20150266 Ver 2_401 Application_20171117

Carson Dellinger
Scientist, Project Coordinator
Environmental Resources of the Carolinas, Inc.
72 Brownwood Ave., Asheville, NC 28806
[phone]
CarsonDellin er(a,gmail.com
November 22, 2017
NC DWQ, WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
To Whom It May Concern:
Please find included in this mailing a Preconstruction Notification (PCN) for Mountain
Electric's Sugar Mountain Transmission Line (USACE ID 2017-01900). Five copies of
the plans with culvert designs, waters locations, PCN form, easement blueprints, previous
related 401/404 permits, and agent authorization forms are included in the package.
Similar packages have been sent to USACE, NC Wildlife Resource Commission, and US
Fish and Wildlife.
Please let me know if any additional information is needed.
Best regards,
Carson Dellinger
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Office Use Only:
Corps action ID no. 2fl I4 -C1160
DWQ project no.
Page 1 of 10
PCN Form — Version 1.4 January 2009
Form Version
Pre -Construction Notification (PCN) Fo
1_4 January 2009
nrvarvlm
A.
Applicant Information
4 1 & BUFFER PERMITTING
1.
Processing
1 a. Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes NX No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Mountain Electric Cooperative's Sugar Mountain 69kV Transmission Line
2b.
County:
Avery
2c.
Nearest municipality / town:
Sugar Mountain/ Banner Elk
2d.
Subdivision name:
Norwood Hollow (Substation Site)
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Mountain Electric Cooperative
3b.
Deed Book and Page No.
Rights -of -ways acquired, please see attached file of map and deeds
3c.
Responsible Party (for LLC if
applicable):
Joseph A. Thasker III
3d.
Street address:
604 South Church Street
3e.
City, state, zip:
Mountain City, TN 37683
3f.
Telephone no.:
423-727-1810
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑X Other, specify: Construction/design firm
4b.
Name:
Nathan Bass
4c.
Business name
(if applicable):
UC Synergetic, LLC
4d.
Street address:
123 North White Street
4e.
City, state, zip:
Fort Mill, SC 29715
4f.
Telephone no.:
803-835-7929
4g.
Fax no.:
803-8357825
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Carson Dellinger (Environmental Consultant)
5b.
Business name
(if applicable):
Environmental Resources of the Carolinas, Inc
5c.
Street address:
72 Brownwood Ave.
5d.
City, state, zip:
Asheville, NC 28806
5e.
Telephone no.:
828-450-0161
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
(Sugar Mt Substation) 185708893649
1 b.
Site coordinates (in decimal degrees):
Latitude: Longitude:
1 c.
Property size:
acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Elk River
2b.
Water Quality Classification of nearest receiving water:
C; Tr
2c.
River basin:
Watauga
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Conditions on the site vary from forested, to maintained early successional, to residential and commercial development, to existing roadways.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.07
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,902
3d. Explain the purpose of the proposed project:
To provide adequate electric power supply to the population of Sugar Mountain. Specifically, to power a future electric substation in Sugar Mountain.
3e. Describe the overall project in detail, including the type of equipment to be used:
A 100' right-of-way will be cleared for the length of the transmission line. Non -mechanized clearing will be utilized in stream buffers.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
X PreliminaryFinal
❑ ❑
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Carson Dellinger
Agency/Consultant Company: EROC, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
concurrent with this notification
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
Yes ❑ No E] Unknown
5b. If yes, explain in detail according to "help file" instructions.
A Nationwide 12 Permit was acquired to fill the Sugar Mountain Substation site.
6.
Future Project Plans
6a.
Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
The proposed Sugar Mountain Substation site was previously permitted and graded. USACE Action ID: SAW -2010-01340. Permit attached.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
2h. Comments:
Though a wetland was delineated on the project site, it currently occurs as an early successional wetland. It will be maintained as an early
successional wetland. No fill will be placed in the wetland.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
S3 (unnamed trib)
PER
Corps
4
30
S2 P
Culvert
S9 (unnamed trib)
PER
Corps
4
30
S3 P
Culvert
S12(unnamed trib)
PER
Corps
4
40
S4 P
Culvert
S14 (unnamed trib)
PER
Corps
4
40
S5 P
Culvert
S15 (unnamed trib)
INT
Corps
3
50
S6
Choose one
3h. Total stream and tributary impacts
190
3i. Comments:
The listed 'length of impacts" are the length of the proposed culverts
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f. 6g.
Zone 1 Zone 2
impact impact
(square (square
feet) feet
131
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Culverts have been avoided where possible. Temporary spanning bridges are used where possible.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Designs were modified to avoid placing structures in waters of the US. Crossings over waters of the US attempted, as much as possible, to cross at
perpendicular angles. Stream buffers (25' on each side of streams) will be maintained by non -mechanized clearing. Existing roadways were utilized
for access.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes 0 No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the INC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑x No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
No
state stormwater program in the area. Access roads will be dirt or gravel depending on necessity of material, so imperviousness is indeterminable
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
X❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
X❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑X Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) Project was reviewed by the Rural Utilities Commission of the USDA
E] Yes
X❑ NO
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
E] Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
E] Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No waste water will be generated by the project
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish and Wildlife, NC Wildlife Resources Commission, NC Heritage Database, On-site investigation
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑X Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
US Fish and Wildlife, NC Wildlife Resources Commission, NCDWQ
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑X Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
ON -site investigation by Archaeological Resources of the Carolinas
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
No buildings or fill will be placed in waters of the US. Minimal clearing/ maintenance of vegetation is all that is required.
8c. What source(s) did you use to make the floodplain determination?
FEMA
d,`
A�So✓'L �, �✓vyC�
1
Applicant/Agent's Printed NameApplicant/Agent's
Date
Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRUMON:
LOT NO. W6 PLAN NO. h1/^ PARCEL. ID:
STREET ADDRESS: T►49' 0ioA l lnc., e4 j,,, ..i~ �� � Sc,�� �' / � �►
%4Z3- 72T— 1810
Please print: I
PropertyOwner._�dnc�dh A j�..�c� 4,c4 _S �Hu..k 57� 1�a, ..*a�w �'�Y '%(
Property Owner: A'
The undersigned, registered property owners of the above noted property, do hereby authorize
Carson Dellinger J, of Environmental Resources of the Carolinas, Inc.
(Confiactor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone:
We hereby certify the above Information submitted in this application is true and accurate W the
best of our knowledge.
Authorized Signature Authorized Signature
Date: Date:

