of its acknowledgment of acceptance of all of the terms and conditions
of this order, this day of , 20 ,
has caused its corporate name to be signed hereto by
, its President, and its corporate seal to be affixed
hereto and attested by its Secretary, pursuant to a
resolution of its Board of Directors duly adopted on the day of ,
20 , a certified copy of the record of which is attached hereto.
By
Attest:
Secretary
(Executed in triplicate)

J l A0
20161213-3044 FERC PDF (Unofficial) 12/13/2016
Document Content(s)
P-2197-109.DOCX 1-8

BOOK 784 PAGE 127(85) 349142
1111111111111111
This document presented and filed:
02/02/2017 11:00:44 AM
21-1 1 ,5Sqlr, 00 ie0
Melissa F. Pipkin, Montgomery County, NC 300, Q
REAL ESTATE EXCISE TAX: $241,896.00
NORTH CAROLINA DEED Z4212. O 2 .00 pi
Excise Tax: See attached Schedule 1
Lfti 89 .OD
VcR
Parcel Identifier No. See attached Exhibit B Verified by County on the _ day of , 2017.
By:
Mail/Box to:Womble Carlyle Sandridge & Rice, LLP, 301 South College Street, Suite 3500, Charlotte, NC 28202,
% Attention: Hunter S. Edwards
v/ This instrument was prepared by: Ward and Smith, P.A., P.O. Box 8088, Greenville, NC 27835-8088
Description prepared by: G. Crawford Rippy, III, Attomey at Law, P.O. Box 2382, Albemarle, NC 28002-2382
Schedule 1 prepared by: Womble Carlyle Sandridge & Rice, LLP, 301 South College Street, Suite 3500, Charlotte,
NC 28202
Brief description for the Index: Falls, Narrows, Tuckertown & High Rock Reservoirs & Dams & Public Access
Areas: Transmission Line Corridors; Access Road orridors
THIS DEED made this I ST day of FP_Iprls.arJ , 2017, by and between
GRANTOR
ALCOA POWER GENERATING INC., a Tennessee corporation
c/o Alcoa Inc.
390 Park Avenue
New York, New York 10022
Attn: General Counsel
GRANTEE
CUBE YADKIN GENERATION LLC,
a Delaware limited liability company
c/o Cube Hydro Partners, LLC
2 Bethesda Metro Center, Suite 1330
Bethesda, Maryland 20814
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of
entity, e.g. corporation or parnership.
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 hereby GRANT, BARGAIN, SELL AND CONVEY unto the
Grantee in fee simple, all those certain lots or parcels of land situated in Stanly County, Montgomery County,
Rowan County, Davidson County and Davie County, North Carolina and more particularly described as follows:
No opinion on title is rendered by Ward and Smith, P.A., without a separate written opinion on title from
Ward and Smith, P.A. No opinion on title is rendered by G. Crawford Rippy, III, and the property
description is based upon surveys and information provided by others.

BK 784 PG 128 DOC#349142
All right, title and interest of Grantor in and to the property more particularly described on Exhibit A attached hereto
and incorporated herein by reference.
Grantor hereby makes reservations of casements and rights of way as follows:
1. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for the benefit of and being appurtenant to Grantor's adjoining real property described as all of
the portion of Parcel No. 7 described in the deed recorded in Deed Book 870, Page 898, Rowan
County Registry, currently owned by Grantor, for vehicular and pedestrian ingress, egress and
regress to and from Bringle Ferry Road, and for the installation, construction, maintenance,
connection, repair and replacement of utilities, such easements and rights of way being on, over
and across all of the High Rock Dam Bank Fishing and Picnic Access Area (Canoe Portage)
described as follows:
Lying and being in Morgan Township, Rowan County, North Carolina, and
BEGINNING at a point not set nor found on said 596 foot contour on the main body of the
Tuckertown Reservoir on the Yadkin River on the southeastern most corner of the High Rock
Dam Bank Fishing and Picnic Access Area (Canoe Portage) within the northwestern right of way
boundary line of Bringle Ferry Road, said point having coordinates of northing = 6741158.73
and easting = 1633551.95; thence running within the northwestern right of way boundary line of
Bringle Ferry Road S 58-36-48 W 49.44 feet to a 3/4 inch pipe found, said pipe having
coordinates of northing = 674132.98 and easting = 1633509.75; thence continuing within the
northwestern right of way boundary line of Bringle Ferry Road S 58-36-47 W 632.80 feet a 3/4
inch pipe found within the northwestern right of way of Bringle Ferry Road; thence continuing
within the northwestern right of way of Bringle Ferry Road and crossing under APGI's High
Rock to Badin electrical transmission line S 58-29-39 W 405.03 feet to a 1/2 inch pipe set within
said road right of way, said 1/2 inch pipe having coordinates of northing = 673591.75 and
easting = 1632624.23; thence N 20-01-23 W 116.33 feet to a 2 inch pipe found; thence N 20-01-
19 W 2,076.10 feet to a 1/2 inch pipe set, said pipe having grid coordinates of northing =
675651.68 and easting = 1631873.58, said pipe being corner number 4 in Parcel No. 7 described
in Deed Book 870, Page 898, Rowan County Registry, said pipe also being the common
southwest corner of Parcel No. 7 and northwest corner of Parcel No. 6 described in Deed Book
870, Page 898, Rowan County Registry; thence N 20-01-23 W 735.05 feet to a 1/2 inch pipe set,
said pipe having grid coordinates of northing = 676342.29 and easting = 1631621.90; thence N
17-47-21 E 812.68 feet to a 1/2 inch pipe set, said pipe having grid coordinates of northing =
677116.12 and easting = 1631870.19; thence N 01-50-49 E 104.60 feet to a 1/2 inch pipe set,
said pipe having grid coordinates of northing = 677220.66 and easting = 1631873.56; thence N
01-50-49 E 3.69 feet to a point not set nor found on the contour at elevation 655 feet, APGI
datum, on the northernmost corner of the High Rock Dam Bank Fishing and Picnic Access Area
(Canoe Portage), said point having grid coordinates of northing = 677224.36 and easting =
1631873.68; thence along said contour at elevation 655 feet, APGI datum, the normal full pool
elevation of the High Rock Reservoir, as it meanders in a northeasterly and then southeasterly
direction 1,683 feet, more or less, to a point not set nor found on said 655 foot contour, said point
having grid coordinates of northing = 675983.11 and easting = 1632477.84, said point also being
corner number 1 of Parcel No. 7 as described in Deed Book 870, Page 898, Rowan County
2

BK 784 PG 129 DOC#349142
Registry; thence S 78-05-57 W 3.76 feet to a 1/2 inch pipe set, said pipe having grid coordinates
of northing = 675982.34 and easting = 1632474.16; thence S 78-05-57 W 73.10 feet to a 1/2 inch
pipe set, said pipe having grid coordinates of northing = 675967.26 and easting = 1632402.63;
thence S 78-08-51 W 97.54 feet to a 1-1/2 inch pipe found, said pipe having coordinates of
northing = 675947.23 and easting = 1632307.17, said pipe also being corner number 2 of Parcel
No. 7 described in Deed Book 870, Page 898, Rowan County Registry; thence S 11-52-16 E
200.06 feet to a 1/2 inch pipe set, said pipe having grid coordinates of northing = 675751.44 and
easting = 1632348.32, said pipe being located N 84-21-06 W 110.40 feet from a monument
known as "Monument B West End of High Rock Dam Base Line", said pipe also being both
comer number 3 of Parcel No. 7 and corner number 4 of Parcel No. 6 both corners being
described in Deed Book 870, Page 898, Rowan County Registry; thence S 11-51-30 E 252.09
feet to a 1 1/2 inch pipe found, said corner also being corner number 5 in Parcel No. 6 described
in Deed Book 870, Page 898, Rowan County Registry; thence N 78-08-03 E 219.95 feet to a 1/2
inch pipe set; thence N 78-08-46 E 84.69 feet to a 1/2 inch pipe set, said pipe having coordinates
of northing = 675567.36 and easting = 1632698.26; thence N 78-08-46 E 35.03 feet to a point
not set nor found on the contour at elevation 596 feet, APGI datum, the normal full pool
elevation of Tuckertown Reservoir, said pipe having coordinates of northing = 675574.55 and
easting = 1632732.54; thence along the contour at elevation 596 feet, APGI datum, as it
meanders in a southeasterly direction 1,887 feet, more or less, to a point not set nor found on the
contour at elevation 596 feet, APGI datum, the point of Beginning, and containing 57.148 acres
(2,489,340 square feet), more or less, and being Tract #1, Tract #2 and Tract #3 as shown on that
survey entitled "Survey for: High Rock Dam Bank Fishing and Picnic Access Area (Canoe
Portage) for APGI-Yadkin Division" prepared by Norman Grey Ribelin, PLS with a Job Number
of 2013-1345-Area 25 dated 07/08/2013 and last revised on 08/24/2015. The description is based
on N.C. Grid North NAD83 (NSRS 2011).
This Acccss Area is contained within Tract No. 1 (Reservoirs, Dams and Public Access
Areas) described in Exhibit A attached hereto and incorporated herein by reference.
2. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for the benefit of and being appurtenant to Grantor's adjoining real property described as all of
the portions of Parcel No. 1 described in the deed recorded in Deed Book 322, Page 388, Davie
County Registry, currently owned by Grantor, for vehicular and pedestrian ingress, egress and
regress to and from U. S. Highway 601, and for the installation, construction, maintenance,
connection, repair and replacement of utilities, such casements and rights of way being on, over
and across all of the U. S. Highway 601 Boat Acccss Area described as follows:
Lying and being in Jerusalem Township, Davie County, North Carolina, and being all of Tract #
1 containing 3.817 acres (166,267 square feet), more or less, as shown on that plat entitled
"Survey for: U. S. Highway 601 Boat Access Area for APGI-Yadkin VDivision" as prepared by
Norman Grey Ribelin, PLS with a Job Number of 2015-1345 Area 28 as recorded in Plat Book
12, Page 263, in the Office of the Register of Deed for Davie County, North Carolina, and
reference is made to said plat for a more particular description of said tract by metes and bounds.
This Access Area is contained within Tract No. 1 (Reservoirs, Dams and Public Access
Areas) described in Exhibit A attached hereto and incorporated herein by reference.
3

BK 784 PG 130 DOC#349142
3. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for the benefit of and being appurtenant to Grantor's adjoining real property described as all of
the portions of Parcel No. 13 currently owned by Grantor lying on the southwestern and southern
side of the Southmont-Abbotts Creek Boat Access Area, said Parcel No. 13 being described in
the deed recorded in Deed Book 1165, Page 704, Davidson County Registry, for vehicular and
pedestrian ingress, egress and regress to and from the portion of said Parcel No. 13 adjoining
said Access Area on the north side of said Access Area, and for the installation, construction,
maintenance, connection, repair and replacement of utilities, such easements and rights of way
being on, over and across all of the Southmont-Abbotts Creek Boat Access Area described as
follows:
Lying and being in Silver Hill Township, Davidson County, North Carolina, and
BEGINNING at a 1/2 inch pipe set, said pipe having coordinates of northing = 692543.86 and
easting = 1625321.97; thence N 22-08-15 W 464.98 feet to a 1/2 inch pipe found on the
southeast corner of Lot 91 of Yachtsman's Point Phase 2, Map 5, as shown on the plat recorded
in Plat Book 33, Page 3, Davidson County Registry; thence a common line with said Lot 91, N
02-05-36 W 97.92 feet to a monument found; thence continuing a common line with said Lot 91
N 02-04-35 W 187.03 feet to a 1/2 inch pipe found on the northeast corner of said Lot 91 and the
southeast comer of Lot 92 as shown on said plat recorded in Plat Book 33, Page 3; thence a
common line with said Lot 92 N 02-04-49 W 150.03 feet to a monument found on the northeast
corner of said Lot 92, said monument also being located on the western right-of-way boundary
line of Wildlife Area Recreation Road (SR 1300), said monument having coordinates of northing
= 693409.25 and Basting = 1625130.95; thence crossing Wildlife Area Recreation Road S 88-34-
05 E 291.87 feet to a monument found on the contour at elevation 655 feet, APGI datum, said
monument having coordinates of northing = 693401.96 and easting = 1625422.72; thence along
said contour at elevation 655 feet, APGI datum, as it meanders in a southeasterly and then
southwesterly direction 1,085 feet, more -or -less, to a 1/2 inch pipe set on said 655 foot contour,
the point of Beginning, and containing 6.405 acres, more -or -less, saving and excepting the 0.205
acre cemetery tract described herein below, leaving a net acreage of 6.20 acres, more -or -less, and
being Tract # 2 as shown on that survey entitled "Survey for. Southmont-Abbotts Creek Boat
Access for APGI-Yadkin Division" as prepared by Norman Grey Ribelin, PLS, with a Job
Number of 2015-1345 Area 02 dated 09/10/2015 and last revised on 09/15/2015.
The description is based on N. C. Grid North NAD83 (NSRS 2007).
This Access Area is contained within Tract No. 1 (Reservoirs, Dams and Public Access
Areas) described in Exhibit A attached hereto and incorporated herein by reference.
SAVING AND EXCEPTING from the above described 6.405 acre tract the following described
cemetery tract:
BEGINNING at a 1/2 inch pipe set, said pipe having coordinates of northing = 692941.81 and
Basting = 1625281.91, said pipe also being located S 76-22-46 E 139.07 feet from a 1/2 inch pipe
found on the southeast corner of Lot 91 of Yachtsman's Point Phase 2, Map 5, Plat Book 33,
Page 3, Davidson County Registry; thence N 03-03-15 W 129.60 feet to a 1/2 inch pipe set, said
4

BK 784 PG 131 DOC#349142
pipe having coordinates of northing = 693071.22 and easting = 1625275.00; thence N 80-56-05
E 64.06 feet to a 1/2 inch pipe set, said pipe having coordinates of northing = 693081.32 and
easting = 1625338.26; thence S 05-45-19 E 137.65 feet to a 1/2 inch pipe set, said pipe having
coordinates of northing = 692944.36 and easting = 1625352.07; thence S 87-55-02 W 70.21 feet
to a 1/2 inch pipe set, the point of Beginning, and containing 0.205 acre (8,950 square feet),
more -or -less, and being Tract # 1 as shown on the above identified survey entitled "Survey for:
Southmont-Abbotts Creek Boat Access for APGI-Yadkin Division".
4. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for the benefit of and being appurtenant to Grantor's adjoining real property described as all of
the portions of Parcel No. 36 described in the deed recorded in Deed Book 1165, Page 704,
Davidson County Registry, currently owned by Grantor, for vehicular and pedestrian ingress,
egress and regress to and from Bringle Ferry Road (SR 1002) (a/k/a Denton Road), and for the
installation, construction, maintenance, connection, repair and replacement of utilities. such
easements and rights of way being on, over and across all of the Bringle Ferry Boat Access Area
described as follows:
Lying and being in Healing Springs Township, Davidson County, North Carolina, and
BEGINNING at a 1/2 inch pipe set on the southern right-of-way boundary line of Bringle Ferry
Road (SR 1002) and on the contour at elevation 596 feet, APGI datum, said pipe having
coordinates of northing = 674455.51 and casting = 1634140.53; thence running with the southern
right-of-way boundary line of Bringle Ferry Road N 58-47-52 E 107.47 feet to a 1/2 inch pipe set
on said boundary line; thence with the southern right-of-way boundary line of Bringle Ferry
Road a curve to the right with a radius of 972.50 feet, an arc length of 311.80 feet and a chord
bearing and distance of N 67-58-58 E 310.46 feet to a 1/2 inch pipe set on said boundary line;
thence with the southern right-of-way boundary line of Bringle Ferry Road N 77-06-45 E 766.37
feet to a spike set on said boundary line at its intersection with the southwestern boundary line of
the Winston-Salem Southbound Railway (Deed Book 108, Page 238, Davidson County
Registry), said spike having coordinates of northing = 674798.50 and easting = 1635267.34;
thence a common line with the Winston-Salem Southbound Railway (Deed Book 108, Page 238)
S 61-02-46 E 35.91 feet to a In inch pipe set, said pipe having coordinates of northing =
674781.12 and easting = 1635298.76; thence S 28-13-22 W 500.27 feet to a 1/2 inch pipe set;
thence S 59-57-51 W 238.38 feet to a 1/2 inch pipe set; thence N 72-39-18 W 445.89 feet to a
1/2 inch pipe set; thence S 27-41-14 W 103.13 feet to a 1/2 inch pipe set on the contour at
elevation 596 feet, APGI datum, said pipe having coordinates of northing = 674262.61 and
Basting = 1634382.28; thence along said contour at elevation 596 feet, APGI datum, as it
meanders in a northwesterly direction 369 feet, more -or -less, to a 1/2 inch pipe set on said 596
foot contour, the point of Beginning, and containing 8.307 acres (361,838 square feet), more -or -
less, and being Tract # 1 as shown on that survey entitled "Survey for: Bringle Ferry Boat Access
Area for APGI-Yadkin Division" as prepared by Norman Grey Ribelin, PLS, with a Job Number
of 2015-1345 Area 05 dated 09/09/2015 and last revised on 09/15/2015.
The description is based on N. C. Grid North NAD83 (NSRS 2007).
5

BK 784 PG 132 DOC#349142
This Access Area is contained within Tract No. 1 (Reservoirs, Dams and Public Access
Areas) described in Exhibit A attached hereto and incorporated herein by reference.
5. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for the benefit of and being appurtenant to Grantor's adjoining real property described as all of
the portions of Parcel No. 41 described in the deed recorded in Deed Book 1165, Page 704,
Davidson County Registry, currently owned by Grantor, for vehicular and pedestrian ingress,
egress and regress to and from Newsom Road (SR 2538), and for the installation, construction,
maintenance, connection, repair and replacement of utilities, such easements and rights of way
being on, over and across all of the Newsom Road/Ellis Creek Picnic & Fishing Access Area
described as follows:
Lying and being in Alleghany Township, Davidson County, North Carolina, and
BEGINNING at a 1/2 inch pipe set on the contour at elevation 596 feet, APGI datum, said pipe
having coordinates of northing = 653068.36 and casting = 1645858.72; thence S 38-40-08 E
146.86 feet to a 1/2 inch pipe set on the northwestern right-of-way boundary line of Newsom
Road (SR 2538), said pipe having coordinates of northing = 652953.70 and easting =
1645950.48; thence S 46-03-47 W 473 feet to a 1/2 inch pipe set on the southeastern right-of-
way boundary line of Newsom Road; thence S 36-09-28 E 100.42 feet to a 1/2 inch pipe set on
the contour at elevation 596 feet, APG1 datum, said pipe having coordinates of northing =
652544.42 and easting = 1645669.12; thence staying on the southeast side of Newsom Road and
along said contour at elevation 596 feet, APGI datum, as it meanders in a southwesterly, then
northwesterly, then southwesterly, then southeasterly and then southwesterly direction 345 feet,
more -or -less, to a 1/2 inch pipe set on said 596 foot contour on the northeastern boundary line of
the Winston-Salem Southbound Railway (Deed Book 346, Page 247, Davidson County
Registry), said pipe having coordinates of northing = 652448.41 and easting = 1645562.03;
thence a common line with the Winston-Salem Southbound Railway (Deed Book 346, Page 247)
N 35-19-14 W 114.56 feet to a 1/2 inch pipe set; thence a common line with the Winston-Salem
Southbound Railway (Deed Book 346, Page 247) and crossing Newsom Road N 35-16-50 W
60.34 feet to a 1/2 inch pipe set; thence a common line with the Winston-Salem Southbound
Railway (Deed Book 346, Page 247) N 35-18-49 W 246.26 feet to a 1/2 inch pipe set on the
northeast boundary line of the Winston-Salem Southbound Railway (Deed Book 346, Page 247)
on the contour at elevation 596 feet, APGI datum, said pipe having coordinates of northing =
652792.09 and easting = 1645318.60; thence staying on the northwest side of Newsom Road and
along said contour at elevation 596 feet, APGI datum, as it meanders in a southeasterly, then
northeasterly, then northwesterly, then southeasterly and then northeasterly direction 1,025 feet,
more -or -less, to a 1/2 inch pipe set on the contour at elevation 596 feet, APGI datum, the point of
Beginning, and containing 1.545 acres (67,320 square feet), more -or -less, and being Tract # 1,
and being subject to the right-of-way of Newsom Road, as shown on that survey entitled "Survey
for. Newsom Road/Ellis Creek Picnic & Fishing Access Area for APGI-Yadkin Division" as
prepared by Norman Grey Ribelin, PLS, with a Job Number of 2015-1345 Area 06 dated
09/08/2015 and last revised on 09/16/2015.
The description is based on N. C. Grid North NAD83 (NSRS 2007).
6

BK 784 PG 133 DOC#349142
This Access Area is contained within Tract No. 1 (Reservoirs, Dams and Public Access
Areas) described in Exhibit A attached hereto and incorporated herein by reference.
6. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for vehicular, pedestrian and equestrian ingress, egress and regress, and for the installation,
construction, maintenance, connection, repair, and replacement of utilities on, over and across all
of Tract No. 2 (Falls Transmission Line Corridor), described in Exhibit A attached hereto
and incorporated herein by reference, to and for the benefit of and being appurtenant to: (a)
Grantor's real property that adjoins both sides of said Falls Transmission Line Corridor, said
adjoining property being described as all of the portions of Parcel No. 1 and Parcel No. 14
described in the deed recorded in Deed Book 734, Page 77, Stanly County Registry, currently
owned by Grantor, (b) the portions of Parcel No. 2 and Parcel No. 13 described in the deed
recorded in Deed Book 734, Page 77, Stanly County Registry, currently owned by Grantor, and
(c) the 26.489 acre tract described in the deed recorded in Deed Book 1568, Page 592, Stanly
County Registry.
7. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for vehicular, pedestrian and equestrian ingress, egress and regress, and for the installation,
construction, maintenance, connection, repair and replacement of utilities on, over and across all
of Tract No. 3 (Narrows Transmission Line Corridor First Segment), described in Exhibit A
attached hereto and incorporated herein by reference, to and for the benefit of and being
appurtenant to: (a) Grantor's real property that adjoins both sides of said Narrows Transmission
Line Corridor First Segment, said adjoining property being described as the portions of Parcel
No. 2 and Parcel No. 14 described in the deed recorded in Deed Book 734, Page 77, Stanly
County Registry, currently owned by Grantor, (b) the portions of Parcel No. l and Parcel No. 13
described in the deed recorded in Deed Book 734, Page 77, Stanly County Registry, currently
owned by Grantor, and (c) the 26.489 acre tract described in the deed recorded in Deed Book
1568, Page 592, Stanly County Registry.
8. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for vehicular, pedestrian and equestrian ingress, egress and regress, and for the installation,
construction, maintenance, connection, repair and replacement of utilities on, over and across all
of Tract No. 3 (Narrows Transmission Line Corridor Second Segment), described in Exhibit
A attached hereto and incorporated herein by reference, to and for the benefit of and being
appurtenant to: (a) Grantor's real property that adjoins both sides of said Narrows Transmission
Line Corridor Second Segment, said adjoining property being described as the portions of Parcel
No. 13 described in the deed recorded in Deed Book 734, Page 77, Stanly County Registry,
currently owned by Grantor, and all of the 26.489 acre tract described in the deed recorded in
Deed Book 1568, Page 592, Stanly County Registry, and (b) the portions of Parcel No. 1, Parcel
No. 2 and Parcel No. 14 described in the deed recorded in Deed Book 734, Page 77, Stanly
County Registry, currently owned by Grantor.
9. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for vehicular, pedestrian and equestrian ingress, egress and regress, and for the installation,
construction, maintenance, connection, repair and replacement of utilities on, over and across all
of Tract No. 4 (Access Road Corridors to the Narrows Dam), described in Exhibit A
7

BK 784 PG 134 DOC#349142
attached hereto and incorporated herein by reference, to and for the benefit of and being
appurtenant to: (a) Grantor's real property that adjoins said Access Road Corridors, said
adjoining real property being described as the portions of Parcel No. 1 and Parcel No. 14
described in the deed recorded in Deed Book 734, Page 77, Stanly County Registry, currently
owned by Grantor, (b) the portions of Parcel No. 2 and Parcel No. 13 described in the deed
recorded in Deed Book 734, Page 77, Stanly County Registry, currently owned by Grantor, and
(c) the 26.489 acre tract described in the deed recorded in Deed Book I568, Page 592, Stanly
County Registry.
10. Grantor reserves non-exclusive perpetual easements and rights of way that run with the land
for vehicular and pedestrian ingress, egress and regress to and from N. C. Highway 49, and for
the installation, construction, maintenance, connection, repair and replacement of utilities, such
easements and rights of way being on, over and across all of Tract No. 5 (Access Road
Corridor to Tuckertown Dam), described in Exhibit A attached hereto and incorporated herein
by reference, to and for the benefit of and being appurtenant to Grantor's real property that
adjoins said Access Road Corridor described as the portions of Parcel No. 4 described in the
deed recorded in Deed Book 734, Page 77, Stanly County Registry, currently owned by Grantor,
located on the south side of N. C. Highway 49.
Regarding all of the above reserved easements and rights of way there shall be no duty imposed
upon Grantor or Grantee to improve, construct, maintain, pave and/or grade any easement
and/or right of way. Grantor and Grantee shall have the right to improve, construct, maintain,
pave and/or grade any easement and/or right of way herein reserved.
It is provided, in each case, that Grantor's use of the above described rights, easements and rights
of way shall not disturb or interfere with Grantee's lawful operation of the Yadkin hydroelectric
project, FERC Project No. P-2197-073, other than to a de minimis extent.
Grantor, on behalf of itself, its officers, directors, employees, agents and representatives, shall
indemnify, hold harmless and defend Grantee and its officers, directors, employees, agents and
representatives from and against any and all losses, claims, demands, suits and causes of action
and damages (but not including any losses, claims, demands, suits and causes of' action and
damages to the extcnt caused by or on behalf of Grantee), including court costs, reasonable
attorneys' fees actually incurred (without regard to any statutory presumption) and expert and
witness fccs to the extent both (i) arising after the date hereof, and (ii) resulting from the exercise
by Grantor of the rights under the easements and rights of way reserved hereinabove, including,
but not limited to, any and all losses, claims, demands, suits and causes of action and damages
(but not including any losses, claims, demands, suits and causes of action and damages to the
extent caused by or on behalf of Grantee), including court costs, reasonable attorneys' fees
actually incurred (without regard to any statutory presumption) and expert and witness fees,
resulting from any release of any toxic or hazardous substance to, or environmental damage to
the lands of Grantee or any other property, to the extent both (i) occurring after the date hereof,
and (ii) resulting from the exercise by Grantor of the rights under any easements or rights of way
reserved herein.
8

BK 784 PG 135 DOC#349142
All or a portion of the property herein conveyed _ includes or _4_ does not include the
primary residence of a Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all interests, rights, benefits,
privileges, easements, fixtures, improvements, tenements, appurtenances and hereditaments
thereon or in any way appertaining to such real property and belonging to the Grantor in fee
simple.
This Deed is subject in all respects to all of the terms and provisions of that certain Acquisition
Agreement dated as of July 1, 2016, by and between Grantor and Grantee the terms of which are
incorporated herein by reference, including, but not limited to, all warranties and limitations
described therein.
[Signature page immediately follows.]
9

BK 784 PG 136 DOC#349142
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and
year first above written.
ALCOA POWER GENERATING INC.,
a Tennessee corporation
By: wu
Name and Title: MEG A•p&LA 'J co - fk,Oc+1r
Commonwealth of K. onsy l ►.- : r: - County of /-! Is e r. t ., y
1, the undersigned Notary Public of the County and Commonwealth aforesaid, certify that
tied c A Pc: ' c_ , ; ci personally came before me this day and
acknowledged that he is the k, . c e fre,.; el r .1 t of ALCOA POWER GENERATING
INC., a Tennessee corporation, and that by authority duly given and as the act of such entity, he
signed the foregoing instrument in its name on its behalf as its act and deed.
Witness my hand and Notarial stamp or seal, this . I514' day of ,� ca-►..<<a! y , 2017.
Notary Public
i}
Notary's Printed or T p Name
(Affix Seal)
10
My Commission Expires: Mc y

BK 784 PG 137 DOC#349142
EXHIBIT A
APGI YADKIN PROJECT LEGAL DESCRIPTION
Tallassee Power Company changed its name to Carolina Aluminum Company effective October
2, 1931, as evidenced by the document filed in Corporate Book 4, Page 176, Stanly County
Registry; Carolina Aluminum Company changed its name to Yadkin, Inc. effective July 1, 1958,
as evidenced by the document filed in Corporate Book 5, Page 390, Stanly County Registry;
Yadkin, Inc. was merged into ALCOA POWER GENERATING INC. [hereinafter referred to as
"APGI"] effective January 1, 2000, as evidenced by the document filed in Deed Book 741, Page
936, Stanly County Registry. Tallassee Power Company, Carolina Aluminum Company and
Yadkin, Inc. are one and the same corporate entity as APGI.
Unless otherwise noted bearings in the following legal description are based on N. C. Grid
North. All elevations are based on ALCOA POWER GENERATING INC. datum [hereinafter
referred to as "APGI" datum] formerly known as Yadkin, Inc. datum, Carolina Aluminum
Company datum and Tallassee Power Company datum.
TRACT NO. 1: RESERVOIRS, DAMS AND PUBLIC ACCESS AREAS
Lying and being in Stanly County, Rowan County, Davie County, Davidson County and
Montgomery County, North Carolina, and being more particularly described as follows:
BEGINNING at a calculated point located on the centerline of the historic Yadkin Riverbed on
the common boundary line of Montgomery County and Stanly County, North Carolina,
downstream of the Falls Dam, in Lake Tillery said point having North Carolina Grid
coordinates [hereinafter referred to as "coordinates") of northing = 600328.00 and easting =
1679795.72 ; thence crossing the Yadkin River in Stanly County S 15-11-25 W 305.09 feet to a
calculated point located on the shore line of Lake Tillery in Stanly County on the contour at
elevation 309.5 feet, APGI datum, the full pool elevation of Lake Tillery, said point having
coordinates of northing = 600033.57 and easting = 1679715.78; thence a common line with
Carolina Power Company (Deed Book 66, Page 419, Stanly County Registry, and see also Deed
Book 66, Page 176, and Plat Book 1, Page 126, Parcel "A", all Stanly County Registry), now or
formerly, S 15-10-23 W 31.85 feet to a 1/2 inch pipe set; thence continuing a common line with
Carolina Power Company (Deed Book 66, Page 419), now or formerly, S 15-12-19 W 27.78 fees,
to a nail set; thence a common line with the State of North Carolina Department of Conservation
and Development (Deed Book 101, Page 52, Stanly County Registry, and see also Plat Book 3,
Page 2, Stanly County Registry) S 15-11-07 W 133.33 feet to a 1 1/2 inch pipe found, said pipe
having coordinates of northing = 599847.35 and easting = 1679665.23, said pipe being corner
number 1 in APGI's Parcel No. 1 (Deed Book 734, Page 77, Stanly County Registry); thence a
common line with the State of North Carolina Department of Conservation and Development
(Deed Book 101, Page 52) S 15-11-21 W 375.31 feet to a nail found, said nail having
coordinates of northing = 599485.16 and easting = 1679566.90, said nail being corner number 2
in said Parcel No. 1; thence a common line with the State of North Carolina Department of
Conservation and Development (Deed Book 101, Page 52) N 86-06-12 W 1,602.97 feet to a 2
inch pipe found, said pipe being corner number 3 in said Parcel No. 1; thence crossing within
said Parcel No. 1 N 20-45-14 E 75.35 feet to a 3/4 inch pipe set, said pipe having coordinates of
northing = 599664.55 and easting = 1677994.33; thence N 89-14-42 W 687.09 feet to a 3/4 inch
pipe set in the middle of a road; thence N 89-14-42 W 427.23 feet to a 3/4 inch pipe set; thence
11

BK 784 PG 138 DOC#349142
N 78-05-25 W 567.67 feet to a 3/4 inch pipe set on the northeastern most corner of the Falls
Dam Boat Access Area, said pipe being located 150 feet, more or less, southwest of and
perpendicular to the center line of the Falls Dam Transmission Tower Line, said pipe also being
located S 78-04-51 E 30 feet, more or less, from the center line of the non -publicly maintained
portion of the Falls Dam access road, said pipe having coordinates of northing = 599796.38
and easting = 1676324.65; thence running parallel with and 30 feet, more or less, southeast of
the center line of the non -publicly maintained portion of the Falls Dam access road the following
five calls: (1) S 43-52-06 W 244.79 feet to a 3/4 inch pipe set, (2) S 35-55-52 W 172.29 feet to a
3/4 inch pipe set, (3) S 27-59-35 W 168.87 feet to a 3/4 inch pipe set, (4) a curve to the right with
a radius of 610.45 feet, an arc length of 295.68 feet and a chord bearing and distance of S 41-52-
02 W 292.79 feet to a 3/4 inch pipe set, (5) S 55-44-27 W 198.24 feet to a 3/4 inch pipe set;
thence N 45-07-08 W 26.34 feet to a nail set in the southeastern right of way boundary line of
Falls Road (SR 1727) near the end of the public maintenance of said road, said nail having
coordinates of northing = 599020.23 and easting = 1675596.73, said nail also being located N
40-16-47 E 47.74 feet from a monument located on the southeastern right of way boundary line
of said road; thence N 45-08-38 W 14.51 feet to a 3/4 inch pipe set; thence N 45-04-56 W 10.48
feet to a nail set; thence N 45-07-05 W 25 feet to a 3/4 inch pipe set in the northwestern right of
way boundary line of Falls Road near the end of the public maintenance of said road, said pipe
having coordinates of northing = 599055.51 and easting = 1675561.31, said pipe also being
located N 40-17-42 E 54.11 feet from a monument located on the northwestern right of way
boundary line of said road; thence N 10-33-09 W 414.07 feet to a 2 inch pipe found; thence N
49-19-59 E 395.69 feet to a 2 inch pipe found, said pipe having coordinates of northing =
599720.43 and easting = 1675785.61; thence N 27-13-12 E 3.96 feet to a point not set nor found
located on the contour at elevation 364 feet, APGI datum, the normal full pool elevation of the
Falls Reservoir, on the northwestern most corner of the Falls Dam Boat Access Area, said
point having coordinates of northing = 599723.96 and easting = 1675787.43; thence along said
contour at elevation 364 feet, APGI datum, as it meanders in a northeasterly direction 246 feet,
more or less, to a 3/4 inch pipe set on the southern boundary line of the 300 foot wide corridor
for the Falls Transmission Line, said pipe having coordinates of northing = 599884.86 and
easting = 1675905.14; thence crossing said transmission line corridor and continuing along the
contour at elevation 364 feet, APGI datum, as it meanders in a northeasterly direction 456 feet,
more or less, to a 3/4 inch pipe set on the northern boundary line of said 300 foot wide corridor
for the Falls Transmission Line, said pipe having coordinates of northing = 600121.80 and
Basting = 1676235.23; thence S 78-05-25 E 3.48 feet to a point not set nor found on the contour
at elevation 364 feet, APGI datum, said point having coordinates of northing = 600121.08 and
casting = 1676238.64; thence continuing along the contour at elevation 364 feet, APGI datum as
it meanders in a northeasterly, then northwesterly, then northerly and then northeasterly direction
7,640 feet, more or less to a point not set nor found on the contour at elevation 364 feet, APGI
datum, said point having coordinates of northing = 605406.57 and easting = 1674185.73; thence
S 69-27-49 W 4.94 feet to a 3/4 inch pipe found, said pipe having coordinates of northing =
605404.83 and easting = 1674181.11; thence S 69-27-49 W 202.52 feet to a 3/4 inch pipe found;
thence N 71-31-56 W 499.86 feet to a 3/4 inch pipe set in the southern boundary line of the
corridor for the private road to the lower Narrows Dam, said pipe having coordinates of northing
= 605492.13 and easting = 1673517.33; thence crossing said private road corridor N 18-20-19 E
59.99 feet to a 3/4 inch pipe set on the northern boundary line of said road corridor, said pipe
having coordinates of northing = 605549.07 and easting = 1673536.21; thence N 89-39-25 E
12