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT,
Action ID. 2010-01340, County; Avery U.S.G.S. Quad: NC -Valle Crucis .
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Mountain Electric'Coop/Villao, of Sugar -Mountain 4 Richard Grubb,
Address: 604South Church Street
Mountain City, TN 37683
Telephone Number: 423-727-1900
Nearest Town: Mountain City
Nearest Waterway: Flattoa Creek Coordinatm 36.134010-;N; -81,850
River Basin/ HUC- Watauga
Location description: The project is located .'off Norwood Hollow, in the Village of L&Lar�Xoqiitain, Avery County North
Carolina.
Description of projects area and activity:
has not been determined at this time.
Applicable Law: Section 404 (Clean Water Act, 33 Uk-' 1344)
El Section M(Riv&s and Harbors Act, 33 USC 403)
Authorization- Regional General Permit Number or Nationwide Permit Number. 12
SEEATTACHED RGP orNWP GENERAL, REGtONAL, AND SPECUL COMMONS
Your work is authorized by the above referenced permit provided It Is accomplished in strict actordance with the, attached
conditions and your submitted application and attached information dated hlarch,%, 201�5 Any violation of the attached
conditions or deviation from your submitted plans may subjectithe permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/orappropriate legal action. � . I "I. �i - I I
This verification will remain valid until the expiration date identified below unless the -natiOnWidetregional authorization is modified,
suspended or revoked, if, prior to the expiration date identified below, themationwideftegional. permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwidehegional permit. If the nationwide/regional permit authorization expires or is suspended, revoked, or is
modified, such that the activity would no longer comply with the term and conditions of the nationwide/regional permit, activities
which have commenced (ie., are under construction) or are under contract to commence in reliance upon the, nationwide/regional
permit, Will, remain authorized provided the activity is completed within twelve months ofthedate of the nationwide/regional permit's
expiration, modification, or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or
revoke the authorization.
Activities subject to, Section 404 (asindicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring widiin the twenty- coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management -
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of tmhg conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Tasl;ia WAIexand , dat8 &--7980, ext.,6 or [e-mail].
Corps Regulatory Official �t4 Date: April 13,201
T sha I
Expiration Date of Verification: March 18, 2017