BK 784 PG 139 DOC#349142
159.07 feet to a 3/4 inch pipe set; thence N 47-23-07 E 130.36 feet to a 3/4 inch pipe set; thence
N 22-41-23 E 277.24 feet to a 3/4 inch pipe set; thence N 26-33-45 E 841.44 feet to a 3/4 inch
pipe set; thence N 15-41-49 W 80.62 feet to a 3/4 inch pipe set; thence N 10-18-48 W 230.73
feet to a 3/4 inch pipe set; thence N 05-41-51 E 262.66 feet to a 3/4 inch pipe set; thence N 06-
43-04 W 279.71 feet to a 3/4 inch pipe set; thence N 01-15-01 E 253.23 feet to a 3/4 inch pipe
set; thence N 37-27-46 W 399.94 feet to a 3/4 inch pipe found, said pipe having coordinates of
northing = 608061.08 and easting = 1673966.92 and said pipe being Corner 16D as shown on the
plat recorded in Plat Book 5, Page 21, Stanly County Registry; thence a common line with said
Parcel No. 14 N 37-27-36 W 785.21 feet to a 3/4 inch pipe set; thence a common line with said
Parcel No. 14 N 37-28-16 W 144.57 feet to a 3/4 inch pipe found, said pipe having coordinates
of northing = 608799.10 and easting = 1673401.40, said pipe being corner number 28 in Parcel
No. 1, Deed Book 734, Page 77, Stanly County Registry, said pipe being corner number 2 in
Parcel No. 2, Deed Book 734, Page 77, said pipe also being located in the common line of Parcel
No. 2 and Parcel No. 14, Deed Book 734, Page 77; thence a common line with said Parcel No.
14 N 37-28-07 W 173.29 feet to a 3/4 inch pipe set; thence a common line with said Parcel No.
14 N 37-27-52 W 103.27 feet to a 3/4 inch pipe set on the southeastern edge of an access road;
thence a common line with said Parcel No. 14 N 37-27-47 W 74.96 feet to a 3/4 inch pipe set on
the northwestern edge of an access road; thence a common line with Parcel No. 14 N 37-27-47
W 542.36 feet to a 3/4 inch pipe found, said pipe having grid coordinates of northing =
609508.60 and Basting = 1672857.69, said pipe also being corner 16 C as shown on the plat
recorded in Plat Book 5, Page 21, Stanly County Registry; thence a new line N 75-16-49 E
580.61 feet to a 3/4 inch pipe found, said pipe having grid coordinates of northing = 609656.13
and easting = 1673419.24; thence N 75-16-49 E 17.06 feet to a point not set nor found on the
contour at elevation 541.1 feet, APGI datum, the normal full pool elevation of the Narrows
Reservoir, said point having grid coordinates of northing = 609660.46 and easting =
1673435.74; thence a common line with APGI's Parcel No. 2 (Deed Book 734, Page 77, Stanly
County Registry) which runs along the contour at elevation 541.1 feet, APGI datum, as it
meanders in a northwesterly and then southwesterly direction 5,800 feet, more or Tess, to a point
not set nor found on said 541.1 foot contour, said point having coordinates of northing =
608608.42 and easting = 1671399.17, this portion of said Parcel No. 2 also being known as the
Hardaway Site; thence continuing a common line with said Parcel No. 2 which runs with the
contour at elevation 541.1 feet, APGI datum, as it meanders in a southwesterly, then southerly,
then southeasterly and then southwesterly direction 1,670 feet, more or less, to a 3/4 inch pipe
found on said 541.1 foot contour, said pipe also being located on the northwestern boundary line
of the 300 foot wide corridor for the Narrows Transmission Line, said pipe having coordinates of
northing = 607621.40 and easting = 1671175.79; thence continuing a common line with said
Parcel No. 2 which runs with the contour at elevation 541.1 feet, APGI datum, as it meanders in
a southwesterly direction 383 feet, more or less, to a 3/4 inch pipe found on said 541.1 foot
contour, said pipe also being located on the southeastern boundary line of the 300 foot wide
corridor for the Narrows Transmission Line, said pipe having coordinates of northing =
607272.37 and casting = 1671191.56; thence continuing a common line with said Parcel No. 2
which runs with the contour at elevation 541.1 feet, APGI datum, as it meanders in a southerly
direction 640 feet, more or less to a monument found on said contour, said monument having
coordinates of northing = 606703.64 and easting = 1671242.29; thence a common line with
ALCOA INC. (Deed Book 1569, Page 342, Stanly County Registry) which runs with the contour
at elevation 541.1 feet, APGI datum, as it meanders in a northwesterly direction 659 feet, more
13

BK 784 PG 140 DOC#349142
or less, to a point not set nor found on said 541.1 foot contour, said point also being located on
the southeastern boundary line of the 200 foot wide corridor for the Narrows Transmission Line,
said point having coordinates of northing = 607169.76 and easting = 1670854.43; thence a
common line with ALCOA INC. (Deed Book 1569, Page 342) which runs with the contour at
elevation 541.1 feet, APGI datum, as it meanders in a northwesterly direction 205 feet, more or
less, to a point not set nor found on said 541.1 foot contour, said point also being located on the
northwestern boundary line of the 200 foot wide corridor for the Narrows Transmission Line,
said point having coordinates of northing = 607361.64 and easting = 1670782.76; thence
continuing a common line with ALCOA INC. (Deed Book 1569, Page 342) which runs with the
contour at elevation 541.1 feet, APGI datum, in a northwesterly and then southwesterly direction
1,537 feet, more or less, to a point not set nor found on said 541.1 foot contour, said point having
coordinates of northing = 607241.52 and easting = 1669938.71; thence a common line with
APGI's said Parcel No. 2 which runs with the contour at elevation 541.1 feet, APGI datum, as it
meanders in a southwesterly, then northwesterly and then southwesterly direction 2,347 feet,
more or less, to a point not set nor found on said 541.1 foot contour, said point also being located
on the northern boundary line of the 300 foot wide corridor for the Narrows Transmission Line,
said point having coordinates of northing = 605997.92 and easting = 1668520.29; thence
continuing a common line with APGI's said Parcel No. 2 and crossing the Narrows Transmission
Line corridor along the contour at elevation 541.1 feet, APGI datum, as it meanders in a
southwesterly direction 378 feet, more or less, to a point not set nor found on said 541.1 foot
contour on the southern boundary line of the 300 foot wide corridor for the Narrows
Transmission Line, said point having coordinates of northing = 605663.55 and easting =
1668354.39; thence continuing a common line with APGI's said Parcel No. 2, also being along
the contour at elevation 541.1 feet, APGI datum, as it meanders in a southwesterly direction 517
feet, more or less, to a point not set nor found on said 541.1 foot contour on the northeastern
most corner of the Badin Boat Access Area, said point having coordinates of northing
605235.69 and easting =1668157.13; thence crossing APGI's said Parcel No. 2 S 21-06-17 E 8
feet to a 3/4 inch pipe found, said pipe having coordinates of northing = 605228.23 and easting =
1668160.01; thence a common line of APGI's said Parcel No. 2 and APGI's Parcel No. 13 (Deed
Book 734, Page 77) S 21-06-17 E 73.41 feet to a 3/4 inch pipe found in a common comer of
APGI's said Parcel No. 2 and APGI's said Parcel No. 13, said pipe also being Comer No. 40N as
shown on the plat recorded in Plat Book 5, Page 21, Stanly County Registry; thence with a
common line of APGI's said Parcel No. 2 and said Parcel No. 13 a curve to the right with a
radius of 554.51 feet, an arc length of 309.23 feet and a chord bearing and distance of S 84-51-12
W 305.23 feet to a 3/4 inch pipe set; thence crossing APGI's said Parcel No. 13 S 30-26-16 W
533.70 feet to a 1/2 inch pipe found; thence a common line of APGI's said Parcel No. 13 and 786
BMN Inc. (Deed Book 1166, Page 78, Stanly County Registry) N 62-04-31 W 165.76 feet to a
1/2 inch pipe found on the assumed eastern right of way boundary line of N. C. Highway 740,
said pipe being the southwestern most corner of APGI's said Parcel No. 13, said pipe also being
located in the common line of APGI's said Parcel No. 13 and ALCOA INC. (Deed Book 190,
Page 570, Tract No. 1, Stanly County Registry), said pipe also being located in the northwestern
most corner of 786 BMN Inc. (Deed Book 1166, Page 78), said pipe having coordinates of
northing = 604749.84 and easting = 1667465.60; thence with the assumed eastern right of way
boundary line of N. C. Highway 740 and the common line of APGI's said Parcel No. 13 and
ALCOA INC.'s said Tract No. 1 the following four bearings and distances: (1) N 16-10-58 E
97.30 feet to a 3/4 inch pipe found, (2) N 13-11-55 E 258.74 feet to a 3/4 inch pipe found, (3) N
14

BK 784 PG 141 DOC#349142
13-30-13 E 28.22 feet to a 3/4 inch pipe found, (4) N 13-46-38 E 164.07 feet to a 2 inch pipe
found, said pipe being Corner No. 40M as shown on the plat recorded in Plat Book 5, Page 21,
Stanly County Registry, said pipe also being in the line of APGI's Parcel No. 2 (Deed Book 734,
Page 77); thence continuing with the assumed eastern right of way boundary line of N. C.
Highway 740 and the common line of APGI's said Parcel No. 2 and ALCOA INC.'s said Tract
No. 1 N 13-45-30 E 194.27 feet to a 2 inch pipe found in the line of APGI's Parcel No. 15 (Deed
Book 734, Page 77), being the southwestern most corner of said Parcel No. 15, said pipe also
being Comer No. 40L as shown on the Plat Recorded in Plat Book 5, Page 21; thence continuing
with the assumed eastern right of way boundary line of N. C. Highway 740 and the common line
of APGI's said Parcel No. 15 and ALCOA INC.'s said Tract No. 1 the following nine bearings
and distances: (1) N 15-14-38 E 136.83 feet to a 3/4 inch pipe found, (2) N 16-10-05 E 45.87
feet to a 5/8 inch rod set, (3) N 16-07-30 E 89.10 feet crossing the easement for the Narrows
Transmission Line corridor to a 5/8 inch rod set, (4) N 16-07-05 E 234.99 feet to a 1/2 inch pipe
set, (5) N 16-24-43 E 14.29 feet to a 1/2 inch pipe found, (6) N 13-41-00 E 231.21 feet to a 3/4
inch pipe found, (7) a curve to the left with a radius of 1,073.79 feet, an arc length of 437.92 feet
and a chord bearing and distance -of N 03-54-05 W 434.89 feet to a 3/4 inch pipe found, (8) N
15-35-05 W 76.03 feet to a 3/4 inch pipe found and (9) N 15-33-16 W 20.81 feet to a point not
set nor found on the contour at elevation 541.1 feet, APGI datum, on the northern most corner
of the Badin Boat Access Area, on the northernmost corner of APGI's said Parcel No. 15, said
point having coordinates of northing = 606723.64 and easting = 1667785.53; thence along the
contour at elevation 541 feet, APGI datum, as it meanders in a northwesterly direction 227 feet,
more or less, said contour elevation also being the common line of APGI (Deed Book 49, Page
408) and ALCOA INC.'s said Tract No. 1, to a 3/4 inch pipe found, said pipe being the
southernmost corner of APGI's Parcel No. 16 (Deed Book 734, Page 77), and also being the
southernmost corner of the Badin Lake Picnic and Swimming Access Area, said pipe having
coordinates of northing = 606940.73 and easting = 1667725.10; thence along the assumed
eastern right of way boundary line of N. C. Highway 740 and the common line of APGI's said
Parcel No. 16 and ALCOA INC.'s said Tract No. 1 the following three bearings and distances:
(1) N 13-48-06 W 22.34 feet to a 3/4 inch pipe found, (2) a curve to the left with a radius of
995.55 feet, and arc length of 459.79 feet and a chord bearing and distance of N 29-16-52 W
455.71 feet to a 3/4 inch pipe found, (3) N 44-04-14 W 134.06 feet to a 3/4 inch pipe found at the
intersection of the assumed eastern right of way boundary line of N. C. Highway 740 and the
southeastern right of way boundary line of the Aluminum Company of America Railroad Badin
to Whitney Line, said pipe having coordinates of northing = 607456.23 and casting =
1667403.64; thence along the southeastern right of way boundary line of the Aluminum
Company of America Railroad Badin to Whitney Line, also being the common line of APGI's
said Parcel No. 16 and ALCOA INC.'s said Tract No. 1, N 19-41-29 E 212.68 feet (crossing a
buried culvert connecting the main body of the Narrows Reservoir with a small pool located on
the northwest side of said Railroad Line, the portion of said culvert and pool lying on the contour
at and below elevation 541 feet, APGI datum, being conveyed herewith) to a 1/2 inch pipe set on
said Railroad boundary line, said pipe having coordinates of northing = 607656.48 and easting =
1667475.30; thence continuing with the southeastern right of way boundary line of the
Aluminum Company of America Railroad Badin to Whitney line N 19-47-55 E 866.44 feet to a
3/4 inch pipe found in the line of APGI's Parcel No. 3 (Deed Book 734, Page 77, Stanly County
Registry), said pipe having coordinates of northing = 608471.70 and easting = 1667768.78;
thence continuing with the eastern right of way boundary line of the Aluminum Company of
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America Railroad Badin to Whitney line N 19-40-50 E 127.02 feet to a 1/2 inch pipe set; thence
continuing with the eastern right of way boundary line of the Aluminum Company of America
Railroad Badin to Whitney line N 19-50-18 E 198.17 feet to a 1/2 inch pipe set; thence S 70-19-
59 E 10.54 feet to a 1/2 inch pipe set, said pipe having coordinates of northing = 608774.16 and
easting = 1667888.73; thence S 70-20-37 E 8 feet to a point not set nor found on the contour at
elevation 541.1 feet, APGI datum, on the northeastern most corner of the Badin Lake Picnic
and Swimming Area, said point having coordinates of northing = 608771.47 and easting =
1667896.26; thence along said contour at elevation 541.1 feet, APGI datum, as it meanders
generally northwesterly 50 feet, more or less, to point not set nor found at the southwest side of a
culvert under the Aluminum Company of America Railroad Badin to Whitney Line; thence
along said contour at elevation 541.1 feet, APGI datum, as it meanders through said culvert
1,035 feet, more or less, to a point not set nor found on said 541.1 foot contour, said point being
on the northeast side of said culvert; thence along said contour at elevation 541.1 feet, APGI
datum, as it meanders in a northeasterly and then northwesterly direction 9,250 feet, more or
less, to a point not set nor found on said 541.1 foot contour at the southeast side of a culvert
under the Aluminum Company of America Railroad Badin to Whitney Line; thence along said
contour at elevation 541.1 feet, APGI datum, as it meanders through said culvert in a
southwesterly direction, and crossing under the Aluminum Company of America Railroad Badin
to Whitney line 2,315 feet, more or less, to a point not set nor found on said 541.1 foot contour at
the northeast side of said culvert; thence along said contour at elevation 541.1 feet, APGI datum,
as it meanders in a northwesterly then southeasterly, then northeasterly and then northwesterly
direction around Palmer Mountain Island 18,290 feet, more or less, to a point not set nor found
on said 541.1 foot contour at the northwestern corner of Palmer Mountain Island on the eastern
side of the Aluminum Company of America Railroad Badin to Whitney line; thence along said
contour at elevation 541.1 feet, APGI datum, as it meanders in a northwesterly direction along
the east side of the Aluminum Company of America Railroad Badin to Whitney line 6,270 feet,
more or less, to a point not set nor found on said 541.1 foot contour at the southeastern comer of
Graveyard Island; thence along said contour at elevation 541.1 feet, APGI datum, as it meanders
in a northeasterly and then northwesterly direction around Graveyard Island 5,910 feet, more or
less, to a point not set nor found on said 541.1 foot contour at the northwestern corner of
Graveyard Island on the eastern side of the Aluminum Company of America Railroad Badin to
Whitney line; thence along said contour at elevation 541.1 feet, APGI datum, as it meanders in a
northwesterly direction along the east side of the Aluminum Company of America Railroad
Badin to Whitney line 4,290 feet, more or less, to a point not set nor found on said 541.1 foot
contour at the southeast side of a culvert under the Aluminum Company of America Railroad
Badin to Whitney line; thence along said contour at elevation 541.1 feet, APGI datum, as it
meanders leaving the main body of the Narrows Reservoir and passing southwesterly through
said culvert, then in a southeasterly direction along the west side of the Aluminum Company of
America Badin to Whitney line 15,110 feet, more or less, to a point not set nor found on said
541.1 foot contour at east side of a culvert under the Palmer Mountain Island access road; thence
along said contour at elevation 541.1 feet, APGI datum, as it meanders through said culvert and
under the Palmer Mountain Island access road in a southeasterly then northwesterly direction
850 feet, more or less, to a point not set nor found on said 541.1 foot contour on the west side of
said culvert; thence continuing along said contour at elevation 541.1 feet, APGI datum, as it
meanders northwesterly 2,175 feet, more or less, to a 1/2 inch rod found on said 541.1 foot
contour on the northeastern most corner of the Palmerville Boat Access Area, said rod
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having coordinates of northing = 616237.66 and easting = 1667483.55; thence S 29-57-54 E
35.17 feet to a 3/4 inch rod found, said rod having coordinates of northing = 616207.19 and
Basting = 1667501.12; thence S 27-24-51 E 36.08 feet to a 1/2 inch pipe found in the northern
line of the northern most Lot 32, Block A of Palmerville Beach, Plat Book 1, Page 170, Stanly
County Registry; thence a common line with said Lot 32 S 78-38-30 W 56.05 feet to a 1/2 inch
pipe found; thence a common line with said Lot 32 S 59-33-50 W 33.16 feet to a 1/2 inch pipe
found; thence a common line with said Lot 32 N 74-38-04 W 26.28 feet to a 1/2 inch pipe
found; thence S 79-14-42 W 3.89 feet to a 3/4 inch pipe found; thence S 80-15-09 W 22.22 feet
to a 1/2 inch pipe found in the eastern edge of the pavement of Palmerville Road (SR 1566);
thence crossing Palmerville Road S 54-39-14 W 28.29 feet to a 1/2 inch pipe found; thence N
66-56-00 W 34.04 feet to a 1/2 inch pipe found, said pipe being located N 33-21-03 W 73.09 feet
from a monument located at the intersection of the northern right of way boundary line of Beach
Road with the western right of way boundary line of Palmerville Road; thence N 29-26-15 W
79.35 feet to a 1/2 inch pipe set on the contour at elevation 541.1 feet, APGI datum, on the
westernmost corner of the Palmerville Boat Access Area, said pipe having coordinates of
northing = 616215.88 and easting = 1667289.75; thence along said contour at elevation 541.1
feet, APGI datum, as it meanders in a southwesterly and then northwesterly direction 24,450
feet, more or less, to a point not set nor found on said 541.1 foot contour on the southeast side of
a culvert under the Winston-Salem Southbound Railway; thence continuing along the contour at
elevation 541.1 feet, APG1 datum, as it meanders passing through said culvert under the
Winston-Salem Southbound Railway in a southwesterly and then northeasterly direction 13,640
feet, more or less, to a point not set nor found on said 541.1 foot contour on the northeast side of
said culvert; thence continuing along the contour at elevation 541.1 feet, APGI datum, as it
meanders in a northwesterly direction 2,120 feet, more or less, to a point not set nor found on
said 541.1 foot contour on the southeast side of a culvert under the Winston-Salem Southbound
Railway; thence continuing along the contour at elevation 541.1 feet, APGI datum, as it
meanders passing through said culvert under the Winston-Salem Southbound Railway in a
southwesterly and then northeasterly direction 8,320 feet, more or less, to a point not set nor
found on said 541.1 foot contour on the northeast side of said culvert; thence continuing along
the contour at elevation 541.1 feet, APGI datum, as it meanders passing through the northwest
side of a culvert under the Aluminum Company of America Badin to Whitney Railroad line in a
northwesterly and then southeasterly direction 500 feet, more or less, to a point not set nor found
on said 541.1 foot contour on the main body of the Narrows Reservoir, thence continuing along
the contour at elevation 541.1 feet, APGI datum, as it meanders in a northwesterly direction
along the Aluminum Company of America Badin to Whitney Railroad line 230 feet, more or
less, to a point not set nor found on the southeastern most corner of the Old Whitney Boat
Access Area and Fishing Pier, said point having coordinates of northing = 627180.51 and
easting = 166161536, said point also being located on the northeastern boundary line of the
Aluminum Company of America Halls Ferry Junction Railroad line, said Railroad boundary line
in this location being 50 feet perpendicular from the centerline of the track, and said Beginning
point also being located 83 feet, morc or less, southeast of where said Aluminum Company of
America Railroad's northeastern boundary line intersects with the northeastern right of way
boundary line of the Winston-Salem Southbound Railway at the southern spur of the Whitney
Wye railroad junction; thence N 72-31-25 W 12.72 feet to a 1/2 inch pipe set on the northeastern
boundary line of said Aluminum Company of America Railroad line, said pipe having
coordinates of northing = 627184.33 and easting = 1661603.23; thence initially running with the
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northeastern boundary line of the said Aluminum Company of America Railroad line and then
crossing the right of way of the Winston-Salem Southbound Railway at its intersection with said
Aluminum Company of America Railroad line at the southern Whitney Wye railroad junction N
72-31-25 W 504.55 feet to a 1/2 inch pipe set, said pipe having coordinates of northing =
627335.85 and easting = 1661121.97, said pipe also being located N 03-16-42 E 230.82 feet
from a 1/2 inch rod found, said rod being located N 00-48-46 W 10.33 feet from the grave stone
of Mary L. Moss, wife of Thomas Moss; thence N 69-13-08 W 126.46 feet to a 1/2 inch pipe set;
thence N 05-02-23 E 173.34 feet to a 1/2 inch pipe set on the eastern right of way boundary line
of the northern Whitney Wye (railroad tracks now removed), said pipe having coordinates of
northing = 627553.39 and easting = 1661018.96, said pipe also being located on the northern
right of way boundary line of Old Whitney Road (SR 1521); thence with the northern right of
way boundary line of Old Whitney Road S 89-32-11 E 106.22 feet to a 1/2 inch pipe set on said
boundary line; thence N 68-30-38 E 133.53 feet to a 1/2 pipe set within the western right of way
boundary line of the Winston-Salem Southbound Railway, said pipe also being located N 15-20-
02 E 51.63 feet from a monument set on the northern right of way boundary line of Old Whitney
Road at its intersection with the western right of way boundary line of the Winston-Salem
Southbound Railway; thence running within the western right of way boundary line of the
Winston-Salem Southbound Railway N 27-52-09 W 198.53 feet to a 1/2 inch pipe set; thence
crossing the right of way of the Winston-Salem Southbound Railway N 62-10-04 E 68.11 feet to
a 1/2 inch pipe set on the eastern right of way boundary line of the main line of the Winston-
Salem Southbound Railway; thence running with the eastern right of way boundary line of the
main line of the Winston-Salem Southbound Railway a curve to the left with a radius of 1,481.81
feet, an arc length of 114.78 feet and a chord bearing and distance of N 30-02-00 W 114.75 feet
to a 1/2 inch pipe set on said eastern right of way boundary line; thence continuing with the
eastern right of way boundary line of the main line of the Winston-Salem Southbound Railway a
curve to the left with a radius of 1,481.81 feet, an arc length of 306.06 feet and a chord bearing
and distance of N 38-10-11 W 305.52 feet to a 1/2 inch pipe set on said eastern right of way
boundary line, said pipe also being located on the contour at elevation 541.1 feet, APGI datum,
on the northernmost corner of the Old Whitney Boat Access Area and Fishing Pier, said
pipe having coordinates of northing = 628148.30 and easting =1660970.61; thence along said
contour at elevation 541.1 feet, APGI datum, as it meanders passing through the southeast side of
a culvert under the Winston-Salem Southbound Railway generally southerly, 755 feet, more or
less, to a point not set nor found on said 541.1 foot contour on the northwest side of said culvert
on the main body of the Narrows Reservoir, thence along the contour at elevation 541.1 feet,
APGI datum, as it meanders generally northwesterly on the main body of the Narrows Reservoir
1,750 feet, more or less, to point not set nor found on said 541.1 foot contour at the southeast
side of a culvert under the Winston-Salem Southbound Railway; thence along the contour at
elevation 541.1 feet, APGI datum, as it meanders passing through said culvert underneath the
Winston-Salem Southbound Railway 1,710 feet, more or less, to a point not set nor found on said
541.1 foot contour on the northwest side of said culvert on the main body of the Narrows
Reservoir, thence along the contour at elevation 541.1 feet, APGI datum, as it meanders
generally northwesterly on the main body of the Narrows Reservoir crossing under the Winston-
Salem Southbound Railway 17,975 feet, more or less, to a 1/2 inch pipe found on said 541.1 foot
contour, said pipe having coordinates of northing = 632598.05 and easting =1650495.45, said
pipe being located southeast of the Tuckertown Dam, said pipe also being corner no. 89 in
APGI's Parcel No. 3 (Deed Book 734, Page 77); thence S 53-40-29 W 788.18 feet and crossing
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under the High Rock to Badin Transmission Line to a 1 inch pipe found on the northeastern
boundary line of the corridor for an access road to the Tuckertown Dam, said pipe also being
corner no. 88 in APGI's said Parcel No. 3, said pipe having coordinates of northing = 632131.16
and easting = 1649860.44; thence running with the northeastern boundary line of the corridor for
an access road to the Tuckertown Dam N 36-16-58 W 890.33 feet to a 1/2 inch pipe set in the
common boundary line of APGI's said Parcel No. 3 and APGI's Parcel No. 4 (Deed Book 734,
Page 77), said pipe having coordinates of northing = 632848.86 and easting = 1649333.57;
thence continuing with the northeastern boundary line of the corridor for an access road to the
Tuckertown Dam N 36-17-42 W 576.97 feet to a 1/2 inch pipe set on the contour at elevation
596 feet, APGI datum, the normal full pool elevation of the Tuckertown Reservoir, said
pipe having coordinates of northing = 633313.88 and easting = 1648992.04, said pipe also being
corner no. 1 in APGI's said Parcel No. 4; thence along the contour at elevation 596, APGI datum,
as it meanders in a northwesterly, then northeasterly, then southwesterly, then northwesterly,
then southwesterly, then northwesterly direction 5,950 feet, more or less, to a point not set nor
found on said 596 foot contour, said point having coordinates of northing = 633676.89 and
Basting = 1646412.52, said point also being located on the northeastern boundary line of the
corridor for an access road to the Tuckertown Dam; thence along the contour at elevation 596
feet, APGI datum, as it meanders generally northerly 22,320 feet, more or less, to a 1/2 inch pipe
set on the contour at elevation 596 feet, APGI datum, said pipe having coordinates of northing
639751.91 and easting = 1644830.46, said point also being on the southwestern most corner
of the NC Highway #49 Boat Access Area; thence N 17-57-34 W 13.15 feet to a monument
located on the southern right of way boundary line of N. C. Highway 49, said monument having
coordinates of northing = 639764.42 and Basting = 1644826.40; thence running N 17-59-21 W
115.93 feet to a nail set just south of the current pavement area of N. C. Highway 49; thence
running on the south side just south of the current pavement area of N. C. Highway 49 N 73-59-
36 E 220.37 feet to a nail set; thence continuing to run on the south side just south of the current
pavement area of N. C. Highway 49 N 76-55-53 E 388.18 feet to a nail set in the southern line of
the pavement area of N. C. Highway 49; thence running with the southern line of the pavement
area of N. C. Highway 49 N 78-08-37 E 397.09 feet to a nail set, said nail being located S 11-19-
53 E 44.76 feet from N. C. DOT Monument BL 153; thence S 11-20-03 E 65.39 feet to a
monument found on the southern right of way boundary line of N. C. Highway 49, on the
contour at elevation 596 feet, APGI datum, on the southeastern most corner of the NC
Highway #49 Boat Access Area, said monument having coordinates of northing = 640040.69
and easting = 1645782.03; thence along said contour at elevation 596 feet, APGI datum, as it
meanders generally northeasterly crossing from Stanly County into Rowan County, crossing
under the bridges for NC Highway 49/NC Highway 8, then generally northerly 15,320 feet, more
or Tess, to a point not set nor found on said 596 foot contour near the confluence of Riles Creek;
thence generally southwesterly along the contour at elevation 596 feet, APGI datum, as it
meanders up Riles Creek, crossing under the bridge for Stokes Ferry Road, crossing from
Rowan County into Stanly County 21,400 feet, more or less, to a point, not set nor found on
said 596 foot contour at the confluence of Curltail Creek, a tributary of Riles Creek; thence
generally south along the contour at elevation 596 feet, APGI datum, as it meanders crossing the
centerline for Curltail Creek, just south of NC Highway 49, then generally northerly down
Curltail Creek 6,865 feet, more or less, to a point not set nor found on said 596 foot contour near
the confluence of Riles Creek; thence along the contour at elevation 596 feet, APGI datum, as it
meanders generally northwesterly up Riles Creek, crossing under the bridge for Willie Road,
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then generally northerly crossing the centerline of Riles Creek, then generally southerly crossing
under the bridge for Willie Road, then generally northeasterly crossing from Stanly County
into Rowan County 18,410 feet, more or less, to a 1/2 inch pipe set on said 596 foot contour,
said pipe having coordinates of northing = 640918.89 and easting = 1637260.72, said pipe also
being the southwestern most corner of the Riles Creek Fishing & Access Area; thence N 29-
52-24 E 6.67 feet to a 1/2 inch pipe set, said pipe having coordinates of northing = 640924.67
and easting = 1637264.04; thence S 71-35-28 E 278.41 feet to a 1/2 inch pipe set; thence N 04-
42-34 W 96.20 feet to a 1/2 inch pipe set; thence N 10-20-35 E 88.79 feet to a 1/2 inch pipe set;
thence N 10-15-00 E 9.65 feet to a 1/2 inch pipe set on the southwestern right of way boundary
line of Stokes Ferry Road (SR 1004), said pipe having coordinates of northing = 641029.45 and
easting = 1637537.97, said pipe also being located S 36-10-29 E 199.23 feet from a 1/2 pipe set
on the northeastern right of way boundary line of said Stokes Ferry Road, said pipe also being
located S 53-15-54 E 989.86 feet from a stone, the northeast corner of Jeffrey and Linda Miller
(Deed Book 923, Page 290, Rowan County Registry); thence running with the southwestern
right of way boundary line of Stokes Ferry Road with a non -tangent curve to the left with a
radius of 1,471.72 feet, an arc length 179.42 feet and a chord bearing and distance of S 60-55-59
E 179.31 feet to a nail set on said right of way boundary line on the contour at elevation 596 feet,
APGI datum, said nail having coordinates of northing = 640942.34 and easting = 1637694.69;
thence along said contour at elevation 596 feet, APGI datum, as it meanders northeasterly and
under the bridge for Stokes Ferry Road 61 feet, more or less, to a nail set on the contour at
elevation 596 feet, APGI datum, on the northeastern right of way boundary line of Stokes Ferry
Road, said nail having coordinates of northing = 641000.36 and easting = 1637712.53; thence
running with the northeastern right of way boundary line of Stokes Ferry Road with a non -
tangent curve to the right with a radius of 1,368.36 feet an arc length of 7.21 feet and a chord
bearing and distance of N 64-08-20 W 7.21 feet to a 1/2 inch pipe set on said boundary line;
thence continuing with the northeast right of way boundary line of Stokes Ferry Road a
compound tangent curve to the right with a radius of 1,368.36 feet, an arc length of 342.19 feet
and a chord bearing and distance of N 56-49-26 W 341.30 feet to a 1/2 inch pipe set on the
northeastem right of way boundary line of Stokes Ferry Road, said pipe having coordinates of
northing = 641190.28 and easting = 1637420.37, said pipe also being located N 36-10-29 W
199.23 feet from a 1/2 inch pipe set on the southwestern right of way boundary line of Stokes
Ferry Road, said pipe also being located S 44-26-16 E 1,047.42 feet from a 5/8 inch pipe found,
the southeast corner of Antioch Baptist Church (Deed Book 237, Page 108, Rowan County
Registry); thence N 42-56-22 E 9.25 feet to a 1/2 inch pipe set; thence N 42-52-08 E 62.25 feet
to a 1/2 inch pipe set; thence N 42-51-27 E 54.81 feet to a 1/2 inch pipe set on the contour at
elevation 596 feet, APGI datum, on the northernmost corner of the Riles (Royals] Creek
Fishing and Access Area, said pipe having coordinates of northing = 641282.85 and easting =
1637506.31; thence along said contour at elevation 596 feet, APGI datum, as it meanders
generally northeasterly down Riles Creek 16,500 feet, more or less, to a point not set nor found
on said 596 foot contour near the confluence of Riles Creek and the main body of the
Tuckertown Reservoir, thence along said contour at elevation 596 feet, APGI datum, as it
meanders generally northerly and westerly 19,765 feet, more or less, to a point not set nor found
on said 596 foot contour near the confluence of Flat Creek; thence generally southwesterly along
the contour at elevation 596 feet, APGI datum, as it meanders up Flat Creek 9,330 feet, to a point
not set nor found on said 596 foot contour on the south side of a culvert under River Road;
thence along the contour at elevation 596 feet, APGI datum, as it meanders passing through said
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culvert under the bridge for River Road, crossing the centerline of Flat Creek, then generally
easterly down said Creek 4,760 feet, more or less, to a 1/2 inch pipe set on said 596 foot contour,
said pipe having coordinates of northing = 655361.65 and easting = 1636908.73, said point
also being the westernmost corner of the Flat Creek Fishing Access Area; thence N 25-13-52
E 110.92 feet to a 1/2 inch pipe set; thence S 88-25-01 E 92.37 feet to a 1/2 inch pipe set on the
western right of way boundary line of River Road (SR 2152); thence with the western right of
way boundary line of River Road S 01-28- 22 W 24.55 feet to a monument found on said
boundary line; thence continuing with the western right of way boundary line of River Road S
01-35-17 W 177.71 feet to a 1/2 inch pipe set on the western right of way boundary line of River
Road, said pipe also being set on the contour at elevation 596 feet, APGI datum, said pipe having
coordinates of northing = 655257.26 and easting = 1637042.79, said pipe also being located N
14-10-25 E 1,492.08 feet from a 5/8 inch pipe found in the northeast corner of James Noah
Hinson (Deed Book 560, Page 323, Rowan County Registry) and the northwest corner of Lillie
Mae Hopkins (Life Estate) (Deed Book 834, Page 905, Rowan County Registry); thence along
said contour at elevation 596 feet, APGI datum, as it meanders southerly, then easterly through
the north side of a culvert under River Road and then northerly 185 feet, more or less, to a 1/2
inch pipe set on the eastern right of way boundary line of River Road, on the contour at elevation
596 feet, APGI datum, said pipe having coordinates of northing = 655248.63 and Basting =
1637102.50, said pipe also being located N 29-59-51 W 1,758.10 feet from a 3/4 inch pipe found
in the northeast corner of Lillie Mae Hopkins (Life Estate) (Deed Book 834, Page 905, Rowan
County Registry); thence with the eastern right of way boundary line of River Road N 01-34-02
E 24.28 feet to a 1/2 inch pipe set on said boundary line; thence N 88-54-22 E 185.08 feet to a
1/2 inch pipe set; thence N 88-54-25 E 213.44 feet to a 1/2 inch pipe set; thence S 09-42-15 E
15.59 feet to a 1/2 inch pipe set on the contour at elevation 596 feet, APGI datum, on the
easternmost corner of the Flat Creek Fishing Access Area, said pipe having coordinates of
northing = 655265.14 and easting = 1637504.23; thence along said contour at elevation 596
feet, APGI datum, as it meanders generally northeasterly down Flat Creek 4,790 feet, more or
less, to a point not set or found on said 596 foot contour, said point having coordinates of
northing = 656712.52 and easting = 1639791.10, said point also being the southeastern most
corner of the Flat Creek Boat Access Area; thence S 79-16-18 W 3.11 feet to a 1/2 inch pipe
set, said pipe having coordinates of northing = 656711.94 and easting = 1639788.05; thence S
79-27-02 W 186.22 feet to a 1/2 inch pipe set; thence N 87-23-54 W 225.96 feet to a 1/2 inch
pipe set; thence N 18-41-23 W 251.40 feet to a 1/2 inch pipe found; thence N 08-24-58 W
233.59 feet to a 1/2 inch pipe found; thence N 09-40-29 W 414.50 feet to a 1/2 inch pipe found
on the contour at elevation 596 feet, APGI datum, on the northwestern most corner of the Flat
Creek Boat Access Area, said pipe having coordinates of northing = 657565.93 and easting =
1639194.83, said pipe also being located N 81-24-43 E 201.08 feet from a monument located on
the northern right of way boundary line of Wild Life Access Road (SR 2191), said monument
being the southeast corner of Robert Shing-Chien Wei et ux. located on said road right of way
(Deed Book 706, Page 664; Lot 1, Stillwaters, Section 1, Plat Book 9995, Page 2333, Rowan
County Registry); thence along the contour at elevation 596 feet, APGI datum, as it meanders
westerly 15 feet, more or less, to a point not set nor found on said 596 foot contour at the east
side of a culvert under Wildlife Access Road; thence along said contour at elevation 596 feet,
APGI datum, as it meanders southerly passing through said culvert under Wildlife Access Road,
then westerly and northeasterly passing through said culvert 1,110 feet, more or less, to a point
not set nor found on said 596 foot contour on the main body of the Tuckertown Reservoir on the
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west side of said culvert; thence generally northerly along the contour at elevation 596 feet,
APGI datum, as it meanders along the main body of the Tuckertown Reservoir 22,000 feet,
more or less, to a point not set nor found on said 596 foot contour near the confluence of Cedar
Creek; thence along the contour at elevation 596 feet, APGI datum, as it meanders generally
southwesterly up Cedar Creek 1,325 feet, to a point not set nor found on said 596 foot contour at
the southeastern side of a culvert under River Road; thence along the contour at elevation 596
feet, APGI datum, as it meanders southwesterly through said culvert under River Road, crossing
the centerline for Cedar Creek, then generally northeasterly, passing through the culvert under
River Road 3,915 feet, more or less, to a point not set nor found on said 596 foot contour on the
northwest side of the culvert; thence along the contour at elevation 596 feet, APGI datum, as it
meanders north 90 feet to a 1/2 inch pipe set on said 596 foot contour, said pipe having
coordinates of northing = 670878.26 and easting = 1635823.14, said pipe being the
southeastern most corner of the Cedar Creek Fishing Access Area; thence S 61-02-19 W
9.18 feet to a 1/2 inch pipe set in the northeastern right of way boundary line of River Road (SR
2152); thence with the northeastern right of way boundary line of River Road a curve to the left
with a radius of 1,537.18 feet, an arc length of 332.72 feet and a chord bearing and distance of N
35-09-38 W 332.07 feet to a 1/2 inch pipe set in the northeastern right of way boundary line of
River Road, said pipe having coordinates of northing = 671145.29 and easting = 1635623.88,
said pipe also being located N 36-22-49 E 30.36 feet from a spike set in the center line of River
Road; thence N 36-19-10 E 193.46 feet to a 1/2 inch pipe set; thence N 36-44-54 E 338.18 feet to
a 1/2 inch pipe set; thence N 82-31-01 E 221.81 feet to a 1/2 inch pipe set; thence S 71-44-08 E
123.26 feet to a 1/2 inch pipe set, said pipe having coordinates of northing = 671562.39 and
easting = 1636277.76; thence S 71-44-08 E 11.08 feet to a point on the contour at elevation 596
feet, APGI datum, on the northeastern most corner of the Cedar Creek Fishing Access Area,
said point having coordinates of northing = 671558.92 and easting = 1636288.29; thence along
said contour at elevation 596 feet, APGI datum, as it meanders generally northwesterly crossing
under the bridge for Bringle Ferry Road 3,845 feet, more or less, to a point not set nor found on
said 596 foot contour on the main body of the Tuckertown Reservoir on the Yadkin River on the
southeastern most corner of the High Rock Dam Bank Fishing and Picnic Access Area
(Canoe Portage) within the northwestern right of way boundary line of Bringle Ferry Road, said
point having coordinates of northing = 6741158.73 and easting = 1633551.95; thence running
within the northwestern right of way boundary line of Bringle Ferry Road S 58-36-48 W 49.44
feet to a 3/4 inch pipe found, said pipe having coordinates of northing = 674132.98 and Basting =
1633509.75; thence continuing within the northwestern right of way boundary line of Bringle
Ferry Road S 58-36-47 W 632.80 feet a 3/4 inch pipe found within the northwestern right of way
of Bringle Ferry Road; thence continuing within the northwestern right of way of Bringle Ferry
Road and crossing under APGI's High Rock to Badin electrical transmission line S 58-29-39 W
405.03 feet to a 1/2 inch pipe set within said road right of way, said 1/2 inch pipe having
coordinates of northing = 673591.75 and easting = 1632624.23; thence N 20-01-23 W 116.33
feet to a 2 inch pipe found; thence N 20-01-19 W 2,076.10 feet to a 1/2 inch pipe set, said pipe
having grid coordinates of northing = 675651.68 and easting = 1631873.58, said pipe being
corner number 4 in Parcel No. 7 described in Deed Book 870, Page 898, Rowan County
Registry, said pipe also being the common southwest corner of Parcel No. 7 and northwest
corner of Parcel No. 6 described in Deed Book 870, Page 898, Rowan County Registry; thence N
20-01-23 W 735.05 feet to a 1/2 inch pipe set, said pipe having grid coordinates of northing =
676342.29 and easting = 1631621.90; thence N 17-47-21 E 812.68 feet to a 1/2 inch pipe set,
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said pipe having grid coordinates of northing = 677116.12 and Basting = 1631870.19; thence N
01-50-49 E 104.60 feet to a 1/2 inch pipe set, said pipe having grid coordinates of northing =
677220.66 and easting = 1631873.56; thence N 01-50-49 E 3.69 feet to a point not set nor found
on the contour at elevation 655 feet, APGI datum, on the northernmost corner of the High
Rock Dam Bank Fishing and Picnic Access Area (Canoe Portage), said point having grid
coordinates of northing = 677224.36 and easting = 1631873.68; thence along said contour at
elevation 655 feet, APGI datum, the normal full pool elevation of the High Rock Reservoir,
as it meanders generally westerly on the main body of the High Rock Reservoir 11,435 feet,
more or less, to a point not set nor found on said 655 foot contour near the confluence of Panther
Creek; thence along the contour at elevation 655 feet, APGI datum, as it meanders southwesterly
up Panther Creek, crossing under the bridge for Bringle Ferry Road, then crossing the centerline
of Panther Creek, then generally northeasterly, crossing under the bridge for Bringle Ferry Road,
then continuing generally northeasterly down Panther Creek and along a portion of Eagle Point
Nature Preserve 31,740 feet, more or less, to a point not set nor found on said 655 foot contour
near the confluence of Panther Creek and the main body of the High Rock Reservoir; thence
along the contour at elevation 655 feet, APO! datum, as it meanders generally northwesterly
along the remainder of Eagle Point Nature Preserve, then generally northwesterly 61,510 feet,
more or less, to a point not set nor found on said 655 foot contour near the confluence of Dutch
Second Creek; thence along the contour at elevation 655 feet, APGI datum, as it meanders
generally southwesterly up Dutch Second Creek, crossing under the bridge for Bringle Ferry
Road, then continuing generally southwesterly into Reedy Creek, a tributary to Dutch Second
Creek, 35,250 feet, more or less, to a point not set nor found on said 655 foot contour on the east
side of a culvert under Saint Matthews Church Road; thence along the contour at elevation 655
feet, APGI datum, as it meanders southwesterly crossing through said culvert under Saint
Matthews Church Road, then crossing the centerline for Reedy Creek, then generally
northeasterly down Reedy Creek, then crossing through the culvert for Saint Matthews Church
Road 20,260 feet, more or less, to a point not set nor found on said 655 foot contour on the west
side of said culvert; thence continuing along the contour at elevation 655 feet, APGI datum, as it
meanders generally northeasterly down Reedy Creek, then generally southwesterly up Dutch
Second Creek 22,240 feet, more or less, to point not set nor found on said 655 foot contour on
the north side of the bridge for Stokes Ferry Road; thence along the contour at elevation 655 feet,
APGI datum, as it meanders generally southerly crossing under the bridge for Stokes Ferry Road
and crossing the centerline of Dutch Second Creek, then generally northerly 25,085 feet, more or
less, to a point not set nor found on said 655 foot contour on the southwest side of a culvert for
St. Peters Church Road; thence along the contour at elevation 655 feet, APGI datum, as it
meanders westerly through said culvert under St. Peters Church Road, then crossing the
centerline of an unnamed tributary, then easterly through said culvert under St. Peters Church
Road 770 feet, more or less, to a point not set nor found on said 655 foot contour on the
northwest side of said culvert; thence along the contour at elevation 655 feet, APGI datum, as it
meanders easterly crossing under the bridge for the Stokes Ferry Road 2,890 feet, more or less to
a point not set nor found on said 655 foot contour on the north side of said bridge; thence along
the contour at elevation 655 feet, APGI datum, as it meanders northwesterly up a tributary to
Dutch Second Creek, crossing under a bridge at Agner Road, then crossing the centerline of said
tributary, then southeasterly down said tributary, crossing under a bridge at Agner road 6,545
feet, more or Tess, to a point not set nor found on said 655 foot contour near the confluence of
said tributary and Dutch Second Creek; thence along the contour at elevation 655 feet, APGI
23

BK 784 PG 150 DOC#349142
datum, as it meanders generally northeasterly down Dutch Second Creek 22,130 feet, more or
less, to a point not set nor found on said 655 foot contour on the southern side of a culvert under
Poole Road; thence along the contour at elevation 655 feet, APGI datum, as it meanders westerly
through the culvert, passing under Poole Road, then westerly, then northwesterly, then generally
southeasterly, passing under Poole Road through said culvert 2,775 feet, more or less, to a point
not set nor found on said 655 foot contour on the northwest side of Poole Road and on the body
of Dutch Second Creek; thence along the contour at elevation 655 feet, APGI datum, as it
meanders generally southeasterly, then easterly down Dutch Second Creek 7,205 feet, more or
less, to a 1 1/4 inch pipe found on said 655 foot contour on the southwestern most corner of the
Dutch Second Creek Boat Access Area, said pipe having coordinates of northing = 679063.50
and easting =1610701.79; thence N 33-29-40 W 136.29 feet to a 1/2 inch pipe found; thence N
34-05-24 W 127.87 feet to a 1/2 inch pipe found; thence N 34-04-20 W 133.38 feet to a 1/2 inch
pipe found, said pipe having coordinates of northing = 679393.55 and easting = 1610480.18;
thence a common line with Tract B, Plat Book 9995, Page 5100, Rowan County Registry, N 87-
35-38 E 272.72 feet to a 5/8 inch rod found; thence a common line with "Part of Tract A 0.631
Ac.", Plat Book 9995, Page 5100, N 87-32-57 E 28.44 feet to a 1/2 inch pipe found; thence
continuing a common line with "Part of Tract A 0.631 Ac.", Plat Book 9995, Page 5100, S 74-
49-26 E 90.94 feet to a 1/2 inch pipe set; thence a common line with Jerry L. McDaniel et ux.
(Deed Book 1063, Page 458, Rowan County Registry) S 74-50-07 E 144.13 feet to a 1/2 inch
pipe set; thence continuing a common line with Jerry L. McDaniel et ux. (Deed Book 1063, Page
458) S 74-52-11 E 6.08 feet to a 1/2 inch pipe set; thence continuing a common line with Jerry L.
McDaniel et ux. (Deed Book 1063, Page 458) S 74-50-47 E 20.52 feet to a nail set; thence
continuing a common line with the said McDaniel N 43-56-19 E 135.83 feet to a nail set on the
southwestern right of way boundary line of Bringle Ferry Road (SR 1002); thence running with
the southwestern right of way boundary line of Bringle Ferry Road S 27-00-29 E 15.97 feet to a
nail set; thence continuing with the southwestem boundary line of Bringle Ferry Road S 38-57-
51 E 36.62 feet to a 1/2 inch pipe set on the contour at elevation 655 feet, APGI datum, on the,
said pipe having coordinates of northeastern most corner of the Dutch Second Creek Boat
Access Area northing = 679392.86 and easting = 1611158.17; thence along said contour at
elevation 655, APGI datum, as it meanders southeasterly then crossing northeasterly under the
bridge for Bringle Ferry Road, then generally northeasterly down Dutch Second Creek 33,255
feet, more or less, to a point not set nor found on said 655 foot contour being near the confluence
of Dutch Second Creek and the main body of High Rock Reservoir, thence along said contour at
elevation 655, APGI datum, as it meanders generally northwesterly along the main body of High
Rock Reservoir 43,000 feet, more or less, to a point not set nor found on said 655 foot contour
near the confluence of Crane Creek; thence continuing along said contour at elevation 655, APGI
datum, as it meanders generally northwesterly up Crane Creek then westerly and southwesterly
up Little Crane Creek, a tributary of Crane Creek, 51,570 feet, more or less, to a point not set
nor found on said 655 foot contour on the southeast side of the bridge for Providence Church
Road; thence along said contour at elevation 655, APGI datum, as it meanders westerly crossing
under the bridge for Providence Church Road, then southwesterly crossing the centerline for
Little Crane Creek, then generally northeasterly down Little Crane Creek 15,970 feet, more or
less, to a 1/2 inch pipe set on said 655 foot contour, said pipe having coordinates of northing =
695536.21 and casting = 1594255.13, said pipe also being the westernmost corner of the
Little Crane Creek Fishing Access Area (Church Creek); thence N 48-49-34 E 96.87 feet to a
1/2 inch pipe set, said pipe having coordinates of northing = 695599.98 and easting =
24

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1594328.05; thence N 64-00-14 E 254.79 feet to a 1/2 inch pipe set; thence N 22-43-13 E 84.12
feet to a 5/8 inch rod set; thence N 64-25-58 E 57.45 feet to a 5/8 inch rod set on the
southwestern right of way boundary line of Goodman Lake Road (SR 2168) northwest of said
road's intersection with Providence Church Road (SR 2134), said rod having coordinates of
northing = 695814.04 and easting = 1594641.37; thence a curve to the right with a radius of
139.33 feet, an arc length of 51.24 feet and a chord bearing and distance of S 33-00-18 E 50.96
feet to a 1/2 inch pipe set on the western right of way boundary line of Goodman Lake Road near
said road's intersection with Providence Church Road, said pipe having coordinates of northing =
695771.31 and easting = 1594669.13; thence S 06-04-09 E 63.31 feet to a 1/2 inch pipe set on
the western right of way boundary line of Providence Church Road on the contour at elevation
655 feet, APGI datum, on the easternmost corner of the Little Crane Creek Fishing Access
Area (Church Creek), said pipe having coordinates of northing = 695708.35 and easting =
1594675.82; thence along said contour at elevation 655 feet, APGI datum, as it meanders
generally northeasterly crossing under the bridge for Providence Church Road, then continuing
generally northeasterly down Little Crane Creek, then generally northwesterly up Crane Creek
14,395 feet, more or less, to a point not set nor found on said 655 foot contour, said point being
on the southeast side of the bridge for Goodman Lake Road; thence along said contour at
elevation 655 feet, APGI datum, as it meanders generally northwesterly crossing under the
bridge for Goodman Lake Road, then generally northwesterly, then southwesterly, crossing the
centerline of Crane Creek, then generally northeasterly down Crane Creek, then generally
northwesterly up Town Creek, a tributary to Crane Creek, crossing the centerline for Town
Creek, then generally southeasterly down Town Creek, then generally southeasterly down Crane
Creek crossing under the bridge for Goodman Lake Road 71,200 feet, more or less, to a point not
set nor found on said 655 foot contour on the northeast side of the bridge for Goodman Lake
Road; thence along said contour at elevation 655 feet, APGI datum, as it meanders generally
southeasterly down Crane Creek 38,530 feet, more or less, to a point not set nor found on said
655 foot contour near the confluence of Crane Creek and the main body of High Rock Reservoir;
thence along said contour at elevation 655 feet, APGI datum, as it meanders generally
northwesterly, then crossing through a culvert under Leonard Road, then northwesterly crossing
the centerline of Leonard's Ditch, then southeasterly crossing through the culvert under Leonard
Road, then southeasterly, then northerly, then westerly 93,140 feet, more or less, to point not set
nor found on said 655 foot contour at the northeast side of a culvert under the Duke Energy
Railroad; thence along said contour at elevation 655 feet, APGI datum, as it meanders
southeasterly passing through the culvert under the Duke Energy Railroad, then westerly, then
generally northeasterly, passing through said culvert under the Duke Energy Railroad 8,045 feet,
more or less, to a point not set nor found on said 655 foot contour on the main body of High
Rock Reservoir on the southwest side of said culvert; thence along said contour at elevation 655
feet, APGI datum, as it meanders northeasterly, then generally northwesterly, crossing under
bridges for 1-85/US Highway 52, and the bridge for the North Carolina Railroad Company
13,075 feet, more or less, to a point not set nor found on said 655 foot contour, on the
northwestern boundary line of the North Carolina Railroad Company; thence along the
northwestern boundary line of the North Carolina Railroad Company southwesterly 469 feet,
more or less, to a point; thence crossing under the US Highway 29 Bridge and the Wilcox Bridge
N 07-34 W 333.00 feet, more or less, to a point; thence N 14-23 W 326.00 feet, more or less, to a
point; thence N 54-33 W 498.00 feet, more or less, to a point; thence N 75-14 W 199.00 feet,
more or less, to a point; thence S 81-15 W 98.00 feet, more or less, to a point; thence S 85-56 W
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BK 784 PG 152 DOC#349142
246.00 feet, more or less, to a point; thence S 01-37 W 106.00 feet, more or less, to a point;
thence S 77-36 W 242.00 feet, more or less, to a point; thence S 60-50 W 353.00 feet, more or
less, to a point; thence N 29-52 W 68.00 feet, more or less, to a point, not set nor found, on the
contour at elevation 655 feet, APGI datum; thence along said contour at elevation 655 feet,
APGI datum, as it meanders generally westerly 8,980 feet, more or less, to a point not set nor
found on said 655 foot contour near the confluence of Grants Creek; thence along said contour at
elevation 655 feet, APGI datum, as it meanders generally southwesterly up Grants Creek,
crossing the centerline for said Creek then generally northeasterly down Grants Creek 39,900
feet, more or less, to a point not set nor found on said 655 foot contour near the confluence of
Grants Creek and the main body of High Rock Reservoir; thence along said contour at elevation
655 feet, APGI datum, as it meanders generally northwesterly on the main body of the High
Rock Reservoir 4,125 feet, more or less, to a point not set nor found on said 655 foot contour at
the south side of a culvert; thence along said contour at elevation 655 feet, APGI datum, as it
meanders through said culvert generally northwesterly, then southeasterly through said culvert
1,620 feet, more or less, to a point not set nor found on said 655 foot contour at the north side of
said culvert; thence along said contour at elevation 655 feet, APGI datum, as it meanders
generally northwesterly on the main body of the High Rock Reservoir 10,330 feet, more or less,
to a point not set nor found on said 655 foot contour near the confluence of Deal Creek; thence
along said contour at elevation 655 feet, APGI datum, as it meanders generally northwesterly up
Deal Creek, crossing under the bridge for Hannah Ferry Road, crossing the centerline of Deal
Creek then generally southeasterly down Deal Creek, crossing under the bridge for Hannah Ferry
Road, then generally southeasterly down Deal Creek 8,240 feet, more or less, to a point not set
nor found on said 655 foot contour near the confluence of Deal Creek and the main body of High
Rock Reservoir; thence along said contour at elevation 655 feet, APGI datum, as it meanders
generally northwesterly passing the confluence of the Yadkin and South Yadkin Rivers, then
continuing generally northwesterly up the South Yadkin River 29,205 feet, more or less, to a
point not set nor found on said 655 foot contour near the confluence of Second Creek; thence
along said contour at elevation 655 feet, APGI datum, as it meanders westerly up Second Creek,
crossing the centerline for said Creek, then generally easterly down Second Creek 26,695 feet,
more or less, to a point not set nor found on said 655 foot contour on the body of the South
Yadkin River; thence along said contour at elevation 655 feet, APGI datum, as it meanders
generally northwesterly, then generally southwesterly, crossing under the bridge for US Highway
601 a distance of 11,180 feet, more or less, to a point not set nor found on said 655 foot contour
110 feet, more or less, upstream of said bridge, said point also being the upstream boundary of
the Yadkin Project on the main body of High Rock Reservoir on the South Yadkin River
in Rowan County; thence along said contour at elevation 655 feet, APGI datum, as it meanders
generally northwesterly crossing the centerline of the South Yadkin River from Rowan County
into Davie County to a point not set nor found on said 655 foot contour on the shoreline on the
main body of High Rock Reservoir on the South Yadkin River in Davie County, said point also
being the upstream boundary of the Yadkin Project on the shoreline on the main body of
High Rock Reservoir on the South Yadkin River in Davie County, said point having
coordinates of northing = 741235.05 and easting = 1553069.11, said point being on the
southeastern most corner of the US Highway 601 Boat Access Area, said point also being
located N 70-34-13 W 230.19 feet from a monument found on the southwestern right of way
boundary line of U. S. Highway 601, said monument having coordinates of northing =
741158.47 and casting = 1553286.20; thence N 63-56-46 W 27.85 feet to a 1/2 inch pipe set;
26

BK 784 PG 153 DOC#349142
said pipe having coordinates of northing = 741247.28 and easting = 1553044.10; thence N 63-
56-46 W 368.35 feet to a 1/2 inch pipe set; thence a common line with Deneil Robbins Burgess
(Deed Book 141, Page 59, Davie County Registry) N 12-23-40 E 278.72 feet to a 1/2 inch pipe
set on the southwestern right of way boundary line of U. S. Highway 601; thence continuing a
common line with Deneil Robbins Burgess (Deed Book 141, Page 59) N 12-23-43 E 48.76 feet
to a rod found; thence N 12-49-07 E 54.27 feet to a spike set in the pavement of U. S. Highway
601 near the northeastern edge of said pavement; thence S 43-41-39 E 142.52 feet to a 1/2 inch
pipe found within the northeastern right of way boundary line of U. S. Highway 601; thence N
19-54-11 E 5.12 feet to a Tutterow cap; thence N 19-04-46 E 32.49 feet to a 1/2 inch pipe found
on the northeastern right of way boundary line of U. S. Highway 601; thence N 19-01-14 E
105.43 feet to a 2 inch pipe found; thence S 72-38-12 E 180.48 feet to a 2 inch pipe found;
thence S 72-39-04 E 57.76 feet to a 1/2 inch pipe set, said pipe having coordinates of northing =
741742.91 and easting = 1553168.07; thence S 72-39-04 E 45.78 feet to a point not set nor found
on the contour at elevation 655 feet, APGI datum, on the northeastern most corner of the U. S.
Highway 601 Boat Access Area, said point having coordinates of northing = 741729.26 and
easting = 1553211.77; thence along said contour at elevation 655 feet, APGI datum, as it
meanders generally northeasterly, then generally southeasterly 37,700 feet, more or less, to a
point not set nor found on said 655 foot contour near the confluence of the South Yadkin and
Yadkin Rivers; thence along said contour at elevation 655 feet, APGI datum, as it meanders
generally northerly on the Yadkin River 44,600 feet, more or less, to a point not set nor found on
the northernmost terminus on the shoreline of High Rock Reservoir on the main body of
the Yadkin River for the Yadkin Project in Davie County, said point having coordinates of
northing = 759109.82 and Basting = I563057.18, said point being located N 34-32-39 E 38.04
feet from a T Post Marker, said T Post Marker having coordinates of northing = 759078.49 and
easting = 1563035.60; thence crossing the Yadkin River in Davie County to the centerline of the
Yadkin River N 50-37-34 E 126.02 feet to a point not set nor found on the common Davie
County and Davidson County boundary line, said point being on the northernmost terminus
of High Rock Reservoir on the centerline of the main body of the Yadkin River for the
Yadkin Project, said point having coordinates of northing = 759189.77 and easting =
1563154.59; thence crossing the Yadkin River in Davidson County N 50-37-34 E 126.02
feet to a point not set nor found on the northernmost terminus of the shoreline of High Rock
Reservoir on the main body of the Yadkin River for the Yadkin Project in Davidson
County, said point having coordinates of northing = 759269.71 and easting = 1563252.01, said
point being located N 37-45-59 W 188.91 feet from a 3 inch pipe found, said 3 inch pipe having
coordinates of northing = 759175.71 and easting = 1563324.83; thence along said contour at
elevation 655 feet, APGI datum, as it meanders generally southeasterly 26,100 feet, more or less,
to a point not set nor found on said 655 foot contour near the confluence of the tributary Farabee
Creek; thence along said contour at elevation 655 feet, APGI datum, as it meanders northerly up
Farabee Creek, then crossing the centerline of said creek, then continuing southerly down
Farabee Creek 3,495 feet, more or less, to a point on said 655 foot contour near the confluence of
Farabee Creek and the main body of High Rock Reservoir; thence along said contour at
elevation 655 feet, APGI datum, as it meanders in a general southeasterly direction 57,505 feet,
more or less, to a 1/2 inch pipe set on said 655 foot contour, said pipe having coordinates of
northing = 722037.28 and easting =1587376.68, said point being on the northernmost corner
of the York Hill Boat Access Area, said pipe also being located on the northernmost corner of
APG1's Parcel No. 3 (Deed Book 1165, Page 704, Davidson County Registry); thence along the
27

BK 784 PG 154 DOC#349142
eastern boundary line of said Parcel No. 3 S 07-11-46 W 22.86 feet to a 1/2 inch pipe set, said
pipe having coordinates of northing = 722014.61 and easting = 1587373.82; thence continuing
with the eastern boundary line of said Parcel No. 3 S 07-10-45 W 282.24 feet to a 1/2 inch pipe
set in the northern boundary line of the 2.9 acre tract described in the deed to Yadkin, Inc. (now
APGI) recorded in Deed Book 670, Page 825, Davidson County Registry, said pipe having
coordinates of northing = 721734.58 and easting = 1587338.54; thence with the northern
boundary line of said 2.9 acre tract S 88-53-31 E 75.94 feet to a 1/2 inch rod found in the
southwestern most corner of APGI's Parcel No. 4 A (Deed Book 1165, Page 704), said rod
having coordinates of northing = 721733.11 and easting = 15874I4.47; thence with the western
boundary line of said Parcel No. 4 A N 03-33-52 E 440.01 feet to a 2 inch pipe found on the
northwestern most corner of said Parcel No. 4 A, said pipe having coordinates of northing =
722172.26 and easting = 1587441.83; thence with the northernmost boundary line of said Parcel
4 A S 73-01-10 E 164.87 feet to a 1/2 inch rod found; thence continuing with the northernmost
boundary line of said Parcel No. 4 A S 72-42-16 E 30.32 feet to a nail found in the centerline of
Trading Ford Way (SR 1138) (formerly Old U. S. Highway 29), said nail having coordinates of
northing = 722115.10 and easting = 1587628.46; thence with the center line of Trading Ford
Way and the eastern boundary line of said Parcel No. 4 A S 14-34-00 W 283.66 feet to a nail
found in the center line of said road; thence with the center line of Trading Ford Way and the
eastern boundary line of Parcel No. 4 A S 15-50-00 W 80.94 feet to a nail found in the centerline
of said road; thence with the center line of Trading Ford Way and the eastern boundary line of
Parcel No. 4 A S 17-12-53 W 33.25 feet to a nail found in the centerline of said road, said nail
being located in the southeastern most corner of said Parcel No. 4 A, said nail having coordinates
of northing = 721730.93 and easting = 1587525.19; thence with the center line of Trading Ford
Way and the eastern boundary line of the 2.9 acre tract described in the Deed to Yadkin, Inc.
(now APGI) recorded in Deed Book 670, Page 825, the following four courses and distances: S
20-01-14 W 11.83 feet to a nail found, S 21-06-32 W 70.67 feet to a nail set, S 25-27-35 W
87.41 feet to a nail found, S 25-26-46 W 85.96 feet to a nail set; thence with the eastern
boundary line of said 2.9 acre tract and running within Trading Ford Way S 18-23-06 W 73.12
feet to a nail found in Trading Ford Way; thence continuing with the eastern boundary line of
said 2.9 acre tract and running within Trading Ford Way S 18-23-37 W 86.22 feet to a nail set in
the center line of Trading Ford Way; thence with the center line of Trading Ford Way and the
eastern boundary line of said 2.9 acre tract S 00-37-50 W 73.76 feet to a spike set, said spike
having coordinates of northing = 721272.37 and easting = 1587370.10; thence a new line S 89-
42-00 W 33.29 feet to a 1/2 inch pipe set; thence a new line S 89-40-28 W 115.98 feet to a 1/2
inch pipe set on the contour at elevation 655 feet, APGI datum, on the western boundary line of
said 2.9 acre tract, also being the southwestern most corner of the York Hill Boat Access
Area, said pipe having coordinates of northing = 721271.53 and easting = 1587220.83; thence
along the contour at elevation 655 feet, APGI datum, as it meanders southerly and then generally
southeasterly crossing under the Wilcox Bridge, then under the bridge for US Highway 29, then
under the bridge for the North Carolina Railroad Company, and then under the bridges for I-
85/US Highway 52 a distance of 1,600 feet, more or less, to a point not set nor found on said 655
foot contour on the southeast side of the northbound I-85/ US Highway 52 Bridge; thence along
the contour at elevation 655 feet, APGI datum, as it meanders southeasterly and then
northwesterly crossing under the bridges for I-85/US Highway 52, then easterly crossing under
the bridges for I-85/US Highway 52 a distance of 10,040 feet, more or less, to a point on said
655 foot contour on the southeast side of the northbound bridge for I-85/US Highway 52; thence
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along the contour at elevation 655 feet, APGI datum, as it meanders easterly 2,295 feet to a point
not set nor found on said 655 foot contour on the northwest side of a culvert under the North
Carolina Railroad Company; thence along the contour at elevation 655 feet, APGI datum, as it
meanders northeasterly passing through said culvert under the North Carolina Railroad
Company, then continuing southwesterly passing through said culvert under the North Carolina
Railroad Company 1,100 feet, more or less, to a point not set or found on said 655 foot contour
on the main body of the High Rock Reservoir on the southeast side of said culvert; thence along
the contour at elevation 655 feet, APGI datum, as it meanders easterly, then westerly, and then
northeasterly 9,845 feet, more or less, to a point not set nor found on said 655 foot contour on the
west side of a culvert under the North Carolina Railroad Company; thence along the contour at
elevation 655 feet, APGI datum, as it meanders northerly passing through said culvert under the
North Carolina Railroad Company, then crossing the centerline of an unnamed tributary, then
continuing southerly passing through said culvert under the North Carolina Railroad Company
2,885 feet, more or less, to a point not set or found on said 655 foot contour on the main body
the High Rock Reservoir on the east side of said culvert; thence along the contour at elevation
655 feet, APGI datum, as it meanders generally easterly on the High Rock Reservoir 27,130 feet,
more or less, to a point not set nor found on said 655 foot contour near the confluence of South
Potts Creek; thence along the contour at elevation 655 feet, APGI datum, as it meanders
generally northwesterly up South Potts Creek 6,330 feet, more or less, to a point not set nor
found on said 655 foot contour on the southwest side of a culvert under the North Carolina
Railroad Company; thence along the contour at elevation 655 feet, APGI datum, as it meanders
generally northwesterly passing through said culvert under the North Carolina Railroad
Company and then southwesterly to the southwest side of another culvert, then northwest passing
through said culvert under the Linwood Railyard, then generally northwest, then generally
northeast crossing the centerline of South Potts Creek, then southeasterly, then southwesterly,
then southeasterly down South Potts Creek to a point on the northeast side of said culvert, then
southeasterly passing through said culvert under the Linwood Railyard, then northeasterly to a
point on the northeast side of a culvert under the North Carolina Railroad Company, then
southeasterly passing through said culvert under the North Carolina Railroad Company 17,100
feet, more or less, to a point on said 655 foot contour on the northeast side of said culvert on
South Potts Creek; thence along the contour at elevation 655 feet, APGI datum, as it meanders
continuing generally easterly 7,100 feet, more or less, to a point, not set nor found, on said 655
foot contour near the confluence of South Potts Creek and North Potts Creek; thence along the
contour at elevation 655 feet, APGI datum, as it meanders generally northerly up North Potts
Creek passing under the bridge for the North Carolina Railroad Company, then continuing
northeasterly 14,795 feet, more or less, to a point not set nor found on said 655 foot contour on
the northwest side of a culvert under the Linwood Railyard; thence along the contour at elevation
655 feet, APGI datum, as it meanders generally northeasterly through said culvert under the
Linwood Railyard, then crossing the centerline of North Potts Creek, then generally
southwesterly down North Potts Creek and through said culvert under the Linwood Railyard
3,795 feet, more or less, to a point not set or found on said 655 foot contour on the southeast
side of said culvert; thence along the contour at elevation 655 feet, APGI datum, as it meanders
generally southerly 1,845 feet, more or less, to point not set nor found on said 655 foot contour
on the northeast side of a culvert under the North Carolina Railroad Company; thence along the
contour at elevation 655 feet, APGI datum, as it meanders generally southeasterly, through said
culvert under the North Carolina Railroad Company, then generally southeasterly, then generally
29