2010-41340
Determination of Jurisdiction:
A. F1 Ba ed on'preliminary information, there appear o
S h peart be waters of the US including -wetlands within the above described project
area. This preliminary deterniiatio isnot
an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33- CFR. Part 331).
B.nThere .are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon, for a period not to exceed five years from the date ofthis
notification.
C. F1 There are waters of ft us and/or wetlands within'the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination maybe relied upon for a period not -to exceed five years from the date- of this notification.
D. The jurisdictional -areas within the above described project area havebeen identified under a previous action. Pleasereferertce
jurisdictional determination issued September 3, 2010. Action ID: SAW -2010-01340.
Basis for Determination. -See, jurisdictional determination 2010-01340
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation1determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1995. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from, the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This, information applies only to approved jurisdictional determinations as indicated in B
and Cabove),
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request toappeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW,. Room I OM 15
Atlanta, Georgia 30303-8801
Phone: (404) 562=5137
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date ofthe NAP. Should you
decide to submit an RFA farm, lust be received at the above address within 60 of the issue date below.
**It isnot necessary to sub4it an 10A for I
Vto the Di)qsio%Office if you do not object to the determination in this correspondence.**
Corps Regulatory
Issue Date of JD: April 13, 2015 Expiration Date of JD: Five years from -Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at http://regulgtM.usacesurvpy.co
Copy furnished: Lynn Mathis, UC Synergetic LLC, 123 North Main Street, Fort Mill, SC 29715

2010-01340
SPECIAL CONDITIONS
Please review the attached North Carolina Wildlife Resources Commission letter dated March 24, 2015.
Construction activities should be avoided from October 15 to April 15 to protect egg and fry stages of trout. All
other recommendations should be considered where practicable.
Please be advised that if additional impacts to waters of the U.S., either on this property or on/adjacent to this
property and associated with this project/activity, are proposed at a later date, those impacts will be combined with
the current impacts to waters of the U.S. and will be reviewed cumulatively. Generally, compensatory mitigation
will be required if individual or cumulative (i.e., past and present) losses or degradation of waters of the U.S. are
greater than 150 linear feet of perennial or intermittent stream channel and/or 0.1 acre of wetland. Additionally,
cumulative impacts that result in the loss or degradation of greater than 300 linear feet of perennial or
intermittent* stream channel, and/or 0.5 acre of wetland, will be processed under an Individual Permit. This
verification of the use of the Nationwide Permit Program for this project does not imply that this office will
necessarily approve any future proposal to impact waters of the U.S. on this property and/or associated with this
project/activity.
* The District Commander has the ability to waive the 300 linear foot limit for intermittent streams on a case-by-
case basis. All requests for waiver must be in writing and shall include rationale for the request.

Action ID Number: 2010-01340 County: Avery
Permittee: Mountain Electric Coop/Village of Sugar Mountain - Richard Grubb
Date Verification Issued: April 13, 2015
Project Manager: Tasha Alexander
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn.: CESAW-RG-A
151 Patton_ Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the
Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or
initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in accordance with
the terms and condition of the said permit, and required mitigation was completed in accordance with the permit
conditions.
Signature of Permittee
Date

I� UM
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 8, 2015
Mountain Electric Coop
Attn. Richard Grubb
604 South Church Street
Mountain City, TN 37683
Village of Sugar Mountain
Attn: David Lane
251 Dick Trundy Lane
Sugar Mountain, NC 28604
Donald R. van der Vaart
Secretary.
DWR # 15-0266
Avery County
Subject: APPROVAL OF,401 WATER QUALITY CERTIFICATION WITH ADDITIONAL
CONDITIONS
Sugar Mountain Substation
Dear Mr. Grubb and Mr. Lane:
You have our approval for the impacts listed below for the purpose described in your
application dated March 4, 2015, received bythe Division of Water Resources (Division) March
12, 2015, with subsequent information on April 1, 2015. These impacts are covered by the
attached Water Quality General Certification Number 3884 and the conditions listed below.
This certification is associated with the use of Nationwide Permit Number 12 once It is Issued to
you by the U.S. Army Corps of Engineers. Please note that you should get any other federal,
state or local permits before proceeding with your project, Including those required by (but not
limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed
regulations.
This approval requires you to follow the conditions listed in the enclosed certifications) or
general permit and the following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification are met. No other impacts are approved,
including incidental impacts. [15A NCAC 02H .0506(b) and/or (c)]
Division of Water Resources -- ARO
2090 US Hwy 70, Swannanoa, North Carolina 28778
Phone: [phone] t FAX: [phone]
Internet: www,newaterquality.org
An Equal Opportunity } Apirmalive Action Employer - Mads in part by recycled paper