BK 784 PG 156 DOC#349142
southwesterly, then northeasterly to the southwest side of said culvert, then northwesterly
through said culvert under the North Carolina Railroad Company 1,115 feet, more or less, to a
point not set nor found on said 655 foot contour on the southwest side of said culvert; thence
continuing along the contour at elevation 655 feet, APGI datum, as it meanders generally
southwesterly on the main body of North Potts Creek, passing under the bridge for the North
Carolina Railroad Company, then continuing southerly along said creek 14,590 feet, more or
less, to a point not set nor found on said 655 foot contour near the confluence of North Potts
Creek and the main body of High Rock Reservoir; thence along the contour at elevation 655 feet,
APGI datum, as it meanders generally southerly along the main body of the High Rock Reservoir
42,970 feet, more or less, to a point, not set nor found, on said 655 foot contour near the
confluence of Swearing Creek; thence along the contour at elevation 655 feet, APGI datum, as it
meanders generally northerly up Swearing Creek, crossing under the bridges for Linwood-
Southmont Road and Jersey Church Road, crossing the centerline of said Creek, then generally
southerly down said Creek, and crossing under the bridge for Jersey Church Road 83,940 feet,
more or less, to a point, not set nor found on said 655 foot contour near the confluence of
Swearing Creek and its tributary, Richard Creek; thence along the contour at elevation 655 feet,
APGI datum, as it meanders northeasterly up Richard Creek, a tributary of Swearing Creek,
5,235 feet, more or less, to a point not set nor found on said 655 foot contour on the northeast
side of a culvert under Rockcrusher Road; thence along the contour at elevation 655 feet, APGI
datum, as it meanders generally southeasterly passing through said culvert under Rockcrusher
Road, crossing the centerline of Richard Creek, then generally northwesterly passing through
said culvert under Rockcrusher Road 2,480 feet, more or less, to a point not set nor found on said
655 foot contour on the southwest side of said culvert; thence along the contour at elevation 655
feet, APGI datum, as it meanders down Richard Creek generally southwesterly 6,250 feet, more
or less, to a point not set nor found on said 655 foot contour near the confluence of Richard
Creek and Swearing Creek; thence along the contour at elevation 655 feet, APGI datum, as it
meanders generally southwesterly down Swearing Creek crossing under the bridge for Linwood-
Southmont Road 18,300 feet, more or less, to a point not set nor found on said 655 foot contour
at the confluence of Swearing Creek and the main body of High Rock Reservoir; thence along
the contour at elevation 655 feet, APGI datum, as it meanders generally southeasterly on the
main body of High Rock Reservoir 16,490 feet, more or less, to a point not set nor found on said
655 foot contour near the confluence of Crow Creek; thence along the contour at elevation 655
feet, APGI datum, as it meanders northeasterly up Crow Creek, then crossing the centerline of
said creek, then southwesterly down Crow Creek 30,870 feet, more or less, to a point not set nor
found on said 655 foot contour near the confluence of Crow Creek and the main body of High
Rock Reservoir; thence along the contour at elevation 655 feet, APGI datum, as it meanders
generally southeasterly along the main body of High Rock Reservoir 42,100 feet, more or less,
to a point not set nor found on said 655 foot contour near the confluence of Abbotts Creek;
thence along the contour at elevation 655 feet, APGI datum, as it meanders northerly up Abbotts
Creek 8,480 feet, more or less, to a 1/2 inch pipe set on said 655 foot contour, said pipe having
coordinates of northing = 692543.86 and easting = 1625321.97, said pipe also being on the
southernmost corner of the Southmont Abbotts Creek Boat Access Area; thence N 22-08-15
W 464.98 feet to a 1/2 inch pipe found on the southeast corner of Lot 91 of Yachtsman's Point
Phase 2, Map 5, as shown on the plat recorded in Plat Book 33, Page 3, Davidson County
Registry; thence a common line with said Lot 91, N 02-05-36 W 97.92 feet to a monument
found; thence continuing a common line with said Lot 91 N 02-04-35 W 187.03 feet to a 1/2
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inch pipe found on the northeast comer of said Lot 91 and the southeast comer of Lot 92 as
shown on said plat recorded in Plat Book 33, Page 3; thence a common line with said Lot 92 N
02-04-49 W 150.03 feet to a monument found on the northeast corner of said Lot 92, said
monument also being located on the western right of way boundary line of Wildlife Area
Recreation Road (SR 1300), said monument having coordinates of northing = 693409.25 and
Basting = 1625130.95; thence crossing Wildlife Area Recreation Road S 88-34-05 E 291.87 feet
to a monument found on the contour at elevation 655 feet, APGI datum, on the northeastern
most corner of the Southmont-Abbotts Creek Boat Access Area, said monument having
coordinates of northing = 693401.96 and easting = 1625422.72; thence along said contour at
elevation 655 feet, APGI datum, as it meanders generally northerly then southeasterly along the
southwestern side of the causeway for the Winston-Salem Southbound Railway and NC
Highway 8, then crossing under the bridges for the Winston-Salem Southbound Railway and NC
Highway 8, then northwesterly along the northeastern side of said causeway, then continuing
generally northerly up Abbotts Creek crossing under the bridge for Holloway Church Road
34,160 feet, more or less, to a point not set nor found on said 655 foot contour on the northwest
side of Holloway Church Road near the confluence of the tributary Fox Run Branch; thence
along said contour at elevation 655 feet, APGI datum, as it meanders southwesterly up Fox Run
Branch, a tributary of Abbotts Creek, crossing the centerline of Fox Run Branch, then
northeasterly down said branch 10,560 feet, to a point, not set nor found on said 655 foot contour
near the confluence of Fox Run Branch and Abbotts Creek; thence continuing along said
contour at elevation 655 feet, APGI datum, as it meanders generally northerly up Abbotts Creek,
crossing under the bridge for NC Highway 47 a distance of 92,680 feet, more or Less, to a point
on said 655 foot contour on the western boundary of the Abbotts Creek channel change; thence
N 16-51 W 1,118.36 feet crossing under the bridges for 1-85 to a point on the northwestern right
of way boundary line for I-85; thence N 71-45 W 22.10 feet, more or less, to a point on the
contour at elevation 655 feet, APGI datum; thence along the contour at elevation 655 feet, APGI
datum, as it meanders northerly up Abbotts Creek, then crossing the centerline of Abbot's Creek,
then generally southerly down Abbotts Creek 18,260 feet, more or less, to a point on said 655
foot contour on the northwestern right of way boundary line of I-85; thence S 16-51-E 10 feet to
a point; thence N 71-45 E 704.38 feet to a point; thence N 5-25-25 E 10.92 feet to a point on the
northwestern right of way boundary line of I-85; thence N 71-45 E 2.31 feet to a point on the
northwestern right of way boundary line of 1-85; thence S O4-09-31 W 33.60 feet to a point;
thence S 06-23-03 W 23.02 feet to a point; thence S 71-45 W 689.70 feet to a point; thence S 16-
51 E 71.82 feet to a point; thence S 16-51 E 794.86 feet crossing under the bridges for I-85 to a
point on the contour at elevation 655 feet, APGI datum; thence along said contour at elevation
655 feet, APGI datum, as it meanders generally northeasterly, then generally southwesterly, then
generally southerly and then generally northeasterly crossing under Becks Church Road, then
generally southwesterly, crossing under the bridge for NC Highway 47 a distance of 97,655 feet,
more or less, to a point not set nor found on said 655 foot contour on the northwest boundary of
Holloway Church Road; thence along said contour at elevation 655 feet, APGI datum, as it
meanders southwesterly along the boundary of Holloway Church Road, then crossing under the
bridge for said road, then northeasterly along the boundary of Holloway Church Road, then
generally southeasterly 7,300 feet, more or less, to a point not set nor found on said 655 foot
contour near the confluence of Buddle Creek, a tributary to Abbotts Creek; thence along said
contour at elevation 655 feet, APGI datum, as it meanders northeasterly up Buddle Creek 10,460
feet, more or less, to a point not set nor found on said 655 foot contour on the northwest side of a
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BK 784 PG 158 DOC#349142
culvert under Holloway Church Road; thence along said contour at elevation 655 feet, APGI
datum, as it meanders northeasterly passing through said culvert under Holloway Church Road
on Buddle Creek, crossing the centerline of Buddle Creek, then generally southwesterly down
Buddle Creek, crossing through said culvert under Holloway Church Road 4,340 feet, more or
less, to a point not set nor found on said 655 foot contour on the southeast side of said culvert;
thence along said contour at elevation 655 feet, APGI datum, as it meanders generally
southeasterly 90 feet, more or less, to a 1/2 inch pipe set on said 655 foot contour on the
northernmost corner of the Buddle Creek Boating and Fishing Access Area, said pipe also
being located on the southwestern right of way boundary line of Holloway Church Road (SR
2294), said pipe having coordinates of northing = 705946.79 and easting = 1635035.87, said
pipe also being located S 77-25-46 W 74.17 feet from a 1/2 inch pipe found at the northwest
comer of Hulin W. Brown (Deed Book 1157, Page 0163, Davidson County Registry; thence
running with the southwestern right of way boundary line of Holloway Church Road S 48-33-47
E 341.75 feet to a 1/2 inch pipe set on said boundary line; thence continuing with the
southwestern right of way boundary line of Holloway Church Road a curve to left with a radius
of 728.41 feet, an arc length of 180.12 feet and a chord bearing and distance of S 55-31-55 E
179.66 feet to 1/2 inch pipe set on said boundary line, said pipe having coordinates of northing =
705618.95 and easting = 1635440.20, said pipe also being located S 22-48-33 W 60.22 feet from
a 1/2 inch rod found at the intersection of the western right of way boundary line of Buddle
Drive (SR 2302) with the northern right of way boundary line of Holloway Church Road; thence
S 25-26- 1 0 W 54.60 feet to a 1/2 inch pipe set; thence S 09-02-39 W 148.90 feet to a 1/2 inch
pipe set; thence S 30-14-28 W 305.44 feet to a 1/2 inch pipe set on the contour at elevation 655
feet, APGI datum, on the southernmost corner of the Buddle Creek Boating and Fishing
Access Area, said pipe having coordinates of northing = 705158.71 and easting =1635239.50;
thence along said contour at elevation 655 feet, APGI datum, as it meanders generally
southwesterly down Buddle Creek 12,128 feet, more or less, to a point not set nor found on said
655 foot contour near the confluence of Buddle Creek and Abbotts Creek; thence along said
contour at elevation 655 feet, APGI datum, as it meanders generally southwesterly down Abbotts
Creek, crossing under bridges for NC Highway 8 and the Winston-Salem Southbound Railway,
then generally southeasterly 35,970 feet, more or less, to a point not set nor found on said 655
foot contour on the northwest side of a culvert under the Winston-Salem Southbound Railway;
thence along said contour at elevation 655 feet, APGI datum, as it meanders northeasterly
passing through said culvert under the Winston-Salem Southbound Railway, then southwesterly
passing through said culvert 630 feet, more or less, to a point not set nor found on said 655 foot
contour on the southeast side of said culvert; thence along said contour at elevation 655 feet,
APGI datum, as it meanders continuing generally southeasterly along the main body of the High
Rock Reservoir 2,375 feet, more or less, to a point not set nor found on said 655 foot contour on
the northwest side of a culvert under the Winston-Salem Southbound Railway; thence along said
contour at elevation 655 feet, APGI datum, as it meanders northeasterly through said culvert
under the Winston-Salem Southbound Railway, then southwesterly through said culvert under
the Winston-Salem Southbound Railway 14,590 feet, more or Less, to a point not set nor found
on said 655 foot contour on the main body of High Rock Reservoir on the southeast side of said
culvert; thence along said contour at elevation 655 feet, APGI datum, as it meanders generally
southeasterly along the main body of High Rock Reservoir 2,075 feet, more or less, to a point not
set nor found on said 655 foot contour on the northwest side of a culvert under the Winston-
Salem Southbound Railway; thence along said contour at elevation 655 feet, APGI datum, as it
32

BK 784 PG 159 DOC#349142
meanders northeasterly through said culvert under the Winston-Salem Southbound Railway, then
southwesterly through said culvert under the Winston-Salem Southbound Railway 370 feet, more
or less, to a point not set nor found on said 655 foot contour on the main body of High Rock
Reservoir on the southeast side of said culvert; thence along said contour at elevation 655 feet,
APGI datum, as it meanders generally southeasterly along the main body of High Rock
Reservoir 6,655 feet, more or less, to a point not set nor found on said 655 foot contour on the
northwest side of a culvert under the Winston-Salem Southbound Railway; thence along said
contour at elevation 655 feet, APGI datum, as it meanders northeasterly through said culvert
under the Winston-Salem Southbound Railway, then southwesterly through said culvert under
the Winston-Salem Southbound Railway 1,570 feet, more or less, to a point not set nor found on
said 655 foot contour on the main body of High Rock Reservoir on the southeast side of said
culvert; thence along said contour at elevation 655 feet, APGI datum, as it meanders generally
southeasterly along the main body of High Rock Reservoir 7,480 feet, more or less, to a point not
set nor found on said 655 foot contour on the northwest side of a culvert under the Winston-
Salem Southbound Railway; thence along said contour at elevation 655 feet, APGI datum, as it
meanders northeasterly passing through said culvert under the Winston-Salem Southbound
Railway, then generally northwesterly, then northeasterly, then generally southeasterly through
said culvert under the Winston-Salem Southbound Railway 6,990 feet, more or less, to a point
not set nor found on said 655 foot contour on the main body of High Rock Reservoir on the
southeast side of said culvert; thence along said contour at elevation 655 feet, APGI datum, as it
meanders generally southeasterly along the main body of High Rock Reservoir 2,440 feet, more
or less, to a point not set nor found on said 655 foot contour on the northwest side of a culvert
under the Winston-Salem Southbound Railway; thence along said contour at elevation 655 feet,
APGI datum, as it meanders generally northeasterly passing through said culvert under the
Winston-Salem Southbound Railway, then generally northeasterly, then southwesterly 25,220
feet, more or less, to a point not set nor found on said 655 foot contour near the confluence of
Flat Swamp Creek; thence along said contour at elevation 655 feet, APGI datum, as it meanders
northeasterly up Flat Swamp Creek, crossing under the bridge for NC Highway 8 a distance of
44,475 feet, more or less, to a point not set nor found on said 655 foot contour near the
confluence of Four -Mile Branch, a tributary of Flat Swamp Creek; thence along said contour at
elevation 655 feet, APGI datum, as it meanders generally northerly up Four -Mile Branch, then
crossing the centerline of Four -Mile Branch, then generally southerly down said Branch 18,170
feet, more or less, to a point not set nor found on said 655 foot contour near the confluence of
Four -Mile Branch and Flat Swamp Creek; thence along said contour at elevation 655 feet, APGI
datum, as it meanders generally northerly up Flat Swamp Creek, crossing the centerline of Flat
Swamp Creek, then generally southwesterly down Flat Swamp Creek, crossing under the bridge
for NC Highway 8 a distance of 38,350 feet, more or less, to a 1/2 inch pipe set on the western
right of way boundary line of N. C. Highway 8, said pipe being on said 655 foot contour, on the
northwestern most corner of the Flat Swamp Access Area (Pebble Beach), said pipe having
coordinates of northing = 691655.07 and easting = 1648026.16; thence with the westem right
of way boundary line of N. C. Highway 8 a curve to the right with a radius of 1,095.93 feet, an
arc length of 73.88 feet and a chord bearing and distance of S 44-33-36 E 73.87 feet to a 1/2 inch
pipe set; thence with the western right of way boundary line of N. C. Highway 8 a curve to the
right with a radius of 768.51 feet, an arc length of 187.79 feet and a chord bearing and distance
of S 35-37-13 E 187.33 feet to a 1/2 inch pipe set; thence with the westem right of way boundary
line of N. C. Highway 8 a curve to the right with a radius of 1,859.84 feet, an arc length of 97.38
33

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feet and a chord bearing and distance of S 27-07-59 E 97.36 feet to a 1/2 inch pipe set; thence
with the western right of way boundary line of N. C. Highway 8 a curve to the right with a radius
of 767.42 feet, an arc length of 13.93 feet and a chord bearing and distance of S 25-03-52 E
13.93 feet to a 1/2 inch pipe set; thence crossing the western right of way boundary line of N. C.
Highway 8 N 39-56-37 E 10.99 feet to a 1/2 inch pipe found; thence crossing the right of way of
N. C. Highway 8 N 39-56-01 E 64.96 feet to a point not set nor found in the center line of N. C.
Highway 8, said point having coordinates of northing = 691409.13 and easting = 1648286.15;
thence running with the centerline of N. C. Highway 8 a curve to the right with a radius of
799.87 feet, an arc length of 229.90 feet and a chord bearing and distance of S 14-42-33 E
229.11 feet to a point not set nor found in the center line of N. C. Highway 8; thence with the
center line of N. C. Highway 8 S 06-28-33 E 69.64 feet to a point not set nor found in the center
line of N. C. Highway 8; thence with the center line of N. C. Highway 8 a curve to the right with
a radius of 1,277.89 feet, an arc length of 261.22 feet and a chord bearing and distance of S 00-
37-01 E 260.76 feet to a point not set nor found in the center line of N. C. Highway 8; thence
with the center line of N. C. Highway 8 S 05-14-32 W 549.80 feet to a point not set nor found in
the center line of N. C. Highway 8, said point having coordinates of northing = 690310.09 and
easting = 1648304.75; thence N 88-24-32 E 58.38 feet to a 1/2 inch pipe found on the east side
of the eastern right of way boundary line of N. C. Highway 8; thence S 05-06-24 W 129.33 feet
to a 1/2 inch pipe set; thence S 05-06-00 W 170.90 feet to a 1 1/2 inch pipe found; thence S 41-
44-49 W 14.19 feet to a 1/2 inch pipe found on the eastern right of way boundary line of N. C.
Highway 8; thence S 41-34-37 W 116.31 feet to a 1/2 inch pipe found; thence S 89-58-05 W
31.37 feet to a 1/2 inch pipe set; thence S 89-55-58 W 132.98 feet to a 1/2 inch pipe set on the
contour at elevation 655 feet, APGI datum, on the southwestern most corner of the Flat
Swamp Access Area (Pebble Beach), said pipe having coordinates of northing = 689914.90
and easting = 1648085.42; thence along said contour at elevation 655 feet, APGI datum, as it
meanders northwesterly, then generally southwesterly down Flat Swamp Creek, crossing under
the bridge for the Winston-Salem Southbound Railway on the main body of High Rock
Reservoir, then southerly on the main body of High Rock Reservoir 36,260 feet, more or less, to
a point on said contour on the north side of a culvert under the Winston-Salem Southbound
Railway; thence along said contour at elevation 655 feet, APGI datum, as it meanders easterly
passing through said culvert, then easterly and then southwesterly through said culvert 1,315
feet, more or less, to a point on the south side of said culvert on the main body of High Rock
Reservoir; thence along said contour at elevation 655 feet, APGI datum, as it meanders southerly
along the High Rock Reservoir 1,580 feet, more or less, to a point not set nor found on said 655
foot contour, said point having coordinates of northing = 676176.85 and easting = 1633400.44
and being located north of the High Rock Dam; thence N 77-43-27 E 13.64 feet to a point not
set nor found on the southwestern boundary line of the Winston-Salem Southbound Railway
(Deed Book 108, Page 238, Davidson County Registry), said point having coordinates of
northing = 676179.75 and easting = 1633413.77; thence southeasterly along the southwestern
boundary line of the Winston-Salem Southbound Railway (Deed Book 108, Page 238) a curve to
the left 468 feet, more or less, and crossing the High Rock Dam, to a 5/8 inch rod set on said
Railway's southwestern boundary line, said rod having coordinates of northing = 675727.96 and
casting = 1633528.05; thence generally southeasterly along the southwestern boundary line of
the Winston-Salem Southbound Railway (Deed Book 108, Page 238) 2,040 feet, more or less,
crossing Bringle Ferry Road to a spike set on the northernmost corner of the Bringle Ferry
Boat Access Area on the southern right of way boundary line of Bringle Ferry Road (SR 1002)
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at its intersection with the southwestem boundary line of the Winston-Salem Southbound
Railway (Deed Book 108, Page 238), said spike having coordinates of northing = 674798.50
and easting = 1635267.34; thence a common line with the Winston-Salem Southbound Railway
(Deed Book 108, Page 238) S 61-02-46 E 35.91 feet to a 1/2 inch pipe set, said pipe having
coordinates of northing = 674781.12 and easting = 1635298.76; thence S 28-13-22 W 500.27
feet to a 1/2 inch pipe set; thence S 59-57-51 W 238.38 feet to a 1/2 inch pipe set; thence N 72-
39-18 W 445.89 feet to a 1/2 inch pipe set; thence S 27-41-14 W 103.13 feet to a 1/2 inch pipe
set on the contour at elevation 596 feet, APGI datum, the normal full pool elevation of
Tuckertown Reservoir, on the southernmost corner of the Bringle Ferry Boat Access Area,
said pipe having coordinates of northing = 674262.61 and easting = 1634382.28; thence along
said contour at elevation 596 feet, APGI datum, as it meanders generally southeasterly along the
main body of Tuckertown Reservoir 14,510 feet, more or less, to a point not set nor found on
said 596 foot contour on the northwest side of a culvert under the Winston-Salem Southbound
Railway; thence along said contour at elevation 596 feet, APGI datum, as it meanders
northeasterly through said culvert under the Winston-Salem Southbound Railway, then
southwesterly through said culvert under the Winston-Salem Southbound Railway, 1,230 feet,
more or less, to a point not set nor found on said 596 foot contour on the main body of
Tuckertown Reservoir on the southeast side of said culvert; thence along said contour at
elevation 596 feet, APGI datum, as it meanders generally southeasterly on the main body of
Tuckertown Reservoir 1,540 feet, more or less, to a point not set nor found on said 596 foot
contour on the northwest side of a culvert under the Winston-Salem Southbound Railway; thence
along said contour at elevation 596 feet, APGI datum, as it meanders generally northeasterly
through said culvert under the Winston-Salem Southbound Railway, then generally
southeasterly, then southwesterly, then northwesterly, then southwesterly, then southeasterly,
then northwesterly and then southwesterly through said culvert under the Winston-Salem
Southbound Railway, 5,785 feet, more or less, to a point not set nor found on said 596 foot
contour on the main body of Tuckertown Reservoir on the southeast side of said culvert; thence
along the contour of elevation 596 feet, APGI datum, as it meanders generally southeasterly on
the main body of Tuckertown Reservoir 1,875 feet, more or less, to a point not set nor found on
said 596 foot contour near the confluence of Lick Creek on the southwest corner of a bridge for
the Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI
datum, as it meanders crossing under said bridge for the Winston-Salem Southbound Railway,
then generally northeasterly up Lick Creek crossing under the bridge for Lick Creek Church
Road, crossing the centerline for Lick Creek, then generally southwesterly down said Creek,
crossing under the bridges for Lick Creek Church Road and the Winston-Salem Southbound
Railway 26,250 feet, more or less, to a point not set nor found on said 596 foot contour on the
main body of Tuckertown Reservoir on the southeast corner of said bridge; thence along said
contour at elevation 596 feet, APGI datum, as it meanders generally southeasterly on the main
body of Tuckertown Reservoir 1,685 feet, more or less, to a point not set nor found on said 596
foot contour on the northwest side of a culvert under the Winston-Salem Southbound Railway;
thence along said contour at elevation 596 feet, APGI datum, as it meanders passing through the
culvert under the Winston-Salem Southbound Railway generally easterly, then westerly through
said culvert under the Winston-Salem Southbound Railway 1,055 feet, more or less, to a point
not set nor found on said 596 foot contour on the main body of Tuckertown Reservoir on the
southeast side of said culvert; thence along said contour at elevation 596 feet, APGI datum, as it
meanders generally southerly on the main body of Tuckertown Reservoir 2,140 feet, more or
35

BK 784 PG 162 DOC#349142
less, to a point not set nor found on said 596 foot contour on the north side of a culvert under the
Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI
datum, as it meanders passing through the culvert under the Winston-Salem Southbound Railway
generally easterly, then westerly through said culvert under the Winston-Salem Southbound
Railway 625 feet, more or less, to a point not set nor found on said 596 foot contour on the main
body of Tuckertown Reservoir on the south side of said culvert; thence along said contour at
elevation 596 feet, APGI datum, as it meanders generally southerly on the main body of the
Tuckertown Reservoir 3,700 feet, more or less, to a point not set nor found on said 596 foot
contour near the confluence of Cabin Creek on the northwest side of a bridge under the Winston-
Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI datum, as it
meanders easterly crossing under said bridge for the Winston-Salem Southbound Railway, then
continuing easterly up Cabin Creek, crossing the centerline for said Creek, then westerly down
Cabin Creek crossing under the bridge for the Winston-Salem Southbound Railway 17,290 feet,
more or less, to a point not set nor found on said 596 foot contour on the main body of
Tuckertown Reservoir on the northwest side of said bridge; thence along said contour at
elevation 596 feet, APGI datum, as it meanders generally southerly on the main body of the
Tuckertown Reservoir 3,425 feet, more or less, to a point not set nor found on said 596 foot
contour on the northeast side of a culvert under the Winston-Salem Southbound Railway; thence
along said contour at elevation 596 feet, APGI datum, as it meanders generally easterly through
said culvert under the Winston-Salem Southbound Railway, then generally westerly through said
culvert under the Winston-Salem Southbound Railway 1,260 feet, more or less, to a point not set
nor found on said 596 foot contour on the main body of Tuckertown Reservoir on the southwest
side of said culvert; thence along said contour at elevation 596 feet, APGI datum, as it meanders
generally southerly on the main body of the Tuckertown Reservoir 2,045 feet, more or less, to a
point not set nor found on said 596 foot contour on the northwest side of a culvert under the
Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI
datum, as it meanders generally northeasterly through said culvert under the Winston-Salem
Southbound Railway, then generally southwesterly through said culvert under the Winston-
Salem Southbound Railway 1,150 feet, more or less, to a point not set nor found on said 596
foot contour on the main body of Tuckertown Reservoir on the southeast side of said culvert;
thence along said contour at elevation 596 feet, APGI datum, as it meanders generally southerly
on the main body of Tuckertown Reservoir 1,565 feet, more or less, to a point not set nor found
on said 596 foot contour on the northwest side of a culvert under the Winston-Salem Southbound
Railway; thence along said contour at elevation 596 feet, APGI datum, as it meanders generally
northeasterly through said culvert under the Winston-Salem Southbound Railway, then generally
southwesterly through said culvert under the Winston-Salem Southbound Railway 1,090 feet,
more or less, to a point not set nor found on said 596 foot contour on the main body of
Tuckertown Reservoir on the southeast side of said culvert; thence along said contour at
elevation 596 feet, APGI datum, as it meanders generally southeasterly on the main body of
Tuckertown Reservoir 3,185 feet, more or less, to point not set nor found on said 596 foot
contour on the northwest side of a culvert; thence along said contour at elevation 596 feet, APGI
datum, as it meanders generally northeasterly through said culvert under the Winston-Salem
Southbound Railway, then generally southwesterly through said culvert under the Winston-
Salem Southbound Railway 2,295 feet, more or less, to a point not set nor found on said 596 foot
contour on the main body of Tuckertown Reservoir on the southeast side of said culvert; thence
along said contour at elevation 596 feet, APGI datum, as it meanders generally southeasterly on
36

BK 784 PG 163 DOC#349142
the main body of Tuckertown Reservoir 16,195 feet, more or less, to a point not set nor found on
said 596 foot contour near the confluence of Ellis Creek on the southwest side of a bridge under
the Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI
datum, as it meanders northeasterly crossing under said bridge for the Winston-Salem
Southbound Railroad, then generally northwesterly 3,175 feet, more or less, to a 1/2 inch pipe
set on said 596 foot contour on the southwestern most corner of the Newsom Road/Ellis
Creek Picnic & Fishing Access Area on the northeastern boundary line of the Winston-Salem
Southbound Railway (Deed Book 346, Page 247, Davidson County Registry), said pipe having
coordinates of northing = 652448.41 and easting = 1645562.03; thence a common line with
the Winston-Salem Southbound Railway (Deed Book 346, Page 247) N 35-19-14 W 114.56 feet
to a 1/2 inch pipe set; thence a common line with the Winston-Salem Southbound Railway (Deed
Book 346, Page 247) and crossing Newsom Road N 35-16-50 W 60.34 feet to a l/2 inch pipe
set; thence a common line with the Winston-Salem Southbound Railway (Deed Book 346, Page
247) N 35-18-49 W 246.26 feet to a 1/2 inch pipe set on the northeast boundary line of the
Winston-Salem Southbound Railway (Deed Book 346, Page 247) on the contour at elevation 596
feet, APGI datum, on the northwestern most corner of the Newsom Road/Ellis Creek Picnic
& Fishing Access Area, said pipe having coordinates of northing = 652792.09 and easting =
1645318.60; thence along said contour at elevation 596 feet, APGI datum, as it meanders
generally northwesterly, then southeasterly, then northeasterly, then southeasterly, then
southwesterly, then southeasterly, then northeasterly and then southwesterly 5,325 feet, more or
less, to a 1/2 inch pipe set on said 596 foot contour on the northern most corner of the
Newsom Road/Ellis Creek Picnic & Fishing Access Area, said pipe having coordinates of
northing = 653068.36 and easting =1645858.72; thence S 38-40-08 E 146.86 feet to a 1/2 inch
pipe set on the northwestern right of way boundary line of Newsom Road (SR 2538), said pipe
having coordinates of northing = 652953.70 and easting = 1645950.48; thence S 46-03-47 W
473 feet to a 1/2 inch pipe set on the southeastern right of way boundary line of Newsom Road;
thence S 36-09-28 E 100.42 feet to a 1/2 inch pipe set on the contour at elevation 596 feet, APGI
datum, on the southeastern most corner of the Newsom Road/Ellis Creek Picnic & Fishing
Access Area, said pipe having coordinates of northing = 652544.42 and easting =1645669.12;
thence along said contour at elevation 596 feet, APGI datum, as it meanders generally easterly
up Ellis Creek 8,990 feet, more or less, to point not set nor found on said 596 foot contour on the
northwest side of a culvert under Newsom Road; thence along said contour at elevation 596 feet,
APGI datum, as it meanders generally northeasterly passing through said culvert under Newsom
Road, then generally southwesterly through said culvert under Newsom Road 1,610 feet, more or
less, to a point not set nor found on said 596 foot contour on the southeast side of said culvert;
thence along said contour at elevation 596 feet, APGI datum, as it meanders generally easterly
up Ellis Creek 4,555 feet, more or less, to a point not set nor found on said 596 foot contour on
the southwest side of a culvert under Stokes Road; thence along said contour at elevation 596
feet, APGI datum, as it meanders passing through said culvert under Stokes Road, then crossing
the centerline of Ellis Creek, then generally southwesterly down Ellis Creek passing through said
culvert under Stokes Road 1,800 feet, more or less, to a point not set nor found on said 596 foot
contour on the southeast side of said culvert; thence along said contour at elevation 596 feet,
APGI datum, as it meanders generally southwesterly crossing under the bridge for the Winston-
Salem Southbound Railway 10,515 feet, more or less, to a point not set nor found on said 596
foot contour near the confluence of Ellis Creek and the main body of' Tuckertown Reservoir on
the southwest side of said bridge; thence along said contour at elevation 596 feet, APGI datum,
37

BK 784 PG 164 DOC#349142
as it meanders southerly on the main body of Tuckertown Reservoir 1,035 feet, more or less, to a
point not set nor found on said 596 foot contour on the northwest side of a culvert under the
Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI
datum, as it meanders easterly passing through said culvert under the Winston-Salem
Southbound Railway, then westerly through said culvert under the Winston-Salem Southbound
Railway 2,500 feet, more or less, to a point not set nor found on said 596 foot contour on the
main body of the Tuckertown Reservoir on the southeast side of said culvert; thence along said
contour at elevation 596 feet, APGI datum, as it meanders southerly on the main body of the
Tuckertown Reservoir 2,425 feet, more or less, to a point not set nor found on said 596 foot
contour on the northwest side a culvert under the Winston-Salem Southbound Railway; thence
along said contour at elevation 596 feet, APGI datum, as it meanders generally northeasterly
passing through said culvert under the Winston-Salem Southbound Railway, then southwesterly
through said culvert under the Winston-Salem Southbound Railway 750 feet, more or less, to a
point not set nor found on said 596 foot contour on the main body of Tuckertown Reservoir on
the southwest side of said culvert; thence along said contour at elevation 596 feet, APGI datum,
as it meanders southeasterly on the main body of Tuckertown Reservoir 1,700 feet, more or less,
to a point, not set nor found on said 596 foot contour on the northwest side of a culvert under the
Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI
datum, as it meanders generally northeasterly passing through said culvert under the Winston-
Salem Southbound Railway, then generally southwesterly through said culvert under the
Winston-Salem Southbound Railway 4,590 feet, more or less, to a point not set nor found on said
596 foot contour on the main body of Tuckertown Reservoir on the southeast side of said culvert;
thence along said contour at elevation 596 feet, APGI datum, as it meanders generally southerly
on the main body of Tuckertown Reservoir, crossing under the bridges for NC Highway 49/ NC
Highway 8, crossing from Davidson County to Montgomery County 5,090 feet, more or less,
to a point not set nor found on said 596 foot contour on the northwest side of a culvert under the
Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet, APGI
datum, as it meanders generally northeasterly passing through said culvert under the Winston-
Salem Southbound Railway, crossing back into Davidson County from Montgomery County,
1,120 feet, more or less, to a point not set nor found on said 596 foot contour on the northwest
side of a culvert under Tuckertown Road; thence along said contour at elevation 596 feet, APGI
datum, as it meanders northeasterly passing through said culvert under Tuckertown Road, thence
continuing northeasterly, then southwesterly passing through said culvert under Tuckertown
Road 1,960 feet, more or less, to a point not set nor found on said 596 foot contour on the
southeast side of said culvert; thence along said contour at elevation 596 feet, APGI datum, as it
meanders southeasterly 215 feet, more or less, to a 1/2 inch pipe set on the western right of way
boundary line of Tuckertown Road (SR 2543) on said 596 foot contour on the northernmost
corner of the Tuckertown Bank Fishing Access Area #4, said pipe having coordinatcs of
northing = 640591.11 and easting =1649425.55; thence running with the western right of way
boundary line of Tuckertown Road a curve to the left; with a radius of 573.03 feet, an arc length
of 98.72 feet and a chord bearing and distance of S 31-14-59 E 98.59 feet to a 1/2 inch pipe set;
thence S 41-49-52 W 245.97 feet to a 1/2 inch pipe set on the Davidson/Montgomery County
Line, said pipe having coordinates of northing = 640323.54 and casting = 1649312.65, said pipe
also being located S 88-46-24 W 441.94 feet from a nail set in the center line of Tuckertown
Road (SR 1164) on the Montgomery/Davidson County Line; thence entering Montgomery
County S 41-49-02 W 18.13 feet to a 1 1/2 inch pipe found; thence S 66-36-01 W 150.01 feet to
38

BK 784 PG 165 DOC#349142
a 1 1/2 inch pipe found; thence S 84-28-28 W 244.01 feet to a 1/2 inch pipe set on the
northeastern property line of the Winston-Salem Southbound Railway (Deed Book 120, Page
259, Montgomery County Registry), said pipe having coordinates of northing = 640226.96 and
easting = 1648920.01; thence a common line with the Winston-Salem Southbound Railway
(Deed Book 120, Page 259) N 36-23-43 W 34.34 feet to a 1/2 inch pipe set on the contour at
elevation 596 feet, APGI datum, on the westernmost corner of the Tuckertown Bank Fishing
Access Area #4, said pipe having coordinates of northing = 640254.60 and easting =
1648899.64; thence along said contour at elevation 596 feet, APGI datum, as it meanders
generally westerly passing through a culvert under the Winston-Salem Southbound Railway 305
feet, more or less, to a point not set nor found on said 596 foot contour on the main body of
Tuckertown Reservoir on the southeast side of said culvert; thence along said contour at
elevation 596 feet, APGI datum, as it meanders southeasterly on the main body of Tuckertown
Reservoir 1,150 feet, more or less, to a point not set nor found on said 596 foot contour on the
northwest side of a culvert under the Winston-Salem Southbound Railway; thence along said
contour at elevation 596 feet, APGI datum, as it meanders generally northeasterly passing
through said culvert under the Winston-Salem Southbound Railway 3,290 feet, more or less, to a
1/2 inch pipe set on said 596 foot contour on the southwestern most corner of the Tuckertown
Road Pull -Off Fishing Access Area #3, said pipe having coordinates of northing = 639916.28
and easting = 1650698.42; thence N 25-24-57 W 141.13 feet to a 1/2 inch pipe set on the
southern right of way boundary line of Tuckertown Road (SR 1164), said pipe having
coordinates of northing = 640043.75 and easting = 1650637.84; thence running with the southern
right of way boundary line of Tuckertown Road S 74-04-50 E 166.21 feet to a monument found
on said right of way boundary line; thence continuing with the southern right of way boundary
line of Tuckertown Road a curve to the right with a radius of 435.71 feet, an arc length of 76.05
feet and a chord bearing and distance of S 69-04-49 E 75.95 feet to a 1/2 inch pipe set on said
right of way boundary line, said pipe having coordinates of northing = 639971.04 and casting =
1650868.63; thence S 27-40-20 W 88.93 feet to a 1/2 inch pipe set on the contour at elevation
596 feet, APGI datum, on the southeastern most corner of the Tuckertown Road Pull -Off
Fishing Access Area #3, said pipe having coordinates of northing = 639892.28 and easting =
1650827.33; thence along said contour at elevation 596 feet, APGI datum, as it meanders
generally easterly 655 feet, more or less, to a point not set nor found on said 596 foot contour on
the northwest side of a culvert under Tuckertown Road; thence along said contour at elevation
596 feet, APGI datum, as it meanders generally easterly passing through said culvert under
Tuckertown Road, then generally westerly passing through said culvert under Tuckertown Road
1,595 feet, more or less, to a point not set nor found on said 596 foot contour on the southeast
side of said culvert; thence along said contour at elevation 596 feet, APGI datum, as it meanders
generally southerly 50 feet to a 1/2 inch pipe set on the western right of way boundary line of
Tuckertown Road (SR 1164) on said 596 foot contour on the northeastern most corner of the
Tuckertown Road Pull -Off Fishing Access Area #2, said pipe having coordinates of northing
= 639482.91 and easting = 1651191.07; thence running with the western right of way boundary
line of Tuckertown Road a curve to the right with a radius of 612.39 feet, an arc length of 42.91
feet and a chord bearing and distance of S 00-13-51 E 42.91 feet to a monument set on said right
of way boundary line; thence continuing with the western right of way boundary line of
Tuckertown Road S 01-45-42 W 24.07 feet to a 1/2 inch pipe set on said right of way boundary
line; thence N 83-27-I6 W 214.41 feet to a 1/2 inch pipe set; thence N 07-15-00 W 11.65 feet to
a 1/2 inch pipe set on the contour at elevation 596 feet, APGI datum, on the northwestern most
39

BK 784 PG 166 DOC#349142
corner of the Tuckertown Road Pull -Off Fishing Access Area #2, said pipe having
coordinates of northing = 639451.95 and Basting = 1650976.02; thence along said contour at
elevation 596 feet, APGI datum, as it meanders generally westerly passing through a culvert
under the Winston-Salem Southbound Railway 2,080 feet, more or less, to a point not set nor
found on said 596 foot contour on the main body of Tuckertown Reservoir on the southwest side
of a culvert under the Winston-Salem Southbound Railway; thence along said contour at
elevation 596 feet, APGI datum, as it meanders southeasterly on the main body of Tuckertown
Reservoir 2,040 feet, more or less, to a point not set nor found on said 596 foot contour on the
northwest side of a culvert under the Winston-Salem Southbound Railway; thence along said
contour at elevation 596 feet, APGI datum, as it meanders generally easterly passing through
said culvert under the Winston-Salem Southbound Railway, then generally southerly and
westerly through said culvert under the Winston-Salem Southbound Railway 2,860 feet, more or
less, to a point not set nor found on said 596 foot contour on the main body of Tuckertown
Reservoir on the southeast side of said culvert; thence along said contour at elevation 596 feet,
APGI datum, as it meanders southerly on the main body of Tuckertown Reservoir 1,530 feet,
more or less, to point not set nor found on said 596 foot contour on the north side of a culvert
under the Winston-Salem Southbound Railway; thence along said contour at elevation 596 feet,
APGI datum, as it meanders generally easterly passing through said culvert under the Winston-
Salem Southbound Railway, then generally easterly, then westerly through said culvert under the
Winston-Salem Southbound Railway 2,250 feet, more or less, to a point not set nor found on
said 596 foot contour on the main body of Tuckertown Reservoir on the south side of said
culvert; thence along said contour at elevation 596 feet, APGI datum, as it meanders southerly on
the main body of Tuckertown Reservoir 1,455 feet, more or less, to a 1/2 inch pipe set on said
596 foot contour on the northwestern most corner of the Tuckertown Canoe Portage Access
Area, said pipe having coordinates of northing = 634494.63 and easting = 1650114.45, said
pipe also being located on the western boundary line of the Winston-Salem Southbound Railway
(Deed Book 120, Page 259, Montgomery County Registry); thence a common line with the
western boundary line of the Winston-Salem Southbound Railway (Deed Book 120, Page 259) a
curve to the Ieft with a radius of 1,014.02 feet, an arc length of 189.40 feet and a chord bearing
and distance of S 21-13-03 E 189.13 feet to a 1/2 inch pipe set on the western boundary line of
said railway, said pipe having coordinates of northing = 634318.33 and easting = 1650182.90;
thence a common line with the western boundary line of the Winston-Salem Southbound
Railway (Deed Book 120, Page 259) a curve to the Ieft with a radius of 1,030.13 feet, an arc
length of 646.74 feet and a chord bearing and distance of S 44-25-13 E 636.17 feet to a 1/2 inch
pipe set; thence continuing a common line with the southwestern boundary line of the Winston-
Salem Southbound Railway (Deed Book 120, Page 259) a curve to the left with a radius of
1,415.48 feet, an arc length of 104.85 feet and a chord bearing and distance of S 64-30-02 E
104.83 feet to a 1/2 inch pipe set; thence a common line with the Winston-Salem Southbound
Railway (Deed Book 120, Page 259) N 23-24-10 E 24.99 feet to a 1/2 inch pipe set on the
southwestern boundary line of the Winston-Salem Southbound Railway (Deed Book 120, Page
259); thence a common line with the southwestern boundary line of the Winston-Salem
Southbound Railway (Deed Book 120, Page 259) a curve to the left with a radius of 1,390.33
feet, an arc length of 69.53 feet and a chord bearing and distance of S 68-02-58 E 69.52 feet to a
1/2 inch pipe set; thence continuing a common line with the southwestern boundary line of the
Winston-Salem Southbound Railway (Deed Book 120, Page 259) S 69-25-52 E 51.91 feet to a
1/2 inch pipe set on the southwestern boundary line of said railway; thence crossing the Winston-
40

BK 784 PG 167 DOC#349142
Salem Southbound Railway (Deed Book 120, Page 259) N 20-31-04 E 100.01 feet to a 1/2 inch
pipe set on the northeastern boundary of said railway; thence leaving said railway and running N
01-29-22 W 53.43 feet to a I/2 inch pipe set on the southwestern right of way boundary line of
Tuckertown Road (SR 1164), said pipe having coordinates of northing = 633944.64 and easting
= 1650879.46, said pipe also being located S 37-20-22 E 112.01 feet from a monument located
on the northeastern right of way boundary line of Tuckertown Road; thence running with the
southwestern right of way boundary line of Tuckertown Road S 70-33-35 E 355.22 feet to a 1/2
inch pipe set on said right of way boundary line, said pipe having coordinates of northing =
633826.41 and casting = 1651214.43; thence S 55-48-05 W 34.05 feet to a spike set on the
northeastern boundary line of the Winston-Salem Southbound Railway (Deed Book 120, Page
259); thence a common line with the northeastern boundary line of the Winston-Salem
Southbound Railway (Deed Book 120, Page 259) N 70-05-45 W 35.29 feet to a spike set on the
northeastern boundary line of said railway; thence a common line with the Winston-Salem
Southbound Railway (Deed Book 120, Page 259) S 19-49-01 W 24.99 feet to a spike set on the
northeastern boundary line of said railway; thence crossing the Winston-Salem Southbound
Railway (Deed Book 120, Page 259) S 19-52-30 W 100.01 feet to a 1/2 inch pipe set on the
southwestern boundary line of said railway; thence a common line with the Winston-Salem
Southbound Railway (Deed Book 120, Page 259) S 19-51-49 W 25 feet to 1/2 inch pipe set on
the southwestern boundary line of said railway; thence a common line with the Winston-Salem
Southbound Railway (Deed Book 120, Page 259) S 70-20-11 E 94.29 feet to a 1 1/2 inch pipe
found on the southwestern boundary of said railway; thence leaving the Winston-Salem
Southbound Railway (Deed Book 120, Page 259) and running S 36-14-32 W 297 feet to a 1/2
inch pipe set, said pipe having coordinates of northing = 633406.94 and easting = 1651015.33;
thence S 36-14-32 W 24.72 feet to a point not set nor found on the contour at elevation 541.1
feet, APGI datum, the normal full pool elevation of the Narrows Reservoir on the
southeastern most corner of the Tuckertown Canoe Portage Access Area, said point having
coordinates of northing = 633387.00 and easting =16510000.72; thence along said contour at
elevation 541.1 feet, APO! datum, as it meanders generally southeasterly on the main body of the
Narrows Reservoir, crossing under the bridge for the Winston-Salem Southbound Railway, then
generally northeasterly 19,040 feet, more or less, to a point not set nor found on said 541.1 foot
contour near the confluence of Garr Creek; thence along said contour at elevation 541.1 feet,
APGI datum, as it meanders northerly up Garr Creek 7,485 feet, more or less, to a 1/2 inch pipe
set on said 541.1 foot contour on the southeastern most corner of the Garr Creek Access
Area, said pipe having coordinates of northing = 635925.45 and easting = 1659960.58; thence
S 81-52-38 W 78.07 feet to a 1/2 inch pipe set on the eastern right of way boundary line of
Tuckertown Road (SR 1164), said pipe having coordinates of northing = 635914.42 and easting
= 1659883.29; thence running with the eastern right of way boundary line of Tuckertown Road
N 07-08-42 W 124.71 feet to a 1/2 inch pipe set; thence with the eastern right of way boundary
line of Tuckertown Road a curve to the right with a radius of 208.70 feet, an arc length of 86.27
feet and a chord bearing and distance of N 04-41-52 E 85.66 feet to a 1/2 inch pipe set on the
eastern right of way boundary line of Tuckertown Road; thence S 88-06-41 E 40.58 feet to a 1/2
inch pipe set on the contour at elevation 541.1 feet, APGI datum, on the northeastern most
corner of the Garr Creek Access Area, said pipe having coordinates of northing = 636122.20
and easting = 1659915.35; thence along said contour at elevation 541.1 feet, APGI datum, as it
meanders generally northerly up Garr Creek, crossing under the bridge for Tuckertown Road,
then crossing the centerline of said Creek, then generally southerly down Garr Creek, crossing
41

BK 784 PG 168 DOC#349142
under Tuckertown Road, then continuing generally southerly then generally southeasterly 9,020
feet, more or less, to a point not set nor found on said 541.1 foot contour near the confluence of
Garr Creek and the main body of the Narrows Reservoir; thence along said contour at elevation
541.1 feet, APGI datum, as it meanders southerly down the Uwharrie Point peninsula, then
generally northeasterly up the Uwharrie Point peninsula 80,565 feet, more or less, to a point not
set nor found on said 541.1 foot contour near the confluence with Beaver Dam Creek; thence
along said contour at elevation 541.1 feet, APGI datum, as it meanders generally northwesterly
up Beaver Dam Creek 28,890 feet, more or less, to a point not set nor found on said 541.1 foot
contour near the confluence of Beaver Dam Creek and Reynolds Fork, a tributary to Beaver Dam
Creek; thence along said contour at elevation 541.1 feet, APGI datum, as it meanders generally
northwesterly up Reynolds Fork, crossing the centerline of said Fork, then southeasterly down
said Fork 14,170 feet, more or less to a point not set nor found on said 541.1 foot contour near
the confluence of Reynolds Fork and Beaver Dam Creek; thence along said contour at elevation
541.1 feet., APGI datum, as it meanders generally northerly up Beaver Dam Creek crossing into
Davidson County and then back into Montgomery County 9,660 feet, more or less, to a point
not set nor found on said 541.1 foot contour near the confluence of Beaver Dam Creek and Alls
Fork, tributary to Beaver Dam Creek; thence along said contour at elevation 541.1 feet, APGI
datum, as it meanders generally northwesterly up Alls Fork, crossing from Montgomery
County into Davidson County, crossing under the southwest side of the culvert under Badin
Lake Road (Blaine Road), crossing the centerline of said Fork, then generally southeasterly
down said Fork, crossing under the northeast side of the culvert under Badin Lake Road (Blaine
Road), crossing from Davidson County into Montgomery County 8,780 feet, more or less, to
a point not set nor found on said 541.1 foot contour on the westernmost corner of the Circle
Drive NCW Boating Access Area, said point having coordinates of northing = 640317.09 and
easting = 1671358.94, said point being located near the confluence of Ails Fork and Beaver
Dam Creek; thence N 85-03-33 E 35.98 feet to a monument found, said monument having
coordinates of northing = 640320.19 and easting = 1671394.78; thence N 85-03-33 E 153.54 feet
to a 1/2 inch pipe found; thence N 84-59-57 E 148.56 feet to a point not set nor found, said point
having coordinates of northing = 640346.37 and easting = 1671695.75; thence N 84-59-57 E
36.37 feet to a monument found, said monument having coordinates of northing = 640349.54
and easting = 1671731.98; thence N 84-59-57 E 20 feet to a point not set nor found on the
contour at elevation 541.1 feet, APGI datum, on the easternmost corner of the Circle Drive
NCW Boating Access Area, said point having coordinates of northing = 640351.28 and
easting = 1671.751.90; thence along said contour at elevation 541.1 feet, APGI datum, as it
meanders generally northerly up Beaver Dam Creek crossing from Montgomery County into
Davidson County, crossing under the bridge for Badin Lake Road (Blaine Road), crossing the
centerline of said Creek, then generally southerly down said Creek, crossing under the bridge for
Badin Lake Road (Blaine Road), then crossing from Davidson County into Montgomery
County 30,345 feet, more or less, to a point not set nor found on said 541.1 foot contour on the
northwestern most corner of the Lakemont Boat and Fishing Access Area, said point having
coordinates of northing = 633343.91 and easting = 1675440.11; thence a new line crossing
Parcel No. 8, Deed Book 387, Page 699, Montgomery County Registry, S 71-37-42 E 18.78 feet
to a 1/2 inch rod found, said rod having coordinates of northing = 633338.00 and easting =
1675457.93; thence S 71-37-42 E 3.15 feet to a 1/2 inch pipe found, said pipe being located on
the contour at elevation 545 feet, APGI datum, said pipe having coordinates of northing =
633337.00 and easting = 1675460.92, said pipe being located S 17-25-21 W 224.43 feet from a
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BK 784 PG 169 DOC#349142
cedar stake found at the northwest corner of the State of North Carolina (Deed Book 119, Page
305, Montgomery County Registry), said cedar stake having coordinates of northing =
633551.14 and easting = 1675528.12; thence a common line with the State of North Carolina
(Deed Book 119, Page 305) meandering along the contour at elevation 545 feet, APGI datum, a
chord bearing and distance of S 24-47-39 W 148.47 feet to a nail set on said 545 contour
elevation, said nail having coordinates of northing = 633202.22 and easting = 1675398.66;
thence continuing a common line with the State of North Carolina (Deed Book 119, Page 305)
meandering along the contour at elevation 545 feet, APGI datum, a chord bearing and distance of
S 15-08-55 W 146.40 feet to a 1 1/2 inch pipe found on said 545 foot contour, said pipe having
coordinates of northing = 633060.90 and Basting = 1675360.40, said pipe being located in the
southernmost corner of the State of North Carolina (Deed Book 119, Page 305); thence a new
line crossing Parcel No. 8, Deed Book 387, Page 699, Montgomery County Registry, N 69-55-18
W 25.30 feet to a point not set nor found on the contour at elevation 541.1 feet, APGI datum, on
the southwestern most corner of the Lakemont Boat and Fishing Access Area, said point
having coordinates of northing = 633069.59 and easting = 1675336.65; thence along said
contour at elevation 541.1 feet, APGI datum, as it meanders generally southeasterly down
Beaver Dam Creek 13,300 feet, more or less, to a point not set nor found on said 541.1 foot
contour near the confluence of Beaver Dam Creek and Glady Fork, a tributary to the main body
of the Narrows Reservoir, thence along said contour at elevation 541.1 feet, APGI datum, as it
meanders generally northeasterly up Glady Fork, crossing under the bridge for Shamrock Road,
then crossing the centerline of said Fork, then generally southerly crossing under the bridge for
Shamrock Road, then generally southeasterly, then southwesterly down said Fork 29,340 feet,
more or less, to a point not set nor found on said 541.1 foot contour near the confluence of Glady
Fork and the main body of Narrows Reservoir; thence along said contour at elevation 541.1 feet,
APGI datum, as it meanders generally southeasterly on the main body of the Narrows Reservoir
2,240 feet, more or less, to a point not set nor found on said 541.1 foot contour near the
confluence of Buffalo Creek; thence along said contour at elevation 541.1 feet, APGI datum, as
it meanders generally southerly up Buffalo Creek, crossing the centerline of said Creek, thence
generally northerly down said Creek 13,465 feet, more or less, to a point not set nor found on
said 541.1 foot contour near the confluence of Buffalo Creek and the main body of the Narrows
Reservoir; thence along said contour at elevation 541.1 feet, APGI datum, as it meanders
generally southerly on the main body of the Narrows Reservoir 17,600 feet, more or less, to a
point not set nor found on said 541.1 foot contour near the confluence of Machine Branch;
thence along said contour at elevation 541.1 feet, APGI datum, as it meanders generally
southerly up Machine Branch, crossing the centerline of said branch, then generally northerly
down said branch 6,320 feet, more or less, to a point not set nor found on said 541.1 foot contour
near the confluence of Machine Branch and the main body of the Narrows Reservoir; thence
along said contour at elevation 541.1 feet, APGI datum, as it meanders generally southwesterly
along the Narrows Reservoir 17,100 feet, more or less, to a point not set nor found on said 541.1
foot contour, said point having coordinates of northing = 610306.95 and easting =1674501.48,
said point being on the northwestern boundary around the Yadkin Project Narrows Dam in
Montgomery County; thence a common line with APGI's Parcel No. 10 (Deed Book 387, Page
699, Montgomery County Registry) N 59-37-07 E 3.91 feet to a monument found, said
monument having coordinates of northing = 610308.93 and easting = 1674504.85; thence
continuing a common line with said Parcel No. 10 N 59-37-07 E 312.56 feet to a monument
found; thence continuing a common line with said Parcel No. 10 S 32-01-14 E 128.94 feet to a
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BK 784 PG 170 DOC#349142
monument found; thence continuing a common line with said Parcel No. 10 S 75-09-39 E 326.31
feet to a monument found, said monument having coordinates of northing = 610274.12 and
easting = 1675158.28; thence a new line crossing said Parcel No. 10 S 18-22-00 E 382.80 feet a
5/8 inch rod set in the common line between said Parcel No. 10 and APGI's Parcel No. 11 (Deed
Book 387, Page 699) said rod having coordinates of northing = 609910.82 and easting =
1675278.90; thence a new line crossing said Parcel No. 11 S 18-21-27 E 362.89 feet to a 1/2 inch
pipe set; thence a new line crossing said Parcel No. 11 S 18-19-19 E 22.50 feet to a 1/2 inch pipe
set; thence a new line crossing said Parcel No. 11 S 18-24-13 E 22.47 feet to a 1/2 inch pipe set;
thence a new line crossing said Parcel No. 11 S 18-21-41 E 878.21 feet to a monument found,
said monument having coordinates of northing = 608690.22 and easting = 1675684.00; thence a
new line crossing said Parcel No. 11 S 16-00-47 W 475.22 feet to a monument found; thence a
new line crossing said Parcel No. 11 S 16-00-47 W 40.83 feet to a point not set nor found, on the
contour at elevation 364 feet, APGI datum, the full pool elevation of the Falls Reservoir, on the
main body of the Falls Reservoir, said point having coordinates of northing = 608194.19 and
easting = 1675541.65; thence along the contour at elevation 364 feet, APGI datum, as it
meanders generally southerly, then southeasterly 11,520 feet, more or less, to a nail found on
said 364 foot contour, said nail having coordinates of northing = 600825.46 and easting =
1678193.80, said nail being on the western boundary around the Yadkin Project Falls Dam;
thence crossing said Parcel No. 11 N 66-39-00 E 909.69 feet to a monument found; thence
crossing said Parcel No. 11 S 81-23-44 E 524.77 feet to a monument found, said monument
having coordinates of northing = 601107.50 and easting = 1679547.85; thence a common line
with said Parcel No. 11 S 72-23-56 E 616.15 feet to a monument found, said monument having
coordinates of northing = 600921.19 and easting =1680135.16, said monument being the
northwestern most corner of the Falls Dam Canoe Portage; thence crossing said Parcel No.
11 S 34-41-37 E 59.38 feet to a 1/2 inch pipe set; thence crossing said Parcel No. 11 S 80-29-44
E 211.54 feet to a 1/2 inch pipe set; thence crossing said Parcel No. 11 S 63-22-25 E 231.03 feet
to a 2 inch pipe found, said pipe having coordinates of northing = 600733.89 and easting =
1680584.12; thence crossing said Parcel No. 11 S 15-00-52 W 81 feet to a 1/2 inch pipe set, said
pipe having coordinates of northing = 600655.66 and easting = 1680563.14; thence crossing said
Parcel No. 11 S 15-00-52 W 11.56 feet to a point (calculated) on the contour at elevation 309.50
feet, APGI datum, the normal full pool elevation of Lake Tillery, on the main body of Lake
Tillery, said point being the southeastern most corner of the Falls Dam Canoe Portage, said
point having coordinates of northing = 600644.50 and easting = 1680560.14, and said point
being the southernmost downstream corner of the Yadkin Project Boundary; thence along
said contour at elevation 309.50 feet, APGI datum, as it meanders in a northwesterly direction
541 feet, more or less, to a point (calculated) on said 309.50 foot contour, said point having
coordinates of northing = 600760.48 and Basting = 1680059.75, said point being located S 25-19-
24 W 4.13 feet from a monument found, said monument having coordinates of northing =
600764.22 and easting = 1680061.51; thence leaving the shoreline of Lake Tillery in
Montgomery County S 25-19-24 W 147.05 feet to a calculated point in Lake Tillery, said point
having coordinates of northing = 600627.57 and casting = 1679996.85; thence S 83-45-12 W
58.00 feet to a calculated point in Lake Tillery, said point having coordinates of northing =
600621.25 and casting = 1679939.19; thence S 81-58-46 W 67.05 feet to a calculated point in
Lake Tillery, said point having coordinates of northing = 600611.90 and casting = 1679872.80;
thence S 15-11-25 W 294.18 feet to a calculated point located on the centerline of the historic
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BK 784 PG 171 DOC#349142
Yadkin River bed on the common boundary line of Montgomery County and Stanly County
downstream of the Falls Dam in Lake Tillery, the point of BEGINNING.
LESS, SAVING AND EXCEPTING from the above described parcel of land the following
described tracts or parcels of land:
1. The cemetery tract from the Flat Creek Boat Access Area in Morgan Township in Rowan
County described as follows:
Beginning at a 1/2 inch pipe found, said pipe having coordinates of northing = 657329.31 and
casting = 1639451.12 said pipe being located N 80-25-14 W 12.14 feet from a 1/2 inch pipe
found on the contour at elevation 596 feet, APGI datum, said second pipe having coordinates of
northing = 657327.29 and easting = 1639463.08; thence from the Beginning point S 68-44-46 W
63.97 feet to a 1/2 inch pipe found, said pipe having coordinates of northing = 657306.13 and
easting = 1639391.50; thence N 50-03-31 W 58.12 feet to a 1/2 inch pipe found, said pipe having
coordinates of northing = 657343.44 and easting = 1639346.94; thence N 13-35-34 W 94.36 feet
to a 1/2 inch pipe found, said pipe having coordinates of northing = 657435.15 and easting =
1639324.76; thence N 71-44-36 E 78.97 feet to a 1/2 inch pipe found, said pipe having
coordinates of northing = 657459.89 and easting = 1639399.76; thence S 21-28-11 E 140.32 feet
to a 1/2 inch pipe found, the point of Beginning, and containing 0.270 acre (11,781 square feet),
more or less, and being Tract # 2 as shown on that survey entitled "Survey for: Flat Creek Boat
Access Area for APGI-Yadkin Division" as prepared by Norman Grey Ribelin, PLS, with a Job
Number of 2014-1345-Area 23 dated July 05, 2013, and last revised on 08/20/2013.
2. The cemetery tract from the Southmont-Abbotts Creek Boat Access Area in Silver Hill
Township in Davidson County described as follows:
BEGINNING at a 1/2 inch pipe set, said pipe having coordinates of northing = 692941.81 and
easting = 1625281.91, said pipe also being located S 76-22-46 E 139.07 feet from a 1/2 inch pipe
found on the southeast corner of Lot 91 of Yachtsman's Point Phase 2, Map 5, Plat Book 33,
Page 3, Davidson County Registry; thence N 03-03-15 W 129.60 feet to a 1/2 inch pipe set, said
pipe having coordinates of northing = 693071.22 and Basting = 1625275.00; thence N 80-56-05
E 64.06 feet to a 1/2 inch pipe set, said pipe having coordinates of northing = 693081.32 and
easting = 1625338.26; thence S 05-45-19 E 137.65 feet to a 1/2 inch pipe set, said pipe having
coordinates of northing = 692944.36 and easting = 1625352.07; thence S 87-55-02 W 70.21 feet
to a 1/2 inch pipe set, the point of Beginning, and containing 0.205 acre (8,950 square feet), more
or less, and being Tract # 1 as shown on that survey entitled "Survey for: Southmont-Abbotts
Creek Boat Access for APGI-Yadkin Division" as prepared by Norman Grey Ribelin, PLS, with
a Job Number of 2015-1345-Area 02, dated 09/10/2015 and last revised on 09/15/2015.
3. Property owned by the Winston-Salem Southbound Railway in the Tuckertown Canoe Portage
Access Area in Eldorado Township in Montgomery County described as follows:
BEGINNING at a 1/2 inch pipe set on the southwestern boundary Iine of the Winston-Salem
Southbound Railway (Deed Book 120, Page 259, Montgomery County Registry), said pipe
having coordinates of northing = 633797.55 and Basting = 1650845.79; thence N 20-31-04 E
100.01 feet to a 1/2 inch pipe set on the northeastern boundary line of the Winston-Salem
Southbound Railway (Deed Book 120, Page 259); thence with the northeastern boundary line of
the Winston-Salem Southbound Railway (Deed Book 120, Page 259) S 70-06-24 E 280.51 feet
to a spike set, said spike having coordinates of northing = 633795.77 and Basting = 1651144.62;
thence S 19-52-30 W 100.01 feet to a 1/2 inch pipe set on the southwestern boundary line of the
Winston-Salem Southbound Railway (Deed Book 120, Page 259); thence with the southwestern
45

BK 784 PG 172 DOC#349142
boundary line of the Winston-Salem Southbound Railway (Deed Book 120, Page 259) N 70-05-
53 W 264.58 feet to a 1/2 inch pipe set, the point of Beginning, as shown on that survey entitled
"Survey for Tuckertown Canoe Portage Access Area for APGI-Yadkin Division" as prepared by
Norman Grey Ribelin, PLS, with a Job Number of 2015-1455 Area 10 dated November 22,
2011, and last revised on 10/01/2015.
4. That portion of Tract No. 2 described in the deed dated March 5, 1927, from W. A. Hedrick to
Tallassee Power Company recorded in Deed Book 105, Page 43, Davidson County Registry, and
Deed Book 199, Page 486, Rowan County Registry, which is contained in the High Rock
Reservoir within the above described parcel of land to the contour at elevation 655 feet, APGI
datum, in Davidson County and Rowan County.
5. That portion of Tract No. 3 described in the deed dated March 5, 1927, from W. A. Hedrick to
Tallassee Power Company recorded in Deed Book 105, Page 43, Davidson County Registry,
which is contained in the High Rock Reservoir within the above described parcel of land to the
contour at elevation 655 feet, APGI datum, in Davidson County.
6. Any property owned by the North Carolina Railroad Company lying at and below the contour
at elevation 655 feet, APGI datum, in the High Rock Reservoir.
7. The property in the Narrows Reservoir southwest of Byers Island upon which H. C. Smith and
Julia Smith agreed to convey flooding privileges to Southern Aluminium Company by virtue of
the instrument dated January 20, 1913, recorded in Deed Book 56, Page 212, Montgomery
County Registry, said privileges being conveyed by Southern Aluminium Company to Tallassee
Power Company in the deed dated November 23, 1915, recorded in deed Book 63, Page 1,
Paragraph 71, Montgomery County Registry, less and excepting therefrom the portion of the
property later conveyed in fee lying at and below the contour at elevation 541.1 feet, APGI
datum, by the deed dated February 22, 1993, from Lake Badin Associates to Yadkin, Inc.
recorded in Deed Book 271, Page 131, Montgomery County Registry, which is now owned by
APGI, said fee portion lying at and below the contour at elevation 541.1 feet, APGI datum, being
conveyed in this deed.
8. That portion of Pear Tree Island lying above the contour at elevation 541.1 feet, APGI datum,
in the Narrows Reservoir in Montgomery County.
9. The property lying between the contour at elevation 541 feet, APGI datum, and 541.1 feet
APGI datum in the Narrows Reservoir which was conveyed in the following deeds:
a. Deed dated 6/30/1958 from Carolina Aluminum Company to Aluminum Company of
America recorded in Deed Book 190, Page 570, Tract No. 1, Stanly County Registry.
b. Deed dated 10/23/1972 from Aluminum Company of America to J. B. Garrison, Inc. as
recorded in Deed Book 267, Pagc 908, Stanly County Registry.
c. Deed dated 9/23/1954 from Carolina Aluminum Company to Charles L. White, Jr.
recorded in Deed Book 193, Page 891, Montgomery County Registry, for a tract of land
adjoining Lot No. 102 in Pinehaven Estates.
d. Deed dated 9/23/1954 from Carolina Aluminum Company to H. B. Mc Farling et ux.
recorded in Deed Book Z-50, Page 2, Montgomery County Registry, for a tract of land
adjoining Lot No. 101 in Pinehaven Estates.
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BK 784 PG 173 DOC#349142
e. Deed dated 9/23/1954 from Carolina Aluminum Company to R. H. Eakley et ux.
recorded in Deed Book C-3, Page 66, Montgomery County Registry, for a tract of land
adjoining Lot No. 114 in Pinehaven Estates.
f. Deed dated 11/29/1954 from Carolina Aluminum Company to S. C. Barrier recorded in
Deed Book Z-56, Page 5, Montgomery County Registry.
g. Deed dated 2/18/1955 from Carolina Aluminum Company to Woodrow W. Tyson et
ux. recorded in Deed Book Z-50, Page 117, Montgomery County Registry, for a tract of
land adjoining Lots Nos. 93 and 94 in Badin Lake Estates.
h. Deed dated 6/24/1955 from Carolina Aluminum Company to J. M. Tierney et ux.
recorded in Deed Book 134, Page 71, Montgomery County Registry, for a tract of land
adjoining Lot No. I53 in Pinehaven Estates.
i. Deed dated 6/24/1955 from Carolina Aluminum Company to Louis J. Fisher et ux.
recorded in Deed Book 145, Page 41, Montgomery County Registry, for a tract of land
adjoining Lot No. 152 in Pinehaven Estates.
j. Deed dated 8/1/1955 from Carolina Aluminum Company to C. V. Nowell recorded in
Deed Book 192, Page 677, Montgomery County Registry, for a tract of land adjoining
Lots Nos. 148 and 149 in Pinehaven Estates.
k. Deed dated 8/18/1955 from Carolina Aluminum Company to O. R. Mustain et ux.
recorded in Deed Book Z-56, Page 49, Montgomery County Registry, for a tract of land
adjoining Lot No. 58 in Pinehaven Estates.
1. Deed dated 8/18/1955 from Carolina Aluminum Company to Piedmont Chevrolet
Company recorded in Deed Book Z-56, Page 103, Montgomery County Registry for a
tract of land adjoining Lot No. 154 in Pinehaven Estates.
m. Deed dated 11/26/2001 from APGI to Clinton Terry Tucker recorded in Deed Book
430, Page 858, Montgomery County Registry, for a tract of land adjoining Lot No. 105 in
Pinehaven Estates.
n. Deed dated 3/13/1957 from Carolina Aluminum Company to Charles Herriott
Misenheimer et ux. recorded in Deed Book C-7, Page 41, Montgomery County Registry,
for a tract of land adjoining Lot No. 81 in Pinehaven Estates.
o. Deed dated 6/18/1971 from Aluminum Company of America to Charles Walker
McCrary, Jr. et ux. recorded in Deed Book 161, Page 853, Montgomery County Registry
for a tract of land adjoining Lot No. 104 in Pinehaven Estates.
p. Deed dated 9/7/1972 from Aluminum Company of America to V. M. Huffman et ux.
recorded in Deed Book 168, Page 645, Montgomery County Registry, for a tract of land
adjoining Lot No. 39 in Lake Forest subdivision.
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BK 784 PG 174 DOC#349142
q. Deed dated 9/7/1972 from Aluminum Company of America to W. B. Donald et ux.
recorded in Deed Book 169, Page 517, Montgomery County Registry, for a tract of land
adjoining Lot No. 38 in Lake Forest subdivision.
r. Deed dated 9/7/1972 from Aluminum Company of America to Kenneth M. Cheek et
ux. recorded in Deed Book 169, Page 523, Montgomery County Registry, for a tract of
land adjoining Lot No. 35 in Lake Forest subdivision.
s. Deed dated 9/7/1972 from Aluminum Company of America to John W. Southerland et
ux. recorded in Deed Book 169, Page 529, Montgomery County Registry, for a tract of
land adjoining to Lot No. 36 in Lake Forest subdivision.
t. Deed dated 9/7/1972 from Aluminum Company of America to George E. White et ux.
recorded in Deed Book 169, Page 535, Montgomery County Registry, for a tract of land
adjoining Lot 34 in Lake Forest subdivision.
u. Deed dated 9/7/1972 from Aluminum Company of America to A. B. Croom recorded
in Deed Book 172, Page 195, Montgomery County Registry, for a tract of land adjoining
Lot 33 in Lake Forest subdivision on the Narrows Reservoir.
v. Deed dated 12/18/1973 from Aluminum Company of America to E. Reese Felts, Jr.
recorded in Deed Book 175, Page 605, Montgomery County Registry, for a tract of land
adjoining Lot 115 of Pinehaven Estates subdivision.
w. Deed dated 3/18/1974 from Aluminum Company of America to B. J. Coble recorded
in Deed Book 175, Page 529, Montgomery County Registry, for a tract of land adjoining
Lot 28 in Lake Forest subdivision.
x. Deed dated 1/28/1974 from Aluminum Company of America to Fred E. Foster Jr. et
ux. recorded in Deed Book 175, Page 881, Montgomery County Registry, for a tract of
land adjoining Lot 30 in Lake Forest subdivision.
y. Deed dated 12/1/1975 from Aluminum Company of America to Bill R. Price et ux.
recorded in Deed Book 181, Page 361, Montgomery County Registry, for a tract of land
adjoining Lot 88 in Pinehaven subdivision.
z. Deed dated 1/19/1976 from Aluminum Company of America to W. D. Haralson Jr. et
ux. recorded in Deed Book 181, Page 593, Montgomery County Registry, for a tract of
land adjoining Lot 15 in Pinehaven subdivision.
aa. Deed dated 2/26/1976 from Aluminum Company of America to Larry T. Harris
recorded in Deed Book 181, Page 599, Montgomery County Registry, for a tract of land
adjoining Lots 150 and 151 in Pinehaven subdivision.
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BK 784 PG 175 DOC#349142
bb. Deed dated 1 / 19/1976 from Aluminum Company of America to Jerry C. Rowe
recorded in Deed Book 181, Page 721, Montgomery County Registry, for a tract of land
adjoining Lot 144 and Lot 145 in Pinehaven subdivision.
cc. Deed dated 3/18/1974 from Aluminum Company of America to James L. Hill
recorded in Deed Book 183, Page 767, for a tract of land adjoining Lot 29 in Lake Forest
subdivision.
dd. Deed dated 2/26/1976 from Aluminum Company of America to Leonard F. Culp et
ux. recorded in Deed Book 187, Page 731, Montgomery County Registry, for a tract of
land adjoining Lot 93 in Pinehaven subdivision.
ec. Deed dated 9/7/1972 from Aluminum Company of America to E. P. Kimsey et ux.
recorded in Deed Book 195, Page 179, Montgomery County Registry, for a tract of land
adjoining Lot 37 in Lake Forest subdivision.
ff. Deed dated 9/7/1972 from Aluminum Company of America to William H. Stonestreet
et ux. recorded in Deed Book 200, Page 522, Montgomery County Registry, for a tract of
land adjoining Lot 32 in Lake Forest subdivision.
gg. Deed dated 2/22/1993 from Aluminum Company of America to Lake Badin
Associates recorded in Deed Book 271, Page 1, Montgomery County Registry, for 7
parcels at Uwharrie Point. Six of the parcels are primarily on the golf course with some
adjoining area and the seventh parcel is around the Lodge. All areas are located between
the 541 and 545 contours.
hh. Deed dated 7/6/1955 from Carolina Aluminum Company to J. R. Carrick recorded in
Deed Book 271, Page 127, Davidson County Registry, for a tract of land adjoining Lots
Nos. 27 and 28 in the Circle Drive Subdivision.
ii. Deed dated 8/29/1955 from Carolina Aluminum Company to C. A. Wentz et ux.
recorded in Deed Book 272, Page 314, Davidson County Registry, for a tract of land
adjoining Lots Nos. 1 and 2 in the Circle Drive Subdivision.
jj. Deed dated 2/29/1956 from Carolina Aluminum Company to L. B. Cagle et ux.
recorded in Deed Book 280, Page 522, Davidson County Registry for a tract of land
adjoining the eastern one-half of Lot No. 8 and all of Lot No. 9 in the Circle Drive
Subdivision.
kk. Deed dated 2/29/1956 from Carolina Aluminum Company to Arza Millikan et ux.
recorded in Deed Book 283, Page 469, Davidson County Registry, for a tract of land
adjoining Lot No. 17 and Lot No. 18 in the Circle Drive Subdivision.
11. Deed dated 7/17/1956 from Carolina Aluminum Company to Dewey V. Linthicum et
ux. which was never recorded for a tract of land adjoining Lot No. 33 in the Circle Drive
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BK 784 PG 176 DOC#349142
Subdivision. Sce deed dated 12/21/1993 from V. Forrest Linthicum et al. to Berkley G.
Hardee et ux. recorded in Deed Book 885, Page 1320, Davidson County Registry.
mm. Deed dated 12/29/1971 from Aluminum Company of America to S.C. Easter et ux.
recorded in Deed Book 496, Page 961, Davidson County Registry, for a tract of land
adjoining Lot No. 6 in the Circle Drive subdivision.
nn. Deed dated 1/19/1976 from Aluminum Company of America to J. D. Elmore et ux.
recorded in Deed Book 534, Page 33, Davidson County Registry, for a tract of land
adjoining Lot No. 3 and Lot No. 4 in Circle Drive Subdivision.
oo. Deed dated 6/15/1976 from Aluminum Company of America to C. J. Allred and
Walter F. Oehler recorded in Deed Book 538, Page 893, Davidson County Registry, for
a tract of land adjoining Lots Nos. 1041 and 1042 in Pinehaven subdivision.
pp. Deed dated 6/21/1976 from Aluminum Company of America to William B. Cline et
al. recorded in Deed Book 539, Page 111, Davidson County Registry, for a tract of land
adjoining Lots Nos. 7 and 8A in Circle Drive subdivision.
10. All property lying at and below the contour at elevation 596 feet, APGI datum, on the
Tuckertown Reservoir in Montgomery and Davidson Counties conveyed by the deed dated
January 3, 1961, from Yadkin, Inc. to the Winston-Salem Southbound Railway recorded in Deed
Book 120, Page 259, Montgomery County Registry, and Deed Book 346, Page 247, Davidson
County Registry.
11. All property lying at or below the contour at elevation 541.1 feet, APGI datum, in the
Narrows Reservoir in Davidson County described in the deed dated November 23, 1915, from
Southern Aluminium Company to Tallassee Power Company recorded in Deed Book 79, Page
61, Paragraph 67, Davidson County Registry, and previously described in the deed recorded in
Deed Book 74, Page 278, Davidson County Registry.
12. All property lying at and below the contour at elevation 655 feet, APGI datum, on the High
Rock Reservoir in Davidson County conveyed by the deed dated January 14, 1928, from Yadkin,
Inc. to the Winston-Salem Southbound Railway recorded in Deed Book 108, Page 238, Davidson
County Registry.
13. All property lying at and below the contour at elevation 655 feet, APGI datum, on the High
Rock Reservoir on the west side of Dutch Second Creek in Rowan County described as Tract
No. 3 in the deed dated September 20, 1927, from H. M. Starnes et ux. to Tallassee Power
Company recorded in Deed Book 199, Page 8, Rowan County Registry.
14. All property lying at and below the contour at elevation 655 feet, APGI datum, on the High
Rock Reservoir on the west side of Poole Road on west side of Dutch Second Crcek in Rowan
County described in the deed dated April 29, 1943, from Carolina Aluminum Company to Joe
Hodge recorded in Deed Book 267, Page 403, Rowan County Registry.
15. AlI property lying at and below the contour at elevation 655 feet, APGI datum, on the High
Rock Reservoir on west side of Dutch Second Creek in Rowan County described in the dced
dated April 16, 1945, from Carolina Aluminum Company to S. H. Boggs recorded in Deed Book
276, Page 665, Rowan County Registry.
50