Mountain Flectric Coop
DWR# 15-0226
401 APPROVAL i
Page 2 of 3
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
404/401 Wetlands
W1
0.01 (acres)
(acres)
W2
0,01 (acres)
2. This approval is for the purpose and design described in your application, The plans and
specifications for this project are incorporated by reference as part of the Certification.
If you change your project, you must notify the Division and you may be required to
submit a new application package with the appropriate fee. If the property is sold, the
new owner must be given a copy of this approval letter and General
Certifications)/Permit/Authorization and is responsible for complying with all
conditions. [15A NCAC 02H .0507(d)(2)]
3. All wetlands, streams, surface waters, and riparian buffers located within 50 feet of the
construction area on the project site shall be clearly marked (example- orange fabric
fencing) prior to any land disturbing activities and must be maintained on the property
until the project phase is completed. [15A NCAC 02H .0506 (b)(2) and (c)(2) and 15A
NCAC 02H .0507 (c)]
This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1506 by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH) within sixty (80) calendar days.
A petition form may be obtained from the OAH at http:/,(www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone] for information. A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee Is received in the OAH during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official
state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.

Mailing address for the OAH:
If sending via U5 Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Mountain. Electric Coop
DWR# 15-0226
401 APPROVAL
Page 3 of 3
If sending via delivery service (UPS, FedEx, etc);
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of thepetition must also be served to DENR:
John Evans, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division under section 401 of the Clean Water Act.
Please contact Andrew Moore at 828-296-4500 or A_ndrew.W.Moore ncdenr,goy If you have
any questions or concerns.
Sincerely,
G. Landon Davidson, P.G.
Regional Supervisor
Water Quality Regional Operations
Asheville Regional Office
Enclosures: GC 3884
Certificate of Completion
cc: Lynne E. Mathis — UC Synergetic LLC (via email)
Tasha Alexander— USACE Asheville Regulatory Field Office (via email)
Laura Herbert — Division of Energy, Mining, and Land Resources (via email)
Andrea Leslie — NCWRC (via email)
DWR ARO 401 file
DWR 401 & Buffer Permitting Unit file
G:\WR\WQ\Avery\4015\Non-DOT\Sugar Mountain Substation\APRVL,SugarMountainSubstation.4-8-15.docx

Jurisdictional Waters on Occurring on Sugar Mountain Transmission Line Right -of -Way
Sl
Perennial (P)
Flattop Creek
C
25/4
92
36.13431
-81.85042
N
None
S2
P
Bee Branch
C
16/4
80
36.13600
-81.85165
N
None
S3
P
Tributary
First order
4/0.5
82
36.14025
-81.86141
Y
Culvert
W I
Wetland (W)
Tributary
wetland
2907.00 36.14107
-81.86245
Y
None
S4
P
Tributary
channelized
3/2
127
36.14344
-81.86270
Y
None
S5
P
Tributary
channelized
3/2
102
36.14451
-81.86458
Y
None
S6
P
Sugar Creek
C; Tr
20/5
90
36.14416
-81.86967
Y
None
S7
P
Tributary
first order
4/1
496
36.14490
-81.87227
Y
None
culverted under
S8
P
road
first order
4/2
50
36.14510
-81.88157
N
None
S9
P
Tributary
first order
2/2
92
36.14498
-81.88263
N
Culvert
SIO
P
Wildcat Creek
B
12/4
75
36.14467
-81.88642
N
None
SII
Intermittent (1)
Spring
First order
6/1
51
36.14534
-81.88767
N
None
S12
P
Tributary
First order
90
36.14533
-81.88764
N
Culvert
S13
P
Leroy Creek
C
20/6
102
36.14775
-81.89166
N
None
First Order trib to
S14
P
Leroy Creek
First order
4/1.5
86
36.14811
-81.89413
N
Culvert
First Order trib to
S15
1
Leroy Creek
First order
3/1
102
36.151 15
-81.88982
N
Culvert
S16
P
Wildcat Creek
B
12/4
94
36.15676
-81.88660
N
None
S17
P
Elk River
C; Tr
91
36.15752
-81.88646
Y
None