BK 784 PG 177 DOC#349142
16. All property lying at and below the contour at elevation 655 feet, APGI datum, on High Rock
Reservoir in Davidson County described in the deed dated November 1, 1930, from W. P.
Copley to Tallassee Power Company recorded in Deed Book 114, Page 276, Davidson County
Registry.
17. All property lying at and below the contour at elevation 655 feet, APGI datum, on the east
side of Abbotts Creek on High Rock Reservoir in Davidson County described in the deed dated
May 20, 1932, from The Bank of Lexington as Guardian et al. to Carolina Aluminum Company
recorded in Deed Book 118, Page 120, Davidson County Registry.
18. All property lying at and below the contour at elevation 655 feet, APGI datum, on Town
Creek on High Rock Reservoir in Rowan County described in the deed dated December 3, 1926,
from D. R. Myers et ux. to Tallassee Power Company recorded in Deed Book 191, Page 231,
Rowan County Registry.
19. All property lying at and below the contour at elevation 655 feet, APGI datum, on the east
side of Buddle Creek on High Rock Reservoir in Davidson County set forth in a final judgment
entered by the Superior Court in Davidson County during the April 1931 term of court in the
case entitled "Holmes Cross et al. vs. Tallassee Power Company". Possible reference may or
may not be Judgment Book 27, Page 448, in the Office of the Clerk of Superior Court for
Davidson County.
20. All property lying at and below the contour at elevation 655 feet, APGI datum, on the cast
side of Abbotts Creek on High Rock Reservoir in Davidson County set forth in a final judgment
entered by the Superior Court in Davidson County during the May 1931 term of court in the case
entitled "G. C. Palmer et al. vs. Tallassee Power Company".
21. All property lying at and below the contour at elevation 655 feet, APGI datum, on a tributary
to Grants Creek on High Rock Reservoir in Rowan County described in the deed dated October
29, 1927, from Purvis Gill et ux. to Tallassee Power Company recorded in Deed Book 199, Page
52, Rowan County Registry.
22. All property lying at and below the contour at elevation 655 feet, APGI datum, on the west
side of Grants Creek on High Rock Reservoir in Rowan County described in the deed dated
February 14, 1927, from J. R. Chapman et ux. to Tallassee Power Company recorded in Deed
Book 191, Page 312, Rowan County Registry.
23. A11 property lying at and below the contour at elevation 655 feet, APGI datum, on the main
body of High Rock Reservoir in Rowan County described in the deed dated September 13, 1927,
from A. M. Cruse et ux. to Tallassee Power Company recorded in Deed Book 199, Page 3,
Rowan County Registry.
24. All property lying at and below the contour at elevation 655 feet, APGI datum, described as
the pumping station lot located south and southwest of the North Carolina Railroad Company
Bridge on the main body of High Rock Reservoir in Rowan County per an unrecorded agreement
dated September 13, 1927, between Southern Railway Company and Tallassee Power Company
and Aluminum Company of America.
25. All property lying at and below the contour at elevation 655 feet, APGI datum, on High Rock
Reservoir in Rowan County upon which only flood rights were conveyed described in the deed
dated March 30, 1926, from Southem Power Company to Tallassee Power Company recorded in
Deed Book 191, Page 10, Tract No. 3 and Tract No. 4, Rowan County Registry.
26. All property lying at and below the 655 contour on the High Rock Reservoir in Rowan
County upon which only riparian rights and flooding privileges (rather than the portion of the
property upon which the fee interests were conveyed which is not excepted) were conveyed in
51

BK 784 PG 178 DOC#349142
the deed dated November 28, 1928, from W. E. Withers et ux. to Tallassee Power Company
recorded in Deed Book 204, Page 355 at Page 359, Providence Township Parcel No. 7, Tract No.
1, Rowan County Registry.
27. The portion of the property upon which only flood rights were conveyed lying at and below
the contour at elevation 655 feet, APGI datum, on the south side of the main body of High Rock
Reservoir in Rowan County described in the deed dated February 22, 1926, from C. H. Kluttz et
ux. to Tallassee Power Company recorded in Deed Book181, Page 482, Rowan County Registry.
28. All property lying at and below the contour at elevation 655 feet, APGI datum, on the west
side of Swearing Creek on High Rock Reservoir in Davidson County described in the deed dated
September 22, 1927, from L. A. Smith to Tallassee Power Company recorded in Deed Book 105,
Page 439, Davidson County Registry.
29. All property lying at and below the contour at elevation 655 feet, APGI datum, on South
Potts Creek and North Potts Creek on High Rock Reservoir in Davidson County described in the
deed dated October 14, 1976, from Aluminum Company of America to Southern Region
Industrial Realty, Inc. recorded in Deed Book 541, Page 867, Davidson County Registry.
30. All property Iying at and below the contour at elevation 655 feet, APGI datum, on High
Rock Reservoir in Rowan County described in Parcel No. 1 in Franklin Township in the deed
dated November 28, 1928, from R. E. Withers et ux. to Tallassee Power Company recorded in
Deed Book 204, Page 355, at page 376, Rowan County Registry.
31. All property lying at and below the contour at elevation 655 feet, APGI datum, at the
confluence of the Yadkin River and the South Yadkin River on High Rock Reservoir in Rowan
County described in the agreement dated October 7, 1927, between City of Salisbury and
Tallassee Power Company recorded in Deed Book 199, Page 43, Rowan County Registry.
32. All property lying at and below the contour at elevation 655 feet, APGI datum, on Second
Creek on High Rock Reservoir in Rowan County described in the deed dated May 28, 1926,
from J. E. Hoffman et ux. to Tallassee Power Company recorded in Deed Book 181, Page 599,
Rowan County Registry.
33. All property lying at and below the contour at elevation 655 feet, APGI datum, on the east
side of Abbotts Creek on High Rock Reservoir in Davidson County described in Tract No. 2 in
the deed dated July 28, 1927, from R. L. Allred et ux. to Tallassee Power Company recorded in
Deed Book 105, Page 322, Davidson County Registry.
34. All property lying at and below the contour at elevation 655 feet, APGI datum, on the east
side of Abbotts Creek on High Rock Reservoir in Davidson County described in Tract No. 2 in
the deed dated August 23, 1927, from A.C. Lohr et ux. to Tallassee Power Company recorded in
Deed Book 105, Page 358, Davidson County Registry.
35. All property lying at and below the contour at elevation 655 feet, APGI datum, on the west
side of Abbotts Creek on High Rock Reservoir in Davidson County set forth in a final judgment
entered by the Superior Court in Davidson County during the February 1932 term of court in the
case entitled "Mrs. E. W. Hedrick et al. vs. Tallassee Power Company". Possible reference may
or may not be Judgment Book 118, Page 114, in the Office of the Clerk of Superior Court for
Davidson County.
36. All property lying at and below the contour at elevation 655 feet, APGI datum, on Abbotts
Creek on High Rock Reservoir in Davidson County set forth in a final judgment entered by the
Superior Court in Davidson County during the April 1930 term of court in the case entitled "G.
A. Thomason et al. vs. Tallassee Power Company" recorded in Deed Book 118, Page 82,
52

BK 784 PG 179 DOC#349142
Davidson County Registry. Another possible reference may or may not be Judgment Book 27,
Page 213, in the Office of the Clerk of Superior Court for Davidson County.
37. All property lying at and below the contour at elevation 655 feet, APG1 datum, on Abbotts
Creek on High Rock Reservoir in Davidson County set forth in a final judgment entered by the
Superior Court in Davidson County during the September 1930 term of court in the case entitled
"P. D. Finch et al. vs. Tallassee Power Company and City of Lexington". Possible reference may
or may not be Judgment Book 9, Page 266, in the Office of the Clerk of Superior Court for
Davidson County.
38. All property lying at and below the contour at elevation 655 feet, APGI datum, on the
northeast side of the South Yadkin River on High Rock Reservoir in Davie County described in
Tract No. 1 in the deed dated November 28, 1928, from W. E. Withers et ux. to Tallassee Power
Company recorded in Deed Book 28, Page 353, Davie County Registry.
39. All property lying at and below the contour at elevation 655 feet, APGI datum, on the north
side of the South Yadkin River on High Rock Reservoir in Davie County described in Tract No.
2 in the deed dated November 28, 1928, from W. E. Withers et ux. to Tallassee Power Company
recorded in Deed Book 28, Page 353, Davie County Registry.
40. All property lying at and below the contour at elevation 655 feet, APGI datum, on the
southeast side of the South Yadkin River on High Rock Reservoir in Rowan County described in
the next to the last paragraph in Parcel No. 6 in Franklin Township in the deed dated November
28, 1928, from R. E. Withers et ux. to Tallassee Power Company recorded in Deed Book 204,
Page 355 at Page 378, Rowan County Registry.
41. All property lying at and below the contour at elevation 655 feet, APGI datum, on the east
side of the Yadkin River on High Rock Reservoir in Davidson County described in the deed
dated August 7, 1928, from J. T. Shoaf et al. to Tallassee Power Company recorded in Deed
Book 108, Page 357, Davidson County Registry.
42. All property lying at and below the contour at elevation 655 feet, APGI datum, on Abbotts
Creek on High Rock Reservoir in Davidson County set forth in a final judgment entered by the
Superior Court in Davidson County during the September 1930 term of court in the case entitled
"W. G. Finch et al. vs. Tallassee Power Company and City of Lexington". Possible reference
may or may not be Judgment Book 9, Page 266, in the Office of the Clerk of Superior Court for
Davidson County.
The derivation for Tract No. 1 is contained in the followin tables f h f
Company
File No.
g
Stanly County
Original Grantor
or eac o the
Date of
Instrument
five counties:
Recording
Book — Page
B1
Aluminum Company of America
11-19-15
49-419
B2
L'Aluminium Francais
11-24-15
49-407
B3-A
Southern Aluminium Company
11-23-15
49-408
B3-B
Southern Aluminium Company
11-23-15
49-408
B3-C
Southern Aluminium Company
11-23-15
49-408
B3-D
Southern Aluminium Company
11-23-15
49-408
B3-E
Southern Aluminium Company
11-23-15
49-408
B3-F
Southern Aluminium Company
11-23-15
49-408
B3-G
Southern Aluminium Company
11-23-15
49-408
B3-H
Southern Aluminium Company
11-23-15
49-408
B3-1
Southern Aluminium. Company
11-23-15
49-408
B3-J
Southern Aluminium Company
11-23-15
49-408
53

BK 784 PG 180 DOC#349142
Company
File No.
Stanly County
Original Grantor
Date of
Instrument
Recording
Book — Page
B3-K
Southern Aluminium Company
11-23-15
49-408
B3-L
Southern Aluminium Company
11-23-15
49-408
B13
Eva V. Mears et al.
2-19-17
53-566
B14
Eva V. Mears et al.
2-19-17
53-569
B19
Archibald Henderson et al.
6-29-17
56-242
B26
A. C. Hopkins
11-13-17
66-503
B28
B. F. Cox et ux.
10-18-16
68-260
B41 W. L. Cotton
10-7-16
66-211
B 100 Henrietta Ingram et al.
7-22-37
106-375
B I01 Stanly Bank & Trust Company et al.
11-3-30
89-262
B102 R. L. Smith et al.
11-12-30
91-145
B109 C. R. Shaver et al.
3-18-30
86-529
B 110 D. A. Heglar et ux.
9-3-37
108-47
BI 1 l John A. Yough et ux.
3-18-30
86-533
B 112
S. J. Yough (widower)
3-10-30
86-527
B113
Fred Fraley et ux.
7-17-37
106-371
B 114
Berry Fraley
7-22-37
106-373
B115
Maggie E. Fraley (unmarried)
9-15-37
106-540
BI 16
C. D. Plyler et al.
9-1-37
106-508
B117
W. A. Kirk
6-14-37
106-311
B118
Jane A. Crowell et
3-18-30
86-536
_ B174
Anna May Parker et al.
9-22-56
186-107
B175
Joseph H. Morton et ux.
8-16-56
186-23
B179
Hobert Smith et ux.
10-30-56
186-172
B182
H. C. Miler et al.
12-11-56
186-279
B191
_
Marshall Albert Drye et ux.
8-15-58
190-643
B192
Grover James Williams et ux.
11-6-58
195-150
B 193
T. Burt Mauney et ux.
1-8-59
195-275
B194
Mamie K. Ritchie Hearne et al.
2-10-59
195-363
B 195
Walter L. Miller et ux.
3-26-59
195-467
B197
Leland Quincey Goodman et ux.
4-10-59
195-505
B205
Charles I. Miller et ux.
10-22-59
199-284
B221
Margaret E. Fraley (widow) et al.
1-12-61
200-675
B224
Jasper C. Morgan et al.
11-5-60
200-512
B733
Carolina Power & Light Company
2-19-57
186-407
NA
Aluminum Company of America
12-23-99
734-077
NA
Alcoa Inc.
6-15-16
1568-400
Company
File No.
Rowan County
Date of
Instrument
Original Grantor
B1
Aluminum Company of America
11-19-15
B2
L'Aluminium Francais
11-24-15
B3-X
Southern Aluminium Company
11-23-15
54
Recording
Book — Page
130-411
140-410
140-418

BK 784 PG 181 DOC#349142
Company
File No.
Rowan County
Date of
Instrument
Recording
Book — Page
Original Grantor
B301-33
J. C. Goodman et ux. to R. E. Withers (Adverse
Possession Area And/Or Owned Beneficially
Via Resulting Or Constructive Trust)
08-02-18
150-37
B102
R. L. Smith et al.
11-12-30
216-106
B103
M. M. Stokes et ux.
N. F. Stokes et ux.
Neta S. Miller
G. M. Stokes et ux.
6-14-37
6-14-37
8-2-52
8-2-52
234-137
234-136
359-389
359-396
B104
Mattie L. Morgan et con.
7-2-27
191-583
B105
James D. Cannupp et ux.
1-28-30
208-8
B106
Lottie Arey et con.
11-25-30
208-386
B107
Lillie Blalock et con.
3-11-30
208-9
B108
J. T. Russell et ux.
1-25-30
204-550
B109
C. R. Shaver et al.
3-18-30
208-15
Bl 19
Julia Morgan (widow)
3-18-36
229-93
B120
Martha Louise Morgan (widow)
9-4-37
234-320
B121
W. C. Stokes et ux.
12-28-33
221-202
B122
W. K. Storey et ux.
10-11-29
204-452
B123
D. Fair Parker et al.
7-15-37
234-225
B124
Reid Parker et ux.
7-15-37
234-227
B 125
D. Fair Parker et al.
7-15-37
234-226
B126
James A. Basinger (widower)
7-8-37
234-184
B127
Laura J. Morgan Yow et con.
8-7-37
234-244
B128
E. C. Eggleston et ux.
7-10-37
234-185
B 129
Annie Troutman et al.
6-25-37
234-161
B130
J. T. Morgan et ux.
12-5-40
251-635
B131
C. M. Peeler et ux.
2-26-27
208-385
B132
Mrs. Minnie M. Holmes et con.
3-31-34
221-325
B133
J. B. Crook et ux.
12-13-35
229-17
B134
Ethel Troutman et con.
6-25-37
234-162
B152
Reeves Island Toll Bridge Company
3-20-30
204-629
B 1 68
T. B. Barringer et al.
B. T. Barringer (guardian)
12-8-54
12-31-54
384-428
384-432
B170
G. H. Morgan et al.
8-26-55
391-578
B176
Millard H. Whitley et ux.
8-18-56
404-121
B177
Mary C. Miller (widow) et al.
7-27-56
401-498
B178
Doctor F. Parker et ux.
6-11-56
401-193
B181
Lester C. Morgan et al.
1-7-57
407-83
B182
H. C. Miller et al.
12-11-56
404-621
B189
Leo G. Burrage et ux.
3-12-58
418-275
B196
Leland Quincey Goodman et ux.
4-10-59
427-535
B208
L. M. Loftin et ux.
4-1-60
437-569
B209
Julia A. Wyatt (widow) et al.
5-5-60
440-83
55

BK 784 PG 182 DOC#349142
Company
File No.
Rowan County
Date of
Instrument
Recording
Book — Page
Original Grantor
B217
Alice Stokes Garner (widow) et al.
10-12-60
445-589
B219
Essie Crostic
9-30-60
445-9
B222
P. R. Briggs et ux.
11-10-60
445-217
B223
J. Tom Morgan
9-18-61
453-387
B300
Darrell Clark et ux.
8-12-26
204-84
13301-A
R. E. Withers et ux.
11-28-28
204-355
B301-B
R. E. Withers et ux.
11-28-28
204-355
B301-C
R. E. Withers et ux.
11-28-28
204-355
B301-D
R. E. Withers et ux.
11-28-28
204-355
B301-E
_ R. E. Withers et ux.
11-28-28
204-355
B301-F
R. E. Withers et ux.
11-28-28
204-355
B301-G
R. E. Withers et ux.
11-28-28
204-355
B301-H
R. E. Withers et ux.
11-28-28
204-355
B301-I
R. E. Withers et ux.
11-28-28
204-355
B301-J
R. E. Withers et ux.
11-28-28
204-355
B301-K
R. E. Withers et ux.
11-28-28
204-355
B301-L
R. E. Withers et ux.
11-28-28
204-355
B301-M
R. E. Withers et ux.
11-28-28
204-355
B301-N
R. E. Withers et ux.
11-28-28
204-355
B301-O
R. E. Withers et ux.
11-28-28
204-355
B301-P
R. E. Withers et ux.
11-28-28
204-355
B301-Q
R. E. Withers et ux.
11-28-28
204-355
B301-R
R. E. Withers et ux.
11-28-28
204-355
B301-S
R. E. Withers et ux.
11-28-28
204-355
B301-T
R. E. Withers et ux.
11-28-28
204-355
B301-U
R. E. Withers et ux.
11-28-28
204-355
B302
Clarissa H. Shepherd (widow)
11-12-27
199-78
B303
Rowan County
4-7-26
181-542
B304
C. L. Hodge et ux.
4-9-26
181-543
B305
F. C. Hodge et ux.
6-15-26
191-11
B306
G. F. Morefield et al.
7-17-26
191-51
B307
C. A. File et ux.
6-5-28
199-461
B308
J. L. Reid et ux.
3-20-26
181-513
B309
W. R. Bean et al.
3-18-26
191-20
B310
W. Mock Stoner et ux.
12-31-26
191-272
B311
G. L. Huffinan et ux.
5-29-26
181-597
B312
C. L. Hardister et al.
9-3-26
191-177
B313
Mary Hodge
12-14-26
191-263
B314
Joseph G. Hoffner et ux.
4-15-27
191-379
B315
Samuel Ward et ux.
6-23-26
191-31
B316
W. M. Wyatt et ux.
4-28-27
191-403
B317
H. L. Owen et ux.
6-27-27
191-483
B318
E. W. Cross et ux.
9-10-27
191-595
56

BK 784 PG 183 DOC#349142
Company
File No.
Rowan County
Date of
Instrument
Recording
Book — Page
Original Grantor
B319
D. S. Eller et ux.
6-21-26
191-26
B320
Amy Younce (widow)
12-31-27
199-179
B321
J. K. Stoner et ux.
6-15-26
191-33
B322
Regina Stoner (widow) Guardian
7-12-26
191-45
B323
M. L. Agner et ux.
5-25-26
181-594
B324
Catherine Rutty (widow)
5-23-27
191-440
B325
Regina Stoner (widow)
7-12-26
191-44
B326
Lydia C. Barringer (widow)
D. Barringer et al.
12-3-26
12-3-26
191-239
191-237
B327
A. M. Eller et al.
10-10-29
204-428
B328
B. F. Goodman et ux.
12-14-29
204-497
B329
Emma D. Frick Morgan et al.
7-20-26
191-53
B330
J. G. Morgan et ux.
8-3-26
191-76
B331
Emma D. Frick Morgan et con.
7-20-26
191-54
B332
Jessie T. Cranford et al.
Eula A. Cranford McKnight et al.
6-15-26
6-19-26
191-25
191-34
B333
Effie Frick (widow) et al.
8-6-26
191-114
B334
J. T. Cranford (widower)
6-15-26
191-28
B335
J. F. Morgan et ux.
8-2-26
191-77
B336
James M. Morgan et ux.
7-14-26
191-49
B338
Lydia C. Barringer (widow)
1 1 -3-26
191-236
B339
O. H. Phillips et al.
B. B. Miller, Executor
P. M. Phillips, (Guard.)
Alice O. Steward (widow)
4-7-27
1-9-31
7-14-27
3-31-27
191-519
216-95
191-517
191-362
B340
J. C. Cranford et ux.
4-28-27
191-400
B341
A. D. Morgan et ux.
9-11-26
191-134
B342
J. D. M. Goodman et al.
9-22-26
191-140
B343
T. G. Furr Administrator and Commissioner
11-27-26
191-225
B344
J. M. Holshouser et ux.
9-8-26
191-130
B345
J. M. Brady et ux.
9-8-26
191-129
B346
Charles C. Brady et ux.
9-8-26
191-127
B347
Adam Holshouser (widower)
9-8-26
191-125
B348
James A. Morgan et ux.
9-8-26
191-126
B349
Harvey J. Brown et ux.
9-8-26
191-128
B350
J. C. Morgan et ux.
9-12-27
199-2
B351
A. M. Morgan et ux.
4-2-27
191-361
B352
O. H. Phillips et al.
P. M. Phillips (guardian)
P. M. Philips (guardian)
P. M. Phillips
Clarence F. Phillips et ux.
Oscar H. Phillips et ux.
5-24-27
7-14-27
7-14-27
6-20-27
4-7-27
5-20-27
191-515
191-514
191-510
191-509
191-511
191-513
57

BK 784 PG 184 DOC#349142
I
Company
File No.
Rowan County
Date of
Instrument
Recording
Book — Page
Original Grantor
Lola Jane Waller et con.
4-9-27
191-512
B353
H. M. Starnes et ux.
3-22-27
191-345
B354
J. A. Eller et ux.
7-1-26
191-37
B355
A. W. Lentz et ux.
6-29-26
191-36
B356
D. M. Morgan et ux.
9-29-27
199-23
B357
_ Eliza C. Boggs et al.
7-14-26
191-61
B358
W. L. Cotton (unmarried)
1-16-26
191-16
B359
011ie Boggs et con.
4-15-27
191-378
B360
Ada L. Poole et al.
10-2-26
191-149
B361
H. M. Starnes et ux.
9-20-27
199-8
B362
W. W. Misenheimer et ux.
7-21-27
191-508
B363
T. L. Miller et ux.
5-30-28
199-454
B364
P. C. Lentz et ux.
5-19-27
191-435
B365
J. C. Kesler et ux.
8-25-26
191-113
B366
John M. Casper et al.
Sarah E. Casper et al.
B. C. Cauble et al.
2-7-28
9-24-27
5-31-30
199-312
199-15
208-97
B367
MAR
J. A. Morgan (widower)
Ill i ,_..- -
12-18-26
-
191-266
B369
B370
B371
. L...uuon (unmame
A. L. M. Lentz (widower)
J. C. Kesler et ux.
B372
B373
B374
B375
B376
B377
B378
B379
B380
B381
B382
B383
B384
B385
B386
B387
B388
B389
Sarah E. Casper (widow)
Ongelo Barger et ux.
Eliza McCoy et al.
James H. Ramsey, Trustee
Thomas G. Briggs et ux.
Eliza C. Boggs (widow)
A. L. Earnhart et ux.
A. W. Earnhart et al.
L. A. Kesler et ux.
M. A. Goodman (widower)
Floyd Goodman et ux.
J. F. Blackwell et ux.
J. L. Lyerly et al.
Josephus Lyerly et ux.
T. H. Stewart et ux.
A. M. Eller et ux.
P. S. Carlton et al.
J. H. Walton et ux.
T. L. Brown (widower)
G. H. Kluttz et ux.
C. H. Kluttz et wc.
C. W. Waller et al.
58
-31-25
6-19-26
9-10-26
9-24-27
9-20-27
9-29-26
9-24-26
4-7-26
7-12-26
8-16-28
8-14-28
7-2 1 -20
4-21-26
7-26-27
7-16-27
9-1-27
9-28-27
12-26-19
2-19-27
5-26-27
11-1-27
10-22-27
7-2-26
5-31-20
5-19-26
191-14
181-635
191-133
199-17
199-9
191-154
191-142
191-23
191-43
199-556
199-557
154-408
191-24
191-525
191-501
191-585
199-30
150-356
191-317
191-447
199-56
199-40
191-38
154-406
181-590

BK 784 PG 185 DOC#349142
Company
File No.
Rowan County
Date of
Instrument
Recording
Book — Page
Original Grantor
B390
J. W. Trexler et ux.
10-29-27
199-55
B391
C. H. Kluttz et ux.
2-27-26
181-487
B392
E. E. Miller et ux.
7-14-26
191-105
B393
J. W. Crowell et ux.
7-24-26
191-59
B394
D. R. Myers et ux.
_
12-3-26
191-231
B396
C. H. Kluttz et ux.
2-22-26
181-482
B397
C. M. Van Poole et ux.
4-28-27
191-401
B398
P. D. Linn et al.
8-27-27
191-572
B399
Southern Power Company
3-30-26
191-10
B400
W. L. Cotton
12-4-25
191-29
B401
North Carolina Finishing Company
8-20-27
191-563
B402
Minnie B. Sowers et al.
Minnie B. Sowers et al.
9-19-27
1-10-28
199-6
199-184
B403
Sarah E. Hedrick et con.
3-6-30
204-594
B404
Purvis Gill et ux.
10-29-27
199-52
B405
J. R. Chapman et ux.
2-14-27
191-312
B406
W. M. Kester et ux.
12-29-26
191-270
B407
A. M. Cruse et ux.
9-13-27
199-3
B408
Mary E. Foard et al.
12-3 1 -26
191-277
B409
B. E. Sumner et ux.
7-26-27
191-537
B410
J. P. Hannah (widower)
12-20-26
191-267
_ B411
Thomas G. Briggs et al.
11-14-25
191-27
B412
Thomas G. Briggs et ux.
1-19-26
191-13
B413
T. F. Hudson et ux.
2-17-26
191-19
B414
T. F. Hudson et ux.
2-17-26
191-21
B415
L. B. Carrick (widow)
2-8-26
191-22
B416
W. L. Cotton (unmarried)
1-5-20
150-51
B417
H. A. Monroe et ux.
4-22-26
191-15
B418
J. E. Hoffman et ux.
5-28-26
181-599
B419
H. S. Trott (widower)
4-20-26
181-554
B420
John W. Wilson et al.
_
3-25-26
181-532'
B421
J. M. McCorkle et al.
4-6-26
181-539
B422
Lillie Miller et al.
Lillie Miller et al.
Lillie Miller et al.
Wachovia Bank & Trust Company (guardian)
5-2-27
6-26-30
9-21-32
6-23-30
191-429
208-154
219-167
208-147
B423
H. B. Fowler et al.
10-13-27
199-45
B459
W. A. Hannah et al.
5-1-26
191-32
B474
W. A. Hedrick
3-5-27
199-486
NA
J. T. Morgan et ux.
9-18-61
453-379
NA
Consent Judgment: John F. Rink v. Yadkin,
Inc.
2-21-89
645-500
NA
Alcoa Inc.
12-23-99
870-898
59

BK 784 PG 186 DOC#349142
Company
File No.
Rowan County
Date of
Instrument
Recording
Book — Page
Original Grantor
NA
Henry W. Culp, III et ux.
10-15-01
927-184
NA
Dwight Moody Heplar et ux.
11-03
997-698
Company
File No.
Davie Countv
Date of
Instrument
Recording
Book - Page
Original Grantor
B424
Mary Foard et al.
H. S. Trott (guardian)
4- -26
6-12-26
28-142
28-283
B425
George M. Hendricks (unmarried)
_
2-11-29
28-310
B426
R. E. Withers et ux.
11-28-28
28-353
13427
George M. Apperson et ux.
11-17-26
28-178
B428
B. W. Singleton et ux.
8-16-26
28-153
B429
H. H. Young et al.
4-15-26
28-137
B430
B. S. Halleman et ux.
7-8-26
28-149
B431
_
Z. V. Stewart et al.
2-26-27
28-187
B432
John R. Stewart et al.
7-3-26
28-141
B433
L. J. C. Fickler et ux.
10-26-26
28-161
B435
L. J. C. Pickier et ux.
12-27-27
28-251
B436
G. H. Motley et ux.
7-21-28
28-289
B437
J. P. Motley et ux.
6-8-28
28-277
B438
Burt Tatum, Trustee
11-5-28
28-297
B439
D. L. Brown et al.
10-22-26
28-156
B440
Celia Jane Pickler
6-22-28
28-282
B441
W. C. Allen et ux.
4-15-27
28-200
B442
G. F. Swicegood (widower)
1-4-29
28-306
B443
J. L. Breedlove et ux.
12-18-28
28-304
. B444
S. B. Crump et ux.
2-16-27
28-184
B459
W. A. Hannah et al.
5-1-26
28-283
NA
Alcoa Inc.
12-23-99
322-388
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
B 1
Aluminum Company of America
11-19-15
79-55
B2
L'Aluminium Francais
11-24-15
79-53
B3-C
Southern Aluminium Company
11-23-15
79-6I
B3-U
Southern Aluminium Company
11-23-15
79-53
B26
A. C. Hopkins
11-13-17
92-15
B51
R. W. Taylor et ux.
8-30-22
90-497
B102
R. L. Smith et al.
11-12-30
114-479
B135
Max Rones et al.
5-21-29
111-305
B 136
J. W. Cole et al.
Etta Cole Livingston et con.
Flossie Cole Reed et con.
2-1-44
2-12-36
12-14-33
155-202
125-165
118-569
60

BK 784 PG 187 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
B137
T. G. Briggs (unmarried)
12-22-38
255-259
B138
W. L. Cotton (single)
8-12-18
102-500
B139
Winston Salem Southbound Railway Company
7-6-37
129-531
B140
R. V. Newsom et ux.
A. L. Newsom et al.
6-17-37
5-24-52
129-474
227-495
141
W. M. Storey et ux.
6-22-29
114-82
142
Thos. G. Briggs et ux.
1-3-28
114-83
B143
W. M. Storey et ux.
4-27-29
114-84
B144
_ W. M. Storey et ux.
6-22-29
114-70
B145
Louella Rich (widow)
7-1-30
114-166
B146
F. R. Stafford et ux.
5-3-37
129-390
B 147
G. E. Biddix et ux.
6-24-37
129-495
B148
T. G. Briggs
5-21-37
129-429
B149
Mary Lambeth (widow) et al.
6-24-37
129-493
B 150
J. B. Newsom et ux.
4-14-30
114-94
B151
W. D. Carter et ux.
12-9-30
114-305
B152
Reeves Island Toll Bridge Company
3-20-30
114-57
B153
Thomas G. Briggs
6-19-37
129-550
B154
M. E. Redwine (widow) et al.
5-26-37
129-438
B155
Mary Lambeth (widow)
6-24-37
129-497
B156
Katherine Walker White et on
5-15-37
129-426
B157
H. E. Fries et ux.
9-21-29
111-445
B158
N. G. Arey et ux.
4-15-30
114-93
B 159
W. L. Cotton
1-30-17
_
79-474
B160
A. M. Coggins et ux.
2-10-30
111-583
B161
A. F. Biles et al.
1-13-27
105-311
B162
D. H. Reeves et al.
3-5-18
82-283
B166
W. D. Carter et ux.
5-19-44
155-292
B167
T. G. Briggs et ux.
2-10-51
214-34
B 171
D. A. Kinney et ux.
5-25-56
280-603
B172
L. M. Reeves et al.
8-23-56
284-174
B173
E. C. Stokes et ux.
8-2-56
283-252
B183
Francis Loftin Peace et al.
12-21-56
288-168
B184
Mary Irene Kinney (widow) et al.
3-23-57
291-216
B185
Tina Cole Pickier
4-5-57
292-19
B186
A. C. Reid et al.
7-19-57
295-554
B 187
A. C. Reid et al.
7-19-57
295-544
B188
A. C. Reid et al.
7-19-57
295-567
B 190
Charles C. Coggin et ux.
7-17-58
307-629
B198
Raymond Bruce Yokley et ux.
7-16-59
321-434
B I 99
John F. Mitchell et al.
7-23-59
322-87
B200
Bernie Clarence Stokes et ux.
8-7-59
323-1
B201
Robert Lee Surratt et ux.
10-16-59
326-247
61

BK 784 PG 188 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
B202
J. A. Cole et ux.
9-22-59
324-447
B203
Paul A. Cole et al.
3-17-60
331-307
B204
Raymond H. Blake et al.
3-17-60
331-315
B207
Thomas Jefferson Buie et ux.
1-16-59
329-172
B210
Julia A. Wyatt (widow) et al.
7-14-60
336-465
B212
Winston Salem Southbound Railway Company
12-31-60
346-238
B213
Eliza Jane Doby et al.
10-21-60
341-147
B214
R. F. Crotts et al.
11-8-61
356-579
B215
H. G. Varner et ux.
11-8-61
356-575
B216
Emory B. Newsom
2-12-62
360-182
B218
Rena B. Snider (widow) et al.
10-22-60
343-394
B220
J. O. Crofts (widower)
11-8-61
356-585
B225
Yadkin Lumber Company (G. L. Crotts et al.)
11-20-61
357-143
B226
Emory E. Newsom et al.
9-8-61
354-291
B227
A. M. Cole et ux.
10-13-61
355-429
B301-F
R. E. Withers et ux.
11-28-28
111-69
B400
W. L. Cotton
12-4-25
102-508
B445
J. T. Shoaf et al.
8-7-28
108-357
B446
J. C. Sowers (guardian)
L. C. Sowers et al.
10-27-26
10-23-26
102-323
102-319
B447
D. F. Broadway et ux.
6-6-27
105-203
B448
D. R. Koontz et al.
D. R. Koontz (guardian)
4-2-27
7-11-27
105-89
105-291
B449
Mary Kesler (unmarried)
12-2-26
102-414
B450
_ M. G. Hartley et ux.
12-4-26
102-424
B451
G. M. Broadway et ux.
12-3-26
102-421
B452
D. R. Kesler et ux.
12-4-26
102-423
B453
A. C. Kesler et ux.
12-2-26
102-415
B454
J. W. Kesler et ux.
12-20-26
102-522
B455
T. G. Briggs et ux.
3-26-26
102-487
B456
Nannie Simmerson et al.
9-6-26
102-210
B457
J. F. Somers et ux.
5-28-26
102-127
B458
A. B. Beck et ux.
5-25-26
102-46
B459
W. A. Hannah et al.
5-1-26
102-15
B460
J. A. Williams et ux. f
11-29-26
102-394
B461
W. P. Williams et ux.
12-1-26
102-398
B462
C. H. Snider et ux.
8-6-26
102-175
B463
Cora E. Grubb et al.
Z. V. Brown (guardian)
Cora E. Grubb (guardian)
and R. A. Grubb et ux.
Gray S. Smith et ux.
Z. V. Brown (guardian)
1-29-27
4-12-27
3-17-27
1-8-27
4-12-27
102-619
105-105
105-70
102-566
105-103
62

BK 784 PG 189 DOC#349142
Company
File No.
Davidson County
Original Grantor
Date of
Instrument
Recording
Book - Page
B464
Z. V. Brown (guardian)
4-12-27
105-107
B465
J. T. Gobble et ux.
105-349
B4668-17-27
W. H. Smith et ux.
6-23-26
102-90
B467-A
R. E. Withers et ux.
11-28-28
111-69
B467-B
R. E. Withers et ux.
11-28-28
111-69
B467-C
R. E. Withers et ux.
11-28-28
111-69
B467-D
R. E. Withers et ux.
11-28-28
111-69
B467-E
R. E. Withers et ux.
11-28-28
111-69
B467-F
R. E. Withers et ux.
11-28-28
111-69
B467-G
R. E. Withers et ux.
11-28-28
111-69
B467-H
R. E. Withers et ux.
11-28-28
111-69
B467-I
R. E. Withers et ux.
11-28-28
111-69
B467-J
R. E. Withers et ux.
11-28-28
111-69
B467-K
R. E. Withers et ux.
11-28-28
111-69
B467-L
R. E. Withers et ux.
11-28-28
111-69
B467-M
R. E. Withers et ux.
11-28-28
111-69
B467-N
R. E. Withers et ux.
11-28-28
111-69
B467-O
R. E. Withers et ux.
11-28-28
111-69
B467-P
R. E. Withers et ux.
11-28-28
111-69
B467-Q
R. E. Withers et ux.
11-28-28
111-69
B467-R
R. E. Withers et ux.
11-28-28
111-69
B467-S
R. E. Withers et ux.
11-28-28
111-69
B467-T
R. E. Withers et ux.
11-28-28
111-69
_ B467-U
R. E. Withers et ux.
11-28-28
111-69
B467-V
R. E. Withers et ux.
11-28-28
111-69
B467-W
R. E. Withers et ux.
11-28-28
111-69
B467-X
R. E. Withers et ux.
11-28-28
111-69
B467-Y
R. E. Withers et ux.
11-28-28
111-69
B467-Z
R. E. Withers et ux.
11-28-28
111-69
B467-
. 61A&B
Charles W. McIntyre
2-14-90
756-293
B468
H. L. Snider et ux.
8-30-26
102-202
B469
Ruth C. Young et al.
Wilford Jones et ux.
Gray S. Smith et ux.
Octavia Scott et al.
Wilford Young et ux.
Reuben Leonard et ux.
Elizabeth Huggins et al.
Thomas Young et ux.
Ida Oates et con.
W. A. Young et ux.
Bank of Lexington
9-20-26
1-8-27
1-8-27
11-22-26
10-20-26
1-13-27
1-10-27
1-8-27
2-16-27
2-7-27
102-597
105-12
102-567
102-599
102-601
102-575
105-26
105-17
105-27
105-4
63

BK 784 PG 190 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Oripinal Grantor
(guardian)
4-7-27
105-98
Nellie Royals et al.
2-25-27
105-38
June Young et ux.
2-24-27
105-41
Joseph Farabee et al.
2-1-27
102-629
Clyde Young (guardian)
2-1-27
102-631
Burrell Leonard et ux.
2-5-27
105-3
B470
J. S. Young et ux.
5-9-27
105-141
B471
J. A. Sowers (guardian)
12-2-26
102-406
J. A. Sowers et al.
12-2-26
102-402
B473
J. W. Hedrick et ux.
8-20-26
102-224
George F. Hedrick et al.
8-19-26
102-229
D. A. Long Jr. (guardian)
8-21-26
102-222
Joe B. Motsinger et ux.
11-7-27
105-605
H. H. Hedrick et ux.
8-13-27
105-445
M. Q. Hedrick et ux.
2-8-27
105-86
Roscoe L. Hedrick et ux.
8-20-27
105-354
D. A. Long et al.
8-21-26
102-227
P. F. Hedrick et ux.
8-25-26
102-225
Arthur G. Hedrick et ux.
8-27-26
102-243
G. Edwin Hedrick et al.
8-16-46
2146-75
B474
W. A. Hedrick
3-5-27
105-43
B476
C. F. Fitzgerald (widower)
5-27-27
105-178
B477
Lexington Country Club
9-29-27
105-609
B479
E. C. Stokes et al.
6-1-27
105-184
B480
W. L. Smith et ux.
9-16-27
105-431
B481
Paul R. Raper et ux.
2-16-26
102-507
B482
O. T. Davis
12-6-27
108-12
B483
C. T. Stokes et ux.
9-21-26
102-248
B484
W. B. Mears et ux.
8-26-27
105-369
Julia E. Mears et al.
12-31-34
122-318
B486
S. A. Sharpe et ux.
5-15-20
87-171
B487
C. U. G. Biesecker et ux.
8-26-27
105-368
B488
C. R. Sharpe et al.
4-15-26
98-610
B489
Z. V. Walser et ux.
5-19-27
105-151
B490
C. R. McCrary et ux.
1-22-27
102-591
B491
S. W. McCatchern et ux.
8-4-26
102-179
B492
J. L. Beall et al.
10-25-26
102-337
B494
J P. Grimes et al.
12-10-19
85-460
B495
R. L. Burkhead et ux.
5-28-27
105-179
B496
Winifred A. Bragaw (widow)
5-14-27
105-145
B497
James Adderton et ux.
8-27-27
105-372
B498
N. W. Barnes (unmarried)
10-2-26
102-258
B499
Ed. Wilson et al.
5-9-27
105-143
64

BK 784 PG 191 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
B500
Paul R. Raper et ux.
2-15-24
102-503
B501
Julius A. Hargrove et ux.
4-8-29
111-224
B502
Paul R. Raper et ux.
1-20-26
102-476
B503
C. L. Long et ux.
3-31-26
98-585
B505
W. C. Barnes (widower)
8-27-27
105-376
B506
Margaret Oakes Willis (widow)
6-25-26
102-92
B507
Paul R. Raper et ux.
3-29-26
102-495
B508
L. A. Smith et ux.
9-22-27
105-439
B509
Julia F. Holt (widow)
9-20-27
105-434
B510
Roy B. Craver et ux.
9-20-27
105-429
B511
R. W. Hege et ux.
11-22-26
102-382
B512
Addie Holt (unmarried)
9-20-27
105-433
B513
Alexander Wagoner et ux.
1-1-27
102-521
B514
W. M. Roberts et ux.
6-18-27
105-225
B515
Etta Meningall (unmarried)
6-10-27
105-214
B516
Z. V. Dillon et al.
8-6-26
102-176
B517
J. A. Sharpe et ux.
5-15-20
87-169
B519
A. F. Trantham et ux.
Mrs. A. N. Trantham et al.
6-21-26
6-21-26
102-97
102-99
B520
S. E. Warfford et al.
7-31-26
102-169
B521
Mary L. Warfford et al.
10-19-27
105-483
B522
_ T. G. Briggs et ux.
6-26-26
102-491
B523
Thomas G. Briggs et ux.
12-23-25
102-516
B524
C. M. Peeler et ux.
12-1-27
108-5
B525
Eugene Holmes Sr. et al.
2-2-27
105-24
B526
C. C. Wrenn et ux.
4-10-26
98-601
B527
J. A. Hedrick (widower)
4-24-26
98-636
B528
Thomas G. Briggs et ux.
12-7-25
102-514
B529
W. H. Smith et ux.
7-23-27
105-316
- B530
M. E. Smith et al.
D. R. Smith (guardian) et al.
6-2-27
6-2-27
105-190
105-188
B531
G. E. Smith et al.
10-8-27
105-457
B532
W. S. Beckner et ux.
9-14-25
98-388
B533
Paul R. Raper et ux.
11-17-25
102-505
B534
F. L. Hedrick et ux.
7-9-27
105-284
B535
H. L. Owen et al.
John Bivins et ux.
Will Shipton et ux.
8-15-27
10-13-26
8-15-27
105-351
102-357
105-341
B536
O. L. Stoner et ux.
9-15-27
105-421
B537
T. D. Harris (widower)
7-21-27
105-313
B538
R. J. Lookabill et ux.
5-8-26
102-25
B539
G. W. Smith (widower)
9-23-26
102-252
B540
Thomas G. Briggs et ux.
1-12-26
102481
65

BK 784 PG 192 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
B541-1
R. E. Withers et ux.
12-14-27
108-41
B541-2
R. E. Withers et ux.
I2-14-27
108-41
B541-3
R. E. Withers et ux.
12-14-27
108-41
B541-4
R. E. Withers et ux.
12-14-27
108-41
B541-5
R. E. Withers et ux.
12-14-27
108-41
B542
G. W. Smith (widower)
7-30-26
102-167
B543
T. G. Briggs et ux.
11-21-25
102-502
B544
Mary B. Peacock et al.
3-3-30
114-54
B545
M. S. A. Michael et ux.
5-22-26
102-38
B546
C. C. Wrenn et ux.
Bank of Lexington
(guardian)
12-30-27
12-31-27
108-59
108-51
B547
W. D. Smith et ux.
2-25-28
108-123
B548
C. H. Beck et ux.
4-23-26
98-634
B549
C. A. Owens (widower)
11-23-25
98-439
B550
George Warfford (widower)
10-5-27
105-450
B551
A. W. Feezor et al.
10-20-27
105-487
B552
Thomas G. Bri. _s et ux.
12-7-25
108-275
B553
J. D. Feezor et ux.
7-6-27
105-278
B554
Thomas G. Briggs et ux.
3-22-26
102-490
B555
J. H. Feezor (widower)
6-5-26
102-69
B556
W. F. Lopp et ux.
6-30-26
102-102
B557
M. E. Hedrick et ux.
1-31-27
102-626
13558
Sarah Billings (widow)
Will Medlin et ux.
' 9-1-27
4-10-26
105-388
98-619
B559
D. B. Hunt et ux.
9-10-27
105-408
B560
N. G. Cross et ux.
3-26-27
105-130
B561
C. F. Floyd et ux.
5-20-26
102-36
B562
W. M. Hoskin (widower)
5-7-27
105-136
B563
P. R. Raper et ux.
2-4-24
102-513 -
B564
M. O. Everhart et ux.
6-7-27
105-240
B566
L. F. Everhart et ux.
6-7-27
105-242
B567
T. G. Briggs et ux.
10-22-26
102-497
B568
L. A. Owen (single)
6-4-26
102-68
B569
R. B. Sheets et al.
10-13-27
105-465
B570
R. A. Taylor (widower)
5-28-27
105-181
B571
W. H. Frank (widower)
6-7-27
105-207
B572
J. V. Palmer et ux.
7-26-26
102-165
B573
J. W. Younts et ux.
4-27-26
102-10
B574
J. T. Hill et ux.
1-20-27
102-583
B575
Laura B. Frank et al.
6-7-27
105-209
B576
Ida Finch (unmarried)
5-25-28
108-235
B577
Paul R. Raper et ux.
4-2-26
102-499
66

BK 784 PG 193 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
B578
John E. Rickard et ux.
8-27-27
105-374
C. F. Rickard (widower)
4-13-26
98-606
B579
C. E. McCarn et ux.
9-12-27
105-411
B583
R. L. Tysinger et ux.
6-22-27
105-233
B584
R. L. Smith et ux.
11-21-27
105-623
B585
Margaret Fritts (widow)
11-21-27
105-624
B586
Bettie Crotts et al.
8-27-26
102-233
J. L. Crotts (guardian)
8-27-26
102-235
B587
Bessie M. Greer et con.
2-29-28
108-129
B588
Edward Crotts (widower)
5-21-27
105-160
B589
A. L. Younts et ux.
11-21-27
105-632
B590
R. L. Swing et ux.
9-16-27
105-428
B591
Thomas G. Briggs et ux.
3-22-26
102-475
B592
W. A. Beck (widower)
8-16-27
105-342
B593
A. C. Lohr et ux.
8-23-27
105-358
• B594
Paul R. Raper et ux.
4-2-26
102-494
B595
R. L. Allred et ux.
7-28-27
105-322
B596
C. A. Swing et ux.
4-30-27
105-123
B597
R. H. Burkhart et ux.
5-18-27
105-147
B598
S. E. Raper (unmarried)
3-29-26
102-493
B599
S. C. Burkhart et ux.
5-21-27
105-163
B600
Paul R. Raper et ux.
2-4-26
102-519
B601
E. L. Briggs et ux.
6-12-26
102-76
B602
R. L. Allred et al. (Trustee)
9-24-27
105-442
B603
J. E. Palmer et ux.
7-27-26
102-427
B604
J. R. Barger et ux.
2-25-28
108-121
B605
P. V. Critcher (receiver)
1-17-29
111-123
John Q. Finch
1-17-29
111-124
B606
J. A. Miller et al.
4-17-27
105-113
B607
A. V. Miller et al.
5-21-27
105-168
B608
J. A. Miller et ux.
7-8-26
102-146
B609
Della Tussey (guardian)
12-11-26
102-459
James M. Tussey et ux.
12-6-26
102-457
Della Tussey et al.
12-11-26
102-461
B610
W. J. Beck (widower)
7-27-26
102-164
B61 1
Paul R. Raper et ux.
4-2-26
102-517
Paul R. Raper et ux.
12-19-25
102-511
13612
Thomas G. Briggs et al.
11-20-25
102-520
B613
Minnie E. Hall (unmarried)
3-20-20
87-58
B614
C. M. Wall et al.
4-10-26
98-615
B615
A. M. Young et ux.
10-21-26
102-284
B616
G. L. Palmer et ux.
6-12-26
102-75
B617
H. L. Palmer (widower)
6-6-27
105-200
67

BK 784 PG 194 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
B618
C. M. Wall et al.
4-10-26
98-616
B619
Paul R. Raper et ux.
4-2-26
102-496
B620
Bank of Lexington (guardian)
Bank of Lexington (guardian)
J. L. Cross et al.
J. L. Cross et ux.
Lloyd Cross (unmarried)
6-24-30
7-7-27
7-6-27
7-27-27
6-24-30
114-159
105-280
105-275
105-320
114-158
B621
Paul R. Raper et ux.
3-22-26
102-486
B622
W. P. Copley (widower)
11-1-30
114-276
B623
Ada Holmes (unmarried)
7-21-26
102-155
B624
L. D. Cole et ux.
5-20-26
102-40
B625
T. W. Cole et al.
7-12-26
102-149
B627
M. N. Hedrick et al.
12-17-27
108-21
B633
D. L. Davis et ux.
7-20-26
102-153
B634
H. L. Peacock et ux.
9-21-26
102-247
B635
P. N. Peacock et al.
A. C. Peacock et ux.
J. S. Link et al.
J. F. Stokes et al.
12-9-26
12-9-26
1-10-27
6-25-28
108-268
102-464
102-569
108-271
B636
J. A. Carrick (unmarried)
Lowe R. Carrick (unmarried)
1-6-20
1-6-20
85-498
85-500
B638
F. R. Carrick et ux.
2-19-20
85-584
B639
George Tysinger et al.
1-21-28
108-70
B641
Minnie H. Layden (widow)
12-5-27
108-1
B642
W. E. Frank et al.
J. B. Frank et ux.
Bank of Lexington (guardian)
Bank of Lexington (guardian)
11-3-26
10- -26
6-26-28
1-3-27
102-339
102-341
108-281
102-564
B643
Thomas G. Briggs et ux.
12-23-25
102-489
. B644
David F. Floyd et ux.
8-30-26
102-200
B645
W. W. Hedrick et al.
1-20-27
102-587
B646
Joicy Ellen Hedrick (widow)
6-25-26
102-93
B647 _
J. Walter Frank et al.
6-30-26
102-131
B649
Nettie Davis (unmarried)
5-31-26
102-51
B650
W. H. Workman et ux.
7-21-26
102-154
B651
F. R. Carrick et ux.
2-2-27
105-115
B652
J. H. Gallimore et ux.
7-10-26
102-141
B653
S. C. Bristow et ux.
6-1-26
102-56
B654
J. C. Keams et ux.
6-15-26
102-80
B655
J. M. Daniel, Sr. (widower)
4-27-28
108-197
B656
D. G. Smith et al.
A.C. Smith et ux.
C. L. Daniel et ux.
7-16-27
7-27-27
8-26-27
105-306
105-318
105-371
68

BK 784 PG 195 DOC#349142
Company
File No.
Davidson County
Date of
Instrument
Recording
Book - Page
Original Grantor
Francis Sheets et con.
J. M. Daniel Sr. & T. W.
Daniel (widowers)
Anise L. Doby et con.
3-8-28
10-25-33
3-19-28
108-137
118-504
108-149
B657
Henry W. Frund et ux.
5-14-27
105-153
B659
Winston Salem Southbound Railway Company
4-24-28
108-207
B663
James Shipton et al.
10-6-31
116-585
B667 ,
T. C. Daniel et ux.
9-8-32
118-192
B669
C. M. Peeler et al.
3-10-36
125-182
B732
Duke Power Company
3-23-56
278-414
NA
State of North Carolina Board of Transportation
11-19-73
534-171
NA
State of North Carolina
1-10-87
670-825
NA
James Manly Daniel, I11, et al.
4-21-91
779-1358
NA
Eva H. Herion
8-10-93
867-1
NA
Alcoa Inc.
12-23-99
1165-704 -
NA
Britt D. Colley, et ux.
4-6-00
1177-1553
NA
William & Ann McGinnis
3-14-01
1224-468
Company
File No.
Montgomery County
Date of
Instrument
Recording
Book - Page
Original Grantor
B 1
Aluminum Company of America
11-19-15
60-570
B2
L'Aluminium Francais
11-24-15
60-566
B3-A
Southern Aluminium Company
11-23-15
63-1
B3-B
Southern Aluminium Company
11-23-15
63-1
B3-C
Southern Aluminium Company
11-23-15
63-1
B3-J
Southern Aluminium Company
11-23-15
63-1
B3-M
Southern Aluminium Company
11-23-15
63-1
B3-N
Southern Aluminium Company
11-23-15
63-1
B3-0
Southern Aluminium Company
11-23-15
63-1
B3-P
Southern Aluminium Company
11-23-15
63-1
B3-Q
Southern Aluminium Company
11-23-15
63-1
B3-R
Southern Aluminium Company
11-23-15
63-1
B3-S
Southern Aluminium Company
11-23-15
63-1
B3-T
Southern Aluminium Company
11-23-15
63-1
B3-V
Southern Aluminium Company
11-23-15
63-1
B3-W
Southern Aluminium Company
11-23-15
63-1
B8
Anie Russell
11-2-16
63-532
B9
Anie Russell
4-27-17
65-318
B I O
W. H. Taylor et ux.
11-10-16
63-562
B11
E. T. R. Phillips et ux.
10-25-16
63-536
B14
Eva V. Mears et al.
2-19-17
65-263
B15
N. W. Thayer et ux.
2-10-17
65-122
B16
W. S. Little et al.
2-9-17
65-115
69

BK 784 PG 196 DOC#349142
Company
File No.
Montgomery County
Date of
Instrument
Recording
Book - Page
Original Grantor
B17
J. F. Hamilton et ux.
4-16-17
65-323
B18
A. A. Hill
4-16-17
65-327
B20
Archibald Henderson et al.
6-29-17
65-560
B21
J. T. Hicks et ux.
10-11-17
65-540
B22
J. S. Henderson et al.
10-19-17
65-568
B24
R. E. Withers
5-29-17
65-390
B27
Guilford Lumber Manufacturing Company
12-5-17
67-16
B31
W. L. Cotton (unmarried)
10-20-16
65-50
B33
C. V. Morris (widower)
4-27-17
69-159 _
B34
Dock E. Taylor et ux.
10-13-17
67-42
B35
E. E. Snuggs et ux.
3-30-18
67-127
B36
P. P. Elliott
6-19-18
67-154
B37
W. L. Cotton
5-27-19
67-451
B39
Jane A. Elliott
12-5-19
69-52
B40
Harry W. Roper, Substitute Assignee
9-22-19
69-14
B52
J. C. Elliott et ux.
4-15-22
69-449
B54
P. P. Elliott et ux.
4-15-22
69-449
B79
G. W. Lefler et ux.
2-9-24
74-223
B84
C. B. Misenheimer et ux.
10-19-29
83-413
B 160
A. M. Coggin et ux.
2-10-30
Not recorded
_ B162
D. H. Reeves et al.
3-5-18
67-89
B 163
G. U. Reeves et al.
6-26-37
89-29
B164
C. B. Misenheimer et ux.
10-19-29
83-413
B165
E. E. Snuggs et ux.
10-6-26
83-238
B169
J. A. Hall et al.
5-28-55
Z53-59
B190
Charles C. Coggin et ux.
7-17-58
C 11-2
B212
Winston Salem Southbound Railway Company
12-31-60
120-249
NA
Judgment: Alcoa v. Charles C. Trotter
9-13-65
676-913
NA
Lake Badin Associates
2-22-93
271-131
NA
Arthur R. Hagstrom et ux.
12-23-93
285-355
NA
Alcoa Inc.
12-23-99
387-699
NA
Alcoa Inc.
6-15-16
772-247
TRACT NO. 2: FALLS TRANSMISSION LINE CORRIDOR
FAILS TRANSMISSION LINE CORRIDOR WEST FROM THE WEST SIDE OF
THE FALLS DAM BOAT ACCESS AREA TO BADIN INN RESORT AND CLUB,
LLC PROPERTY LINE
(Description is based on N.C. Grid North NAD83 (NSRS 2011))
70

BK 784 PG 197 DOC#349142
Lying and being in North Albemarle No. 1 Township, Stanly County, North Carolina, and being
more particularly described as follows:
BEGINNING at a 3/4 inch pipe set on the contour at elevation 364 feet, APGI datum, said pipe
having grid coordinates of northing = 599884.86 and easting = 1675905.14; thence N 78-05-25
W 188.61 feet to a 3/4 inch pipe set; thence N 78-05-25 W 1,699.80 feet to a 3/4 inch pipe set in
the centerline of a road, said pipe having coordinates of northing = 600274.58 and easting =
1674057.38; thence N 78-05-25 W 397.57 feet to a 3/4 inch pipe set in the centerline of a
different road, said pipe having coordinates of northing = 600356.62 and easting = 1673668.37;
thence N 78-05-25 W 1,367.30 feet to a 3/4 inch pipe set on the eastern right of way boundary
line of Falls Road (SR 1719 / SR1727); thence N 78-05-39 W 95.13 feet to a nail set in the
centerline of Falls Road; thence N 78-05-10 W 95.18 feet to a to a 3/4 inch pipe set on the
western right of way boundary line of Falls Road; thence N 78-05-25 W 683.13 feet to a 3/4 inch
pipe set in the common boundary line between Parcel No. 1 and Parcel No. 14, said parcels being
described in the deed recorded in Deed Book 734, Page 77, Stanly County Registry, said pipe
having coordinates of Northing = 600819.05 and easting = 1671475.86, and said pipe also being
located N 33-24-05 E 639.63 feet from corner number 16 N of Tract No. 1 as shown on the plat
recorded in Plat Book 5, Page 21, Stanly County Registry; thence N 78-06-50 W 2,620.68 feet to
a 1/2 inch pipe set, said pipe having coordinates of northing = 601358.82 and easting =
1668911.38; thence N 16-58-09 W 157.23 feet to a 1/2 inch pipe set in the common boundary
line of Parcel No. 14 (Deed Book 734, Page 77) and Badin Inn Resort and Club, LLC (Deed
Book 1083, Page 224, Tract 1, Stanly County Registry), said pipe having coordinates of northing
= 601509.21 and easting = 1668865.49, and said pipe also being located N 28-34-11 E 19.80 fect
from corner number 24 M as shown on the plat recorded in Plat Book 17, Page 139, Stanly
County Registry; thence running a common boundary line with Badin Inn Resort and Club, LLC
(Deed Book 1083, Page 224, Tract 1) N 28-35-39 E 68.09 feet to a 1/2 inch pipe set, said pipe
having coordinates of northing = 601568.99 and easting = 1668898.07, said pipe also being
located S 28-35-22 W 817.63 feet from comer number 24 L as shown on the plat recorded in Plat
Book 17, Page 139; thence N 55-21-33 E 133.82 feet to a 1/2 inch pipe set; thence S78-06-41 E
2,703.14 feet to a 3/4 inch pipe set on the common boundary line of Parcel No. 14 and Parcel
No. 1 (both in Deed Book 734, Page 77), said pipe having coordinates of northing = 601088.18
and easting = 1671653.33; thence S 78-05-24 E 48.06 fect to a 3/4 inch pipe set on the western
right of way boundary line of Falls Road; thence S 78-05-24 E 31.10 feet to a nail set in the
centerline of Falls Road; thence S 78-05-26 E 31.79 feet to a 3/4 inch pipe set on the eastern
right of way boundary line of Falls Road; thence S 78-05-25 E 2,655.99 feet to a 3/4 inch pipe
set; thence N 52-58-00 E 158.42 feet to a 3/4 inch pipe found, said pipe having coordinates of
northing = 600612.58 and easting = 1674487.16; thence S 47-56-18 E 237.82 feet to a 3/4 inch
pipe set; thence S 78-05-25 E 1,606.08 feet to a 3/4 inch pipe set on the contour at elevation 364
feet, APGI datum, said pipe having coordinates of northing = 600121.80 and Basting =
1676235.23; thence along said contour at elevation 364 feet, APGI datum, as it meanders in a
southwesterly direction 456 fcet, more or less to a 3/4 inch pipe set, the point of Beginning, and
being a combination of Tract # 1 containing 31.892 acres (1,389,228 square feet), more or less,
as shown on that survey entitled Survey for: Falls Tower Line East for APGI-Yadkin Division"
Sheet 2 and Tract # 2 containing 18.696 acres (814,399 square feet), more or less, as shown on
that survey entitled "Survey for: Falls Tower Line West for APGI-Yadkin Division" Sheet 3,
both said surveys being prepared by Norman Grey Ribelin, PLS, with a Job Number of 2015-
1358 dated 10/27/15 and last revised on 11/06/15.
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BK 784 PG 198 DOC#349142
Additionally, Grantor grants and conveys to Grantee four (4) perpetual non-exclusive easements
and rights of way that run with the land for ingress, egress and regress across the land of Grantor
described as Parcel No. 14 [regarding (1)] and described as Parcel No. 1 [regarding (2), (3) and
(4)J both recorded in the deed recorded in Deed Book 734, Page 77, in the Office of the Register
of Deeds for Stanly County, North Carolina, for the benefit of and being appurtenant to the land
of Grantee described hereinabove by means of the strips of land hereinafter described, the same
lying and being in North Albemarle No. 1 Township, Stanly County, North Carolina, and being
sixty (60) feet wide, the centerlines of which are more particularly described as follows:
(1) BEGINNING at a nail set in the centerline of Falls Road (SR 1727 & 1719), said nail having
coordinates of northing = 602734.72 and easting = 1670319.51; thence S 28-40-35 W 1,037.92
feet to a 5/8 inch rod set; thence S 36-35-04 W 283.20 feet to a 5/8 inch rod set; thence S 23-48-
04 W 240.66 feet to a 5/8 inch rod set in the centerline of the 300 foot wide Falls Transmission
Line Corridor, the point of terminus for this easement and right of way, said rod having
coordinates of northing = 601376.50 and easting = 1669555.54, as shown on that survey entitled
"Easement Survey for Access Point 17, Service Road 16 for APGI" as prepared by Norman Grey
Ribelin, PLS, with a Job Number of 2016-1420 dated 10/27/2015 and last revised on
07/15/2016;
(2) BEGINNING at a nail set in the centerline of Falls Road (SR 1727 & 1719), said nail having
coordinates of northing = 599540.45 and easting = 1672982.68; thence N 50-11-21 E 110.49 feet
to a 1/2 inch pipe set; thence N 32-13-40 E 95.33 fcet to a 1/2 inch pipe set; thence N 66-55-57 E
55.36 feet to a 1/2 inch pipe set; thence N 79-06-15 E 177.24 feet to a 1/2 inch pipe set; thence N
72-20-05 E 184.20 feet to a I/2 inch pipe set; thence N 74-25-19 E 170.42 feet to a 1/2 inch pipe
set in the fork of the road, said pipe having coordinates of northing = 599848.69 and easting =
1673683.05; thence with the northwest fork in the road N 14-24-35 E 119.64 feet to a 1/2 inch
pipe set; thence N 17-28-14 W 195.73 feet to a 1/2 inch pipe set; thence N 8-45-24 W 120.09
feet to a 1/2 inch pipe set; thence N 20-36-31 E 92.59 feet to a 3/4 inch pipe set on the southern
boundary line of the 300 foot wide Falls Transmission Line Corridor, the point of terminus for
this easement and right of way, said pipe having coordinates of northing = 600356.62 and
easting = 1673668.37, as shown on that survey entitled "Survey for: Falls Tower Line East for
APGI-Yadkin Division" Sheet 2 of 3 as prepared by Norman Grey Ribelin, PLS, with a Job
Number of 2015-1358 dated 10/27/15 and last revised on 11/06/15;
(3) BEGINNING at a nail set in the centerline of Falls Road (SR 1727 & 1719), said nail having
coordinates of northing = 599540.45 and easting = 1672982.68; thence N 50-11-21 E 110.49 feet
to a 1/2 inch pipe set; thence N 32-13-00 E 95.33 feet to a 1/2 inch pipe set; thence N 66-55-57 E
55.36 feet to a 1/2 inch pipe set; thence N 79-06-15 E 177.24 feet to a 1/2 inch pipe set; thence N
72-20-05 E 184.20 feet to a 1/2 inch pipe set; thence N 74-25-19 E 170.42 feet to a 1/2 inch pipe
set in the fork of the road, said pipe having coordinates of northing = 599848.69 and easting =
1673683.05; thence with the northeast fork in the road N 56-29-05 E 113.55 feet to a 1/2 inch
pipe set; thence N 41-3 1 -26 E 361.59 feet to a 1/2 inch pipe set; thence N 23-22-00 E 100.74 feet
to a 3/4 inch pipe set on the southern boundary line of the 300 foot wide Falls Transmission
Line Corridor, the point of terminus for this easement and right of way, said pipe having
coordinates of northing = 600274.58 and easting = 1674057.38, as shown on that survey entitled
"Survey for: Falls Tower Line East for APGI-Yadkin Division" Sheet 2 of 3 as prepared by
Norman Grey Ribelin, PLS, with a Job Number of 2015-1358 dated 10/27/15 and last revised on
11/06/15;
72

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(4) BEGINNING at a nail set in the centerline of Falls Road (SR 1727) said nail having
coordinates of northing = 598098.38 and easting = 1675470.56; thence N 81-38-53 E 144.22 feet
to a 1/2 inch pipe set; thence N 49-46-53 E 42.36 feet to a 1/2 inch pipe set; thence N 10-48-30 E
170.69 feet to a 1/2 inch pipe set; thence N 22-19-43 E 71.66 feet to a 1/2 inch pipe set; thence N
53-53-20 E 64.01 feet to a 1/2 inch pipe set; thence N 67-05-37 E 274.74 feet to a 1/2 inch pipe
set; thence N 53-52-38 E 594 feet to a 1/2 inch pipe set; thence N 80-03-05 E 171.74 feet to a 1/2
inch pipe set; thence N 64-44-23 E 95.86 feet to a 1/2 inch pipe set; thence N 53-00-06 E 320.49
feet to a 1/2 inch pipe set; thence N 63-43-12 E 292.08 feet to a 1/2 inch pipe set; thence N 46-
33-03 E 57.36 feet to a 1/2 inch pipe set; thence N 9-08-45 E 67.54 feet to a 1/2 inch pipe set;
thence N 01-34-13 W 299.35 feet to a 3/4 inch pipe set on the southern boundary line of the Falls
Transmission Line Corridor, the point of terminus for this easement and right of way, said pipe
having coordinates of northing = 599673.60 and easting = 1677307.30, as shown on that survey
entitled "Survey for. Falls Dam Main Access and Tower Line for APGI-Yadkin Division" Sheet
1 of 3 as prepared by Norman Grey Ribelin, PLS, with a Job Number of 2015-1358 dated
10/27/15 and last revised on 12/15/2015.
These easements and rights of way are appurtenant to and shall run with the land of Grantee
described hereinabove. Nothing contained herein shall be interpreted in such a manner so as to
deny Grantor access for ingress, egress and regress to the hereinabove described easements and
rights of way. There shall be no duty imposed upon Grantor or Grantee to improve, construct,
maintain, pave and/or grade the easements and rights of way hereinabove granted. Grantor
and/or Grantee shall have the right to improve, construct, maintain, pave and/or grade the
easements and rights of way hereinabove granted.
The above described tract of land is a portion of Parcel No. 1 and a portion of Parcel No. 14 as
described in the deed dated December 23, 1999, from ALUMINUM COMPANY OF AMERICA
to YADKIN, INC. recorded in Deed Book 734, Page 77, Stanly County Registry. For further
reference see the Survivor of a Merger recorded in Deed Book 741, Page 936, Stanly County
Registry, wherein YADKIN, INC. was merged into APGI.
TRACT NO. 3: NARROWS TRANSMISSION LINE CORRIDOR
FIRST SEGMENT:
Part of the Narrows Transmission Line Corridor (Description based on N. C. Grid North NAD83
(NSRS 2011))
Lying and being in North Albemarle Township, Stanly County, North Carolina, and being more
particularly described as follows:
BEGINNING at a 3/4 inch pipe set on a common line of Parcel No. 14 and Parcel No. 1 as
described in Deed Book 734, Page 77, Stanly County Registry, said pipe having coordinates of
northing = 608684.36 and easting = 1673489.35; thence a new line crossing said Parcel No. 14 S
71-53-01 W 87.95 feet to a 3/4 inch pipe set; thence S 22-13-17 E 63.63 feet to a 3/4 inch pipe
set; thence N 82-21-04 W 145.94 feet to a 3/4 inch pipe set; thence S 71-52-50 W 122.03 feet to
a 3/4 inch pipe set; thence S 56-32-13 W 410.85 feet to a 3/4 inch pipe found; thence S 56-31-30
W 73.85 feet to a paint mark on a stone on the northeastern edge of an access road; thence S 56-
32-37 W 31 feet to a 1/2 inch pipe set in the center line of said access road; thence S 56-31-35 W
73