Water Features of Mountain Electric Co-op's Sugar Mountain 69kV Transmission Line ROW
Legend
Streams
Transmission Line ROW
- Substation Locations
wetlands
National Wetland Inventory
FEMA Flood Hazard
Created by EROC. Inc. for
Mountain Electric Cooperative
on October 30, 2017_ from data
layers obtained from UC Synergenic.
LLC, NC One Map, FEMA, and the
US Fish & Wildlife'sNational Wetland
Inventory
Miles
0 0.25 0.5 1
Hvy.
t��
aim
ner
3.
"
gw
}
Hvy.
t��
aim

Water Features of Mountain Electric Co-op's Sugar Mountain 69kV Transmission Line ROW
Legend
Streams
Transmission Line ROW
- Substation Locations
wetlands
National Wetland Inventory
FEMA Flood Hazard lines
Created by EROC, Inc, for
Mountain Electric Cooperative
on October 30, 2017- from data
layers obtained from UC Synergenic.
LLC, PJC One Map, FEMA, and the
US Fish & Wildlife'sNational Wetland
Inventory
Feet
0 250 500 1,000
�a
r
r
n.
=.
s
50
�
FA
x
� ;Ilk
.e._n
a
k
x
.
rry

Water Features of Mountain Electric Co-op's Sugar Mountain 69kV Transmission Line ROW
Legend
Streams
Transmission Line ROW
_ Substation Locations
wetlands
National Wetland Inventory
FEMA Flood H azard lines
Created by EROC, Inc_ for
Mountain Electric Cooperative
on October 30, 2017, from data
layers obtained from UC Synergenic,
LLC, NC One Map. FEMA, and the
US Fish & Wildlife'sNational Wetland
Inventory
Feet
0 250 500 1,000
'
S,

Water Features of Mountain Electric Co-op's Sugar Mountain 69kV Transmission Line ROW
Legend
Strea m s
Transmission Line ROW
- Substation Locations
wetlands
National Wetland Inventory
FEMA Flood Hazard lines
Created by EROC, Inc. for
Mountain Electric Cooperative
on October 30. 2017, from data
layers obtained from UC Synergenic,
LLC, PJC One Map, FEMA_ and the
US Fish & Wildlife'sNational Wetland
Inventory
Feet
0 250 500 1 ClQ�j
�Ft
K

Water Features of Mountain Electric Co-op's Sugar Mountain 69kV Transmission Line ROW
Legend
Streams
Transmission Line FLOW
- Substation Locations
wetlands
National Wetland Inventory
FEMA Flood Hazard lines
Created by EROC, Inc. for
Mountain Electric Cooperative
on October 30, 2017, from data
layers obtained from UC Synergenic,
LLC, NC One Map, FEMA, and the
US Fish & Wildlife'sNational Wetland
Inventory
Feet
0 250 500 1,000

Water Features of Mountain Electric Co-op's Sugar Mountain 69kV Transmission Line ROW
Legend
Streams
Transmission Line ROW
Substation Locations
wetlands
National Wetland Inventory
FEMA Flood Hazard lines
Created by EROC, Inc- for
Mountain Electric Cooperative
on October 30, 2017, from data
layers obtained from UC Synergenic,
LLC, NC One Map, FEMA, and the
US Fish & Wildlife'sNational Wetland
Inventory
Feet
0 250 500 1,000
I
� W1,
- "PAMM
�
M
00"

Water Features of Mountain Electric Co-op's Sugar Mountain 69kV Transmission Line ROW
Legend
Strea m s
Transmission Line ROW
- Substation Locations
wetlands
National Wetland Inventory
FEMA Flood Hazard lines
Created by EROC. Inc_ for
Mountain Electric Cooperative
on October 30, 2017, from data
layers obtained from UC Synergenic,
LLC, NC One Map, FEMA, and the
US Fish & Wildlife'sNational Wetland
Inventory
Feet
0 260 500 1,000

Watershed - Stream 15 Culvert - Stream 15

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 2
Area Listing (selected nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.970 30 Woods, Good, HSG A (1 S)
4.830 55 Woods, Good, HSG B (1 S)
5.800 TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Paste 3
Soil Listing (selected nodes)
Area Soil Subcatchment
(acres) Goup Numbers
0.970
HSG A is
4.830
HSG B is
0.000
HSG C
0.000
HSG D
0.000
Other
5.800
TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 0 2009 HydroCAD Software Solutions LLC Page 4
Pipe Listing (selected nodes)
Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height
Number (feet) (feet) (feet) (ft/ft) (inches) (inches)
1 2P 3,629.20 3,614.00 50.0 0.3040 0.011 24.0 0.0

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 0 2009 HydroCAD Software Solutions LLC Page 5
Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points
Runoff by SCS TR -20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchmentl S: Watershed- Stream 15 Runoff Area=5.800 ac 0.00% Impervious Runoff Depth=1.35"
Flow Length=753' Tc=14.2 min CN=51 Runoff=8.95 cfs 0.652 of
Pond 2P: Culvert- Stream 15 Peak Elev=3,630.77' Inflow=8.95 cfs 0.652 of
24.0" Round Culvert n=0.011 L=50.0' S=0.3040'/' Outflow=8.95 cfs 0.652 of
Total Runoff Area = 5.800 ac Runoff Volume = 0.652 of Average Runoff Depth = 1.35"
100.00% Pervious = 5.800 ac 0.00% Impervious = 0.000 ac

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 @ 2009 HydroCAD Software Solutions LLC Page 6
Summary for Subcatchment 1S: Watershed - Stream 15
Runoff = 8.95 cfs @ 12.09 hrs, Volume= 0.652 af, Depth= 1.35"
Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Type II 24 -hr 10 -Year Rainfall=6.26"
Area (ac)
CN
Description
4.830
55
Woods, Good, HSG B
0.970
30
Woods, Good, HSG A
5.800
51
Weighted Average
5.800
0.16
100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
10.1
100
0.3750
0.16
Sheet Flow, Sheet Flow
I i 1 I I 1 i 1 I I I I I I i 1R�ir�fa;ll-6.�26�
Woods: Dense underbrush n= 0.800 P2= 4.18"
1.5
257
0.3370
2.90
Shallow Concentrated Flow, Shallow Flow
Woodland Kv= 5.0 fps
2.6
396
0.2560
2.53
Shallow Concentrated Flow, Shallow Flow
w
__i__ T --;_--;--; - -; --I-- ;--; --;--- o -f# ©dIpth=35,x, _
Woodland Kv= 5.0 fps
14.2 753 Total
Subcatchment 1 S: Watershed - Stream 15
Hydrograph
1 0
I I I i i 1 I I I I I I i I i i
I I I I I I i i I I I I I I I I I I I ! I I
�
I I I I I 8.95 cfs-r--i-- �-- � --1-- � --j --1-_ j --j _-1--
9
1 24-h r :U0 Ye 'r
: T '�p§�
--1--1--t--J--1--1---1'--1---�--1'--I--1--L-J-----'1--L-J--1'--1- �--
I i 1 I I 1 i 1 I I I I I I i 1R�ir�fa;ll-6.�26�
I UnOff ;Area=x.800 ap
7
,�I#
- -- i --r- -- ; C��
6
w
__i__ T --;_--;--; - -; --I-- ;--; --;--- o -f# ©dIpth=35,x, _
5
LL
1 i i I I I h I I I I t 1 1 t I I1- t II1 1
I I ti _FjOL _LeL
^ 7�y
4
i
I i I I I 1 ,:X I I I I 1 1 I 1 t I I I I MM I I 1
1 1 t I I I tI I I 1 i I 1 t I I ', 0=114. IFI
- -r-ti-- -- --t--
--+--t--r--ti--t---r--1---t--t--r--r--r--t---t--r--I-- +
3
1 i i I I I i i
1 t i I i i I I I I t i i t I I 1 I I I CN -51,
i I i 1 i I 1 1 I I I T 1
- -�--T--t---,- -T-- .,:,�:.. r-_1_-1--r-_I_-7--IF-1--7--r--1--T--�--t--T--I--1--
2
1 i i I I I 1 I I 1 1 1 I 1 1 1 I 1 I 1 1 I
--I--1--t---1--'f'--I�'--I--'�--i'--i--'1--L I--1--I--'I--'f--'I--
1 I i I I I I ��,- I I t I I II I I t I
j
i
I I I i I
I I I I I i I t I I 1 I I I t I I I i I I
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD@ 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 7
Summary for Pond 2P: Culvert - Stream 15
Inflow Area =
5.800 ac,
0.00% Impervious,
Inflow Depth = 1.35" for 10 -Year event
Inflow =
8.95 cfs @
12.09 hrs, Volume=
0.652 of
Outflow =
8.95 cfs @
12.09 hrs, Volume=
0.652 af, Atten= 0%, Lag= 0.0 min
Primary =
8.95 cfs @
12.09 hrs, Volume=
0.652 of
Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Peak Elev= 3,630.77'@ 12.09 hrs
Flood Elev= 3,631.20'
Device Routing Invert Outlet Devices
#1 Primary 3,629.20' 24.0" Round Culvert S-15
L= 50.0' CMP, projecting, no headwall, Ke= 0.900
Outlet Invert= 3,614.00' S= 0.30407' Cc= 0.900
n= 0.011 Concrete pipe, straight & clean
Primary OutFlow Max=8.78 cfs @ 12.09 hrs HW=3,630.75' (Free Discharge)
t1=Culvert S-15 (Inlet Controls 8.78 cfs @ 3.35 fps)
Pond 2P: Culvert - Stream 15
Hydrograph
10r,--:
-- ---- -- - -- - -- - -- ---- ---- -- - -- - -- - -- --
i
_J__L--I--1--1--1--L'-J--�'--I--L--t--�--I----I--J--�---L---1--
I I i 1 I .8.95. cfs I I 1 I i I t 1 I
M Inflow
IM Prima
8.95'cfslr�flo�jv9�`��
8
/ifs(0ea�C�le Y'=W,636.�7� ( I I I I i i 1 i I�
I i I I � 1 1 I I I
�
- ---- - - - - -- ---- ---- - - ---- ----
i I I i 1 1 I I I I I I
7
I I t I I I i/11p 1
-.4__4'-"1--'I'--1--4--f'-'1--1'-"4--4'--1--4'--i--4--f--'1--f'--i--
I
6
I I I i 1 I I I I I I I I I Rou■,d
�-.
VulvLhrt
-1--r--I--T--t--T--r-1--r--I--r--1--T--1--I -r-1--r--1--r--I--T--
y
5
?.'
0,01_1__
p
_J__1_J__1__i_ _1_.L-J__L_J__L__i__1__i1L_JLRJT
4-1
-�--r--1--T--r
'
-�--r-7--r--1--r--r-T--r--r--r-�--r -- � -r--
tI//tA��A
I I I 1 I i I I I I t
2
I I 1 1 I I 1 I 1 1 I 1 I 1 1 1
.y
0
�,.
5
6
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Watershed - Stream 14 Culvert - Stream 14
Bobcat F, a A ��

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 @2009 HydroCAD Software Solutions LLC Page 2
Area Listing (selected nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.300 30 Woods, Good, HSG A (3S)
8.420 55 Woods, Good, HSG B (3S)
0.220 69 50-75% Grass cover, Fair, HSG B (3S)
8.940 TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD0 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 3
Soil Listing (selected nodes)
Area Soil Subcatchment
(acres) Goup Numbers
0.300
HSG A 3S
8.640
HSG B 3S
0.000
HSG C
0.000
HSG D
0.000
Other
8.940
TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 @2009 HydroCAD Software Solutions LLC Page 4
Pipe Listing (selected nodes)
Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height
Number (feet) (feet) (feet) (ft/ft) (inches) (inches)
1 4P 3,672.80 3,666.70 40.0 0.1525 0.011 36.0 0.0

Sugar Mountain Culvert Calfs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 © 2009 HydroCAD Software Solutions LLC Page 5
Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points
Runoff by SCS TR -20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment3S: Watershed- Stream