BK 784 PG 200 DOC#349142
31 feet to a 3/4 inch pipe set on the southwestern edge of said access road; thence S 56-32-06 W
1,802.04 feet to a 5/8 inch rod set on a common line with Parcel No. 2 as described in Deed
Book 734, Page 77, Stanly County Registry, on the contour at elevation 546 feet, APGI datum,
said rod having coordinates of northing = 607284.43 and easting = 1671209.83; thence crossing
within said Parcel No. 2 S 56-33-58 W 21.89 feet to a 3/4 inch pipe found on the contour at
elevation 541.1 feet, APGI datum, said pipe having coordinates of northing = 607272.37 and
easting = 1671191.56; thence along the contour at elevation 541.1 feet, APGI datum, as it
meanders in a northwesterly and then northeasterly direction 383 feet, more or less, to a 3/4 inch
pipe found on said 541.1 foot contour, said pipe having coordinates of northing = 607621.40 and
easting = 1671175.79; thence crossing said Parcel No. 2 N 56-38-22 E 16.01 feet to a 1/2 inch
pipe set on the contour at elevation 546 feet, APGI datum, a common line of said Parcel No. 2
and said Parcel No. 14, said pipe having coordinates of northing = 607630.20 and easting =
1671189.17; thence a new line crossing said Parcel No. 14 N 56-31-51 E 1,436.41 feet to a 1/2
inch pipe set; thence N 08-07-55 W 570.77 feet to a 1/2 inch pipe set on a common line with said
Parcel No. 2, said pipe having coordinates of northing = 608987.40 and easting = 1672306.66;
thence a new line crossing said Parcel No. 2 N 39-58-40 E 412.42 feet to a 1/2 inch pipe set;
thence another new line crossing said Parcel No. 2 N 54-20-59 E 352.02 feet to a 3/4 inch pipe
found, said pipe being corner 16 C as shown on the plat recorded in Plat Book 5, Page 21, Stanly
County Registry, said pipe having coordinates of northing = 609508.60 and easting =
1672857.69; thence a common line with said Parcel No. 2 S 37-27-47 E 542.36 feet to a 3/4 inch
pipe set on the northwestern edge of an access road; thence S 37-27-47 E 74.96 feet to a 3/4 inch
pipe set on the southeastern edge of an access road; thence S 37-27-52 E 103.27 feet to a 3/4 inch
pipe set; thence S 37-28-07 E 173.29 feet to a 3/4 inch pipe found on comer number 28 of Parcel
No. 1 described in Deed Book 734, Page 77, Stanly County Registry; thence a common line with
said Parcel No. 1 S 37-28-16 E 144.57 feet to a 3/4 inch pipe set, the point of Beginning, and
being Tract # 5 containing 30.071 acres (1,309,896 square feet), more or less, and Tract # 4
containing 0.232 acre (10,104 square feet), more or less, and Tract # 6 containing 0.414 acre
(18,018 square feet), more or less, for a total of 30.717 acres (1,338,018 square feet), more or
less, as shown on that survey entitled "Survey for: Narrows Dam Main Access and Tower Line
for APGI-Yadkin Division" as prepared by Norman Grey Ribelin, PLS, with a Job Number of
2015-1359 dated 01/07/2016 and last revised on 01/18/2016.
The above described tract of land (First Segment) is a portion of Parcel No. 2 and a portion of
Parcel No. 14 as described in the deed dated December 23, 1999, from ALUMINUM
COMPANY OF AMERICA to YADKIN, INC. recorded in Deed Book 734, Page 77, Stanly
County Registry. For further reference see the Survivor of a Merger recorded in Deed Book 741,
Page 936, Stanly County Registry, wherein YADKIN, INC. was merged into APGI.
SECOND SEGMENT:
Part of the Narrows Transmission Line Corridor (Description based on N. C. Grid North NAD83
(NSRS 2011))
Lying and being in the Town of Badin, Stanly County, North Carolina, and being more
particularly described as follows:
74

BK 784 PG 201 DOC#349142
BEGINNING at a 1/2 inch pipe set on the common comer of APGI's Parcel No. 13 (Deed Book
734, Page 77, Stanly County Registry), APGI's 1.963 acre tract described in Deed Book 1568,
Page 396, Stanly County Registry, APGI's 26.489 acre tract described in Deed Book 1568, Page
592, Stanly County Registry, a remaining portion of ALCOA INC.'s Tract No. 1 (Deed Book
190, Page 570, Stanly County Registry, and ALCOA INC.'s 14.246 acre tract described in Deed
Book 1569, Page 342, Stanly County Registry, said pipe having coordinates of northing =
606777.42 and Basting = 1670261.10; thence a common line with APGI (Deed Book 1568, Page
592) S 45-10-04 W 508.35 feet to a 3/4 inch pipe set; thence a common line with APGI (Deed
Book 1568, Page 592) S 14-20-33 W 176.27 feet to a 3/4 inch pipe found; thence a common line
with APGI (Deed Book 1568, Page 592) S 77-49-37 W 109.44 feet to a 2 inch pipe found;
thence a common line with Karen R. Whitley (Deed Book 1332, Page 265, Stanly County
Registry) S 79-53-40 W 69.77 feet to a 2 inch pipe found; thence a common line with Karen R.
Whitley (Deed Book 1332, Page 265) N 71-27-19 W 191.78 feet to a 2 inch pipe found; thence a
common line with APGI (Deed Book 1570, Page 291, Tract No. 1, Stanly County Registry) S
57-22-09 W 22.13 feet to a 1 inch pipe found; thence a common line with Jerry M. Hudson et ux.
(Deed Book 332, Page 324, Stanly County Registry) S 56-27-57 W 272.32 feet to a 3/4 inch pipe
found; thence a common line with Jerry M. Hudson et ux. (Deed Book 332, Page 324) S 10-10-
31 E 153.42 feet to a 3/4 inch pipe found on the northern right of way boundary line of Lake
Street; thence S 79-47-57 W 26.86 feet to a 3/4 inch pipe found; thence S 67-08-12 W 586.46
feet to a 3/4 inch pipe set, said pipe having coordinates of northing = 605727.92 and easting =
1668714.09; thence S 66-46-59 W 15.02 feet to a 3/4 inch pipe found on the northwest right of
way boundary line of Lake Street; thence with the northwest right of way boundary line of Lake
Street S 41-37-25 W 280.19 feet to a 3/4 inch pipe found; thence S 39-09-24 W 11.36 feet to a 1
1/4 inch pipe found; thence S 41-30-19 W 110.73 feet to a 1 1/4 inch pipe found in the northwest
corner of Garth M. Fairchild et ux. (Deed Book 578, Page 412, Stanly County Registry); thence
crossing said Parcel No. 13 S 43-26-06 W 359.51 feet to a 3/4 inch pipe found, on a common
corner of said Parcel No. 13 and Parcel No. 2 (Deed Book 734, Page 77), said pipe having
coordinates of northing = 605159.74 and easting = 1668186.44; thence a common line of said
Parcel No. 13 and said Parcel No. 2 N 21-06-17 W 73.41 feet to a 3/4 inch pipe found on the
contour at elevation 546 feet, APGI datum; thence crossing said Parcel No. 2 N 21-06-17 W 8
feet to a point not set nor found on the contour at elevation 541.1 feet, APGI datum, said point
having coordinates of northing = 605235.69 and easting = 1668157.13; thence along the contour
at elevation 541.1 feet, APGI datum, as it meanders in a northeasterly direction 517 feet, more or
less to a point not set nor found on said 541.1 foot contour, said point having coordinates of
northing = 605663.55 and easting = 1668354.39; thence along the contour at elevation 541.1
feet, APGI datum, as it meanders in a northeasterly direction 377 feet, more or less, to a point not
set nor found on said 541.1 foot contour said point having coordinates of northing = 605997.92
and easting = 1668520.29; thence crossing said Parcel No. 2 N 79-53-22 E 3.01 feet to a 3/4
inch pipe found; thence crossing said Parcel No. 2 N 79-53-22 E 7.44 feet to a 5/8 inch rod set on
the contour at elevation 546 feet, APGI datum, on a common line of said Parcel No. 2 and said
Parcel No. 13, said rod having coordinates of northing = 605999.75 and easting = 1668530.57;
thence a new line crossing Parcel No. 13 N 79-49-26 E 267.46 feet to a 3/4 inch pipe set; thence
N 56-32-08 E 1,622.19 feet to a 1/2 inch pipe set, said pipe having coordinates of northing =
606941.51 and easting = 1670147.10; thence a common line with ALCOA, INC. (Deed Book
1569, Page 342) S 34-47-21 E 199.80 feet to a 1/2 inch pipe set, the point of Beginning, and
containing 15.347 acres (668,523 square feet), more or less, and being Tract # 2, Tract # 8 and
75

BK 784 PG 202 DOC#349142
Tract # 1 as shown on that survey entitled "Survey for: Pine Street and Hogpen Area" as
prepared by Norman Grey Ribelin, PLS with a Job Number of 2016-1401 dated 04/30/2016 and
last revised on 05/05/2016, and being Tract # 2 and Tract # 3 as shown on that survey entitled
"Boundary Survey for: Badin Park for APGI" as prepared by Norman Grey Ribelin, PLS, with a
Job Number of 2016-1416 dated 06/29/2016 and last revised on 08/15/2016. Description is based
on N. C. Grid North NAD83 (NSRS 2011).
The above described tract of land (Second Segment) is a portion of Parcel No. 2 and a portion of
Parcel No. 13 as described in the deed dated December 23, 1999, from ALUMINUM
COMPANY OF AMERICA to YADKIN, INC. recorded in Deed Book 734, Page 77, Stanly
County Registry. For further reference see the Survivor of a Merger recorded in Deed Book 741,
Page 936, Stanly County Registry, wherein YADKIN, INC. was merged into APGI. It is also all
of the property described in the deed dated June 15, 2016, from ALCOA INC. to APGI recorded
in Deed Book 1568, Page 396, Stanly County Registry.
TRACT NO. 4: ACCESS ROAD CORRIDORS TO THE NARROWS DAM
(Description is based on N. C. Grid North NAD83 (NSRS 2011))
Lying and being in North Albemarle No. 1 Township, and in the Town of Badin, Stanly County,
North Carolina, and being more particularly described as follows:
BEGINNING at a 3/4 inch pipe set in the southern boundary line of the corridor for the private
road to the lower Narrows Dam, said pipe having coordinates of northing = 605492.13 and
easting = 1673517.33; thence crossing Parcel No. 1 (Deed Book 734, Page 77, Stanly County
Registry) along the southern boundary line of said corridor for said private road the following 5
bearings and distances: (1) N 71-39-33 W 493.95 feet to a 3/4 inch pipe set, (2) N 72-00-14 W
3.08 feet to a point on a 12 inch culvert, (3) a curve to the right with an arc length of 425.75 feet,
a radius of 732.20 feet and a chord bearing and distance of N 55-00-48 W 419.78 feet to a 3/4
inch pipe set, (4) N 38-21-55 W 172.91 feet to a 3/4 pipe set, (5) a curve to the left with an arc
length of 131.10 feet, a radius of 289.37 feet, and a chord bearing and distance of N 51-20-41 W
129.98 feet to a 5/8 inch rod set on the common boundary line between Parcel No. 1 and Parcel
No. 14 (Deed Book 734, Page 77, Stanly County Registry), said rod having coordinates of
northing = 606105.97 and easting = 1672492.80; thence along said southern boundary line of
said road corridor and crossing Parcel No. 14 (Deed Book 734, Page 77) a curve to the left with
an arc length of 360.42 feet, a radius of 289.36 feet, and a chord bearing and distance of S 79-59-
37 W 337.57 feet to a 3/4 inch pipe set on said southern boundary line; thence with said southern
boundary line of said road corridor S 44-18-39 W 183.09 feet to a 3/4 inch pipe set at the
intersection with the eastern boundary line of the corridor for the private road to the Badin Water
Filter Plant and the Narrows Dam, said pipe having coordinates of northing = 605916.31 and
easting = 1672032.47; thence with the eastern and southeastern boundary line of the corridor for
the private road to said filter plant and dam the following 6 bearings and distances: (1) S 00-44-
29 E 124.58 feet to a 3/4 inch pipe set, (2) a curve to the right with an arc length of 362.28 feet, a
radius of 394.57 feet, and a chord bearing and distance of S 25-33-43 W 349.69 feet to a 3/4 inch
76

BK 784 PG 203 DOC#349142
pipe set, (3) S 51-51-56 W 210.16 feet to a 3/4 inch pipe set, (4) crossing Hogpen Road and into
the Town of Badin limits S 51-51-56 W 188.63 feet to a 3/4 inch pipe set, (5) a curve to the right
with an arc length of 111.43 feet, a radius of 284.51 feet, and a chord bearing and distance of S
63-05-07 W 110.72 feet to a 3/4 inch pipe set, (6) S 74-18-20 W 573.59 feet to a nail set where
the private road corridor meets the intersection of the public roads known as Pine Street and
Stanly Street, said nail having coordinates of northing = 605024.74 and easting = 1670918.58;
thence with the eastern right of way boundary line of Stanly Street N 15-49-17 W 55.73 feet to a
nail found; thence N 1347-10 E 4.89 feet to a nail in a drill hole in a boulder, said nail having
coordinates of northing = 605083.11 and easting = 1670904.56; thence along the northern and
northwestern boundary line of the corridor for the private road to said filter plant and dam the
following 16 bearings and distances: (1) N 74-18-18 E 571.31 feet to a 3/4 inch pipe set, (2) a
curve to the left with an arc length of 87.93 feet, a radius of 224.52 feet, and a chord bearing and
distance of N 63-05-07 E 87.37 feet to a 3/4 inch pipe set, (3) N 51-51-56 E 398.80 feet and
crossing Hogpen Road and out of the Town of Badin limits to a 3/4 inch pipe set, (4) a curve to
the left with an arc length of 307.20 feet, a radius of 334.58 feet, and a chord bearing and
distance of N 25-33-43 E 296.52 feet to a 3/4 inch pipe set, (5) N 00-44-29 W 122.71 feet to a
3/4 inch pipe set, (6) N 00-03-08 W 80.21 feet to a 3/4 inch pipe set, (7) N 00-17-34 E 159.61
feet to a 3/4 inch pipe set, (8) N 40-01-19 E 158.13 feet to a 3/4 inch pipe set, (9) N 40-01-19 E
436.12 feet to a 3/4 inch pipe set, (10) a curve to the left with an arc length of 247.95 feet, a
radius of 793.16 feet, and a chord bearing and distance of N 3 1 -03-58 E 246.95 feet to a 3/4 inch
pipe set, (11) N 22-06-38 E 792.94 feet to a 3/4 inch pipe set, (12) N 22-06-38 E 75.10 feet to a
1/2 inch rod set, (13) N 10-47-25 W 316.49 feet to a 3/4 inch pipe set, (14) a curve to the right
with an arc length of 121.45 feet, a radius of 289.87 feet, and a chord bearing and distance of N
01-12-46 E 120.56 feet to a 3/4 inch pipe set, (15) a curve to the left with an arc length of 125.59
feet, a radius of 224.46 feet, and a chord bearing and distance of N 02-4845 W 123.95 feet to a
3/4 inch pipe set, (16) N 18-50-27 W 104.18 feet to a 3/4 inch pipe set on the southern boundary
line of the corridor for the Narrows high voltage electrical transmission line, said pipe having
coordinates of northing = 608278.12 and easting = 1672713.13; thence crossing the corridor for
the private road to the Narrows Dam and running with the southern boundary line of the corridor
for the Narrows high voltage electrical transmission line N 56-31-35 E 31 feet to a 1/2 inch pipe
set; thence continuing to cross said road corridor and running with said transmission line corridor
southern boundary line N 56-32-37 E 31 feet to a paint mark on a stone, said paint mark having
coordinates of northing = 608312.31 and easting = 1672764.85; thence along the eastern and
southeastern boundary line of the corridor for the private roads to Narrows Dam and the Badin
Water Filter Plant the following 11 bearings and distances: (1) S 18-50-27 E 119.83 feet to a 3/4
inch pipe set, (2) a curve to the right with an arc length of 159.15feet, a radius of 284.45 feet, and
a chord bearing and distance of S 02-48-45 E 157.08 feet to a 3/4 inch pipe set, (3) thence a
curve to the left with an arc length of 96.31 feet, a radius of 229.87 feet, and a chord bearing and
distance of S 01-12-46 W 95.61 feet to a 3/4 inch pipe set, (4) S 1047-25 E 243.34 feet to a 3/4
inch pipe set, (5) S 10-47-25 E 90.86 feet to a 3/4 inch pipe set, (6) S 22-06-38 W 79.89 feet to a
3/4 inch pipe set, (7) S 22-06-37 W 94.51 feet to a 3/4 inch pipe set, (8) S 22-06-38 W 711.35
feet to a 3/4 inch pipe set, (9) a curve to the right with an arc length of 266.71 feet, a radius of
853.15 feet, and a chord bearing and distance of S 31-03-58 W 265.62 feet to a 3/4 inch pipe set,
(10) S 40-01-19 W 436.12 feet to a 3/4 inch pipe set, (11) a curve to the left with an arc length of
254.68 feet, a radius of 377.71 feet, and a chord bearing and distance of S 20-42-18 W 249.88
feet to a 3/4 inch pipe set on the northern boundary line of the corridor for the private road to the
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BK 784 PG 204 DOC#349142
lower Narrows Dam at its intersection with the eastem boundary line of the corridor for the
private road to the said filter plant and Narrows Dam, said pipe having coordinates of northing =
606002.26 and easting = 1672032.53; thence with the northern boundary line for the corridor for
the private road to the lower Narrows Dam N 44-18-39 E 121.54 feet to a 3/4 inch pipe set;
thence continuing with said northern boundary line a curve to the right with an arc length of
409.42 feet, a radius of 349.36 feet and a chord bearing and distance of N 77-53-03 E 386.39 feet
to a 5/8 inch rod set on the common boundary line of said Parcel No. 14 and said Parcel No.1,
said rod having coordinates of northing = 606170.32 and easting = 1672495.22; thence along the
northern boundary line of said corridor for said private road and crossing said Parcel No. 1 the
following 4 bearings and distances: (1) a curve to the right with an arc length of 184 feet, a
radius of 349.36 feet, and a chord bearing and distance of S 53-27-14 E 181.88 feet to a 3/4 inch
pipe set, (2) S 38-21-56 E 172.91 feet to a 3/4 inch pipe set, (3) a curve to the left with an arc
length of 390.88 feet, a radius of 672.64 feet, and a chord bearing and distance of S 55-00-48 E
385.41 feet to a 3/4 inch pipe set, (4) S 71-39-40 E 497.03 feet to a 3/4 inch pipe set, said pipe
having coordinates of northing = 605549.07 and easting = 1673536.21; thence S 18-20-19 W
59.99 feet to a 3/4 inch pipe set, the point of Beginning and containing 8.225 acres (358,267
square feet), more or less, and being Tract # 4, Tract # 12 and Tract # 16 as shown on that survey
entitled "Survey for: Narrows Dam Access for APGI-Yadkin Division" Sheets 1 and 2 as
prepared by Norman Grey Ribelin, PLS, with a Job Number of 2015-1389 dated 03/21/2016 and
Last revised on 04/01/2016.
Additionally, Grantor grants and conveys to Grantee two (2) conjoining non-exclusive perpetual
easements and rights of way that run with the land for ingress, egress and regress across the land
of Grantor described as Parcel No. 14 in the deed recorded in Deed Book 734, Page 77, in the
Office of the Register of Deeds for Stanly County, North Carolina, for the benefit of and being
appurtenant to the land of Grantee described hereinabove by means of the conjoining strips of
land hereinafter described, the same being sixty (60) feet wide, the centerlines of which are more
particularly described as follows:
(1) Lying and being in the Town of Badin, Stanly County, North Carolina, and
BEGINNING at a 1/2 inch rod found on the boundary for the Town of Badin limits
approximately at the center of the intersection of the private road to the Badin Water Filter Plant
and Hogpen Road, said 1/2 inch rod having coordinates of northing = 605359.41 and easting
1671685.76; thence N 18-16-19 E 26.56 feet to a monument found on the boundary for the Town
of Badin limits; thence the following three courses and distances within an existing unnamed
private road: (1) N 33-48-49 W 59.74 feet to a 3/4 inch pipe set, (2) a curve to the left with an arc
length of 251.06 feet, a radius of 224.97 feet and a chord bearing and distance of N 61-01-00 W
238.24 feet to a 3/4 inch pipe set, (3) a curve to the right with an arc length of 418.06 feet, a
radius of 523.54 feet and a chord bearing and distance of N 70-06-15 W 407.04 feet to a 1/2 inch
pipe set in the common boundary line of Grantor's said Parcel No. 14 and one of the remaining
portions of ALCOA INC: s Tract No. 1 described in the deed recorded in Deed Book 190, Page
570, Stanly County Registry, said pipe having coordinates of northing = 605688.24 and easting =
1671053.04, the point of terminus of this easement and right of way, the courses and distances
for this easement and right of way being shown on that survey entitled "Survey for: Pine Street
and Hogpen Area for ALCOA INC." as prepared by Norman Grey Ribelin, PLS, with a Job
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BK 784 PG 205 DOC#349142
Number of 2016-1401 dated 04/30/2016 and last revised on 6/23/2016, and the description is
based on N. C. Grid North NAD83 (NSRS 2011);
(2) Lying and being in North Albemarle No. 1 Township and also in the Town of Badin, Stanly
County, North Carolina, and
BEGINNING at a 3/4 inch pipe set on the western right of way boundary line of the corridor for
the private road to the Badin Water Filter Plant, said pipe having coordinates of northing =
605913.67 and easting = 1671972.50; thence a curve to the right with an arc length of 349.39
feet, a radius of 699.90 feet and a chord bearing and distance of S 51-34-43 W 345.78 feet to a
3/4 inch pipe set within the easement and right of way described in paragraph (1) immediately
hereinabove, said pipe having coordinates of northing = 605549.71 and easting = 1671435.79,
the course and distance for this easement and right of way being shown on that survey entitled
"Survey for: Pine Street and Hogpen Area for ALCOA INC." as prepared by Norman Grey
Ribelin, PLS, with a Job Number of 2016-1401 dated 04/30/2016 and last revised on 6/23/2016,
and the description is based on N. C. Grid North NAD83 (NSRS 2011).
These two (2) easements and rights of way shall be not interpreted in such a manner so as to
deny Grantor access for ingress, egress and regress to the hereinabove described easements and
rights of way. There shall be no duty imposed upon Grantor or Grantee to improve, construct,
maintain, pave and/or grade the easements and rights of way hereinabove granted. Grantor
and/or Grantee shall have the right to improve, construct, maintain, pave and/or grade the
easements and rights of way hereinabove granted.
The above described tract of land is a portion of Parcel No. 1 and a portion of Parcel No. 14 as
described in the deed dated December 23, 1999, from ALUMINUM COMPANY OF AMERICA
to YADKIN, INC. recorded in Deed Book 734, Page 77, Stanly County Registry. For further
reference see the Survivor of a Merger recorded in Deed Book 741, Page 936, Stanly County
Registry, wherein YADKIN, INC. was merged into APGI.
TRACT NO. 5: ACCESS ROAD CORRIDOR TO TUCKERTOWN DAM
(Description is based on N. C. Grid North NAD83 (NSRS 2011))
Lying and being in Harris Township, Stanly County, North Carolina and being more particularly
described as follows:
BEGINNING at a 1 inch pipe found on the west side of the High Rock to Badin high voltage
electrical transmission line, said pipe being located S 53-40-29 W 788.18 feet from a 1/2 inch
pipe found at comer number 89 of Parcel No. 3 (Deed Book 734, Page 77, Stanly County
Registry), said Beginning point being corner number 88 of said Parcel No. 3, said Beginning
point having grid coordinates of northing = 632131.16 and easting = 1649860.44; thence S 53-
39-54 W 66.39 feet to a 1/2 inch pipe found; thence N 36-16-26 W 924.01 feet to a 1/2 inch pipe
set on the common boundary line of said Parcel No. 3 and Parcel No. 4 (Deed Book 734, Page
77), said pipe having grid coordinates of northing = 632836.75 and easting = 1649260.26; thence
a new line crossing within said Parcel No. 4 N 36-16-26 W 378.69 feet to a 1/2 inch pipe set;
thence N 82-29-28 W 1,064.69 feet to a 1/2 inch pipe set; thence S 43-48-17 W 1,078.55 feet to
a 1 inch pipe found; thence a common line with Henry W. Culp, III (Deed Book 666, Page 442,
Stanly County Registry) N 74-29-28 W 630.07 feet to a 1 inch pipe found, said pipe being corner
number 4 in said Parcel No. 4, said pipe having grid coordinates of northing = 632671.27 and
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BK 784 PG 206 DOC#349142
easting = 1646626.96; thence N 17-35-38 W 1,001.97 feet to a 1 inch pipe found; thence N 17-
43-07 W 119.27 feet to a 1 inch pipe found; thence N 17-35-29 W 694.68 feet to a 1 inch pipe
found; thence a common line with Henry W. Culp, III (Deed Book 830, Page 914, Stanly County
Registry) N 17-35-22 W 671.38 feet to a 1 inch pipe found, said pipe having grid coordinates of
northing = 635042.17 and easting = 1645874.96; thence a common line with Henry W. Culp, III
(Deed Book 830, Page 914) N 86-48-52 W 363.67 feet to a 3/4 inch pipe found; thence a
common line with James R. Mauney, Jr. and Mary Burt Mauney (Deed Book 350, Page 293,
Stanly County Registry) N 07-10-53 W 929.32 feet to a 1/2 inch pipe set, said pipe having grid
coordinates of northing = 635984.41 and easting = 1645395.68; thence a common line with
James R. Mauney, Jr. and Mary Burt Mauney (Deed Book 350, Page 293) N 07-10-59 W 747.65
feet to a stone; thence a common line with the City of Albemarle (Deed Book 354, Page 5,
Stanly County Registry) N 06-45-11 W 2,182.14 feet to a 3/4 inch pipe found, said pipe having
grid coordinates of northing = 638893.20 and Basting = 1645045.59; thence a common line with
the City of Albemarle (Deed Book 354, Page 5) N 89-44-40 W 1,636.10 feet to a 5/8 inch rod
found; thence a common line with the City of Albemarle (Deed Book 356, Page 335, Stanly
County Registry) N 89-40-52 W 678 feet to a 1/2 inch pipe found, said pipe having grid
coordinates of northing = 638904.27 and easting = 1642731.53; thence N 13-06-00 E 91.59 feet
to a 1 inch pipe found on the southern right of way boundary line of N. C. Highway 49; thence N
13-06-00 E 85.87 feet to a point not set nor found in the center line of N. C. Highway 49, said
point having grid coordinates of northing = 639077.11 and easting = 1642771.75; thence with
the center line of N. C. Highway 49 a curve to the right with an arc length of 155.78 feet, a
radius of 2,838.15 feet and a chord bearing and distance of N 52-37-40 E 155.76 feet to a point
not set nor found in the center line of N. C. Highway 49, said point having grid coordinates of
northing = 639171.66 and easting = 1642895.53; thence S 71-52-13 E 61.54 feet to a 1/2 inch
pipe set on the southern right of way boundary line of N. C. Highway 49; thence S 71-52-13 E
488.64 feet to a 1/2 inch pipe set; thence S 89-44-40 E 1,716.08 feet to a 1/2 inch pipe set, said
pipe having grid coordinates of northing = 638992.81 and easting = 1645134.45; thence S 06-45-
15 E 2,270.24 feet to a 1/2 inch pipe set; thence S 07-10-53 E 707.61 feet to a 1/2 inch pipe set,
said pipe having grid coordinates of northing = 636036.26 and easting = 1645489.91; thence S
50-29-21 E 374.93 feet to a 1/2 inch pipe set; thence S 16-37-38 E 2,192.93 feet to a 1/2 inch
pipe set, said pipe having grid coordinates of northing = 633696.49 and casting = 1646406.66;
thence S 16-37-38 E 20.45 feet to a point not set nor found on the contour at elevation 596 feet,
APGI datum, said point having grid coordinates of northing = 633676.89 and easting =
1646412.52; thence along the contour at elevation 596 feet, APGI datum, as it meanders in a
southeasterly, then southwesterly, then southeasterly, then generally northeasterly, then
southeasterly, then northeasterly, then southeasterly, then southwesterly and then southeasterly
direction 5,950 feet, more or less, to a 1/2 inch pipe set on the west side of the High Rock to
Badin high voltage electrical transmission line, said pipe being corner number 1 of said Parcel
No. 4, said pipe having grid coordinates of northing = 633313.88 and easting = 1648992.04;
thence a common line with the former envelope Project boundary area around the Tuckertown
Dam S 36-17-42 E 576.97 feet to a 1/2 inch pipe set on the common boundary line of said
Parcel No. 4 and said Parcel No. 3 on the west side of the High Rock to Badin high voltage
electrical transmission line, said pipe being corner number 2 in said Parcel No. 4 and corner
number 87 in said Parcel No. 3, said pipe having grid coordinates of northing = 632848.86 and
easting = 1649333.57; thence continuing a common line with the former envelope Project
boundary arca around the Tuckertown Dam S 36-16-58 E 890.33 feet to a 1 inch pipe found, the
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BK 784 PG 207 DOC#349142
point of Beginning, and containing 61.704 acres (2,629,045 square feet), more or less, and being
Tract # 4, Tract # 1 and Tract # 2 as shown on that survey entitled "Boundary Survey for: West
Tuckertown Dam Access for APG1-Yadkin Division" as prepared by Norman Grey Ribelin,
PLS, with a Job Number of 2016-1384 dated August 5, 2013, and last revised on March 24,
2016.
The above described tract of land is a portion of Parcel No. 3 and a portion of Parcel No. 4 as
described in the deed dated December 23, 1999, from ALUMINUM COMPANY OF AMERICA
to YADKIN, INC. recorded in Deed Book 734, Page 77, Stanly County Registry. For further
reference see the Survivor of a Merger recorded in Deed Book 741, Page 936, Stanly County
Registry, wherein YADKIN, INC. was merged into APGI.
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BK 784 PG 208 DOC#349142
EXHIBIT 13
STANLY COUNTY TAX PIN NUMBERS
TRACT N0.1: RESERVOIRS. DAMS ANI) PUBLIC ACCESS AREAS
PIN NOS.: 667004905345; portions of 657901484913; 667001492313; portion of
667001291648; portion of 666(104748897; 666002768480; 666002777171; 666002787099;
664304937536; portion ol'664302656573.
TRACT NO. 2: PALLS TRANSMISSION LINE CORRIDOR
PIN NOS.: Portion of 657901484913; portion of 667001271752.
TRACT NO.3: NARROWS TRANSMISSION LINE CORRIDOR
PIN NOS.: Portion of 667001291648; portion of 667001271752; portion of 666002964512;
666002967355; portion o1'666004748897.
TRACT N0.4: ACCESS ROM) CORRIDORS T() NARROWS DAM
PIN NOS.: Portion of 657901484913; portion of 667001271752; portion of 667001152782.
TRACT NO. 5: ACCESS ROAD CORRIDOR T()'I'1 JCKERTOWN DAM
PIN NO.: Portion of 664302656573.
ROWAN COUNTY TAX PARCEL NUMBERS
TRACT NO. 1: RESERVOIRS. DAMS ANI) Pl IB1.IC ACCESS AREAS
PARCEL NOS.: 5060050000001; portion of 515001; portion of 514001; 506004; portion of
506002; 644028; 6000360000001; 645025; 300049; 307278; portion of 301005; portion of
304157; 5060050000002; 6000360000002; portion of 503028.
DAVIE COUNTY TAX PARCEL NUMBERS
TRACT NO. 1: RESERVOIRS, DAMS AND P11131.IC ACCESS AREAS
PARCEI. NOS.: Portion of 06-000-00-065-01; !'7-000-00-O02-01.
DAVIDSON COUNTY TAX PARCEL NUMBERS
TRACT NO. 1: RESERVOIRS. DAMS ANI) Pl1131.1C ACCESS AREAS
PARCEL NOS.: 09999000000)10; 0403200000040; 0402600000013A; portion of
0603700000019; portions of 090010)000005; portion of 0902300000004; 0902400000002;
portion of 0900400000002; portion of 0901300000005A; portion of 0903409000003; another
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BK 784 PG 209 DOC#349142
portion of 0903400000003; 0903400000006; portion of 0903400000008; portions of
1001900000001: portions n1'0202200000001.
MONTGOMERY COUNTY TAX PARCEL NUMBERS
TRACT NO. 1: RESERVOIRS. DAMS AND PUBLIC ACCESS AREAS
PARCEL, NOS.: portions of 667310267345; 66530(1315414; 666212955839; 667200417532;
667214422904; 667200520326; 667200537399; (67417105139; 667313146800; 667313234514;
667200766017; 9999(1099(1165; 999900990165.11'.
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BK 784 PG 210 DOC#349142
SCHEDULE 1 - EXCISE TAX
Excise Tax for the property conveyed by this deed is in the amounts and shall be paid as
described below:
1) Excise Tax for Tract l (See *Note* below for description and explanation):
a) $241,896.00 to Montgomery County
b) $0.00 to Davie County
c) $0.00 to Davidson County
d) $0.00 to Rowan County
e) $0.00 to Stanly County
2) Excise Tax for Tract 2 (See **Note** below for description and explanation):
a) $57.00 to Stanly County
b) $0.00 to Davie County
c) $0.00 to Davidson County
d) $0.00 to Montgomery County
e) $0.00 to Rowan County
3) Excise Tax for Tract 3 (See **Note** below for description and explanation):
a) $4,095.00 to Stanly County
b) $0.00 to Davie County
c) $0.00 to Davidson County
d) $0.00 to Montgomery County
e) $0.00 to Rowan County
4) Excise Tax for Tract 4 (See **Note** below for description and explanation):
a) $9.00 to Stanly County
b) $0.00 to Davie County
c) $0.00 to Davidson County
d) $0.00 to Montgomery County
e) $0.00 to Rowan County
5) Excise Tax for Tract 5 (See **Note** below for description and explanation):
a) $62.00 to Stanly County
b) $0.00 to Davie County
c) $0.00 to Davidson County
d) $0.00 to Montgomery County
e) $0.00 to Rowan County
*Note*: The property conveyed in Tract 1 lies within Stanly County, Rowan County, Davie
County, Davidson County, and Montgomery County. Pursuant to North Carolina General
Statutes Section 105-228.30(a), which provides in part that "If the instrument transfers a parcel
of real estate lying in two or more counties, however, the tax must be paid to the register of
deeds of the county in which the greater part of the real estate with respect to value lies," the
Excise Tax for Tract 1 shall be paid to the Montgomery County Register of Deeds.
84

BK 784 PG 211 DOC#349142
**Note**: The property conveyed in Tract 2, Tract 3, Tract 4, and Tract 5 Iies entirely within
Stanly County, and therefore the Excise Tax for Tract 2, Tract 3, Tract 4, and Tract 5 shall be
paid to the Stanly County Register of Deeds.
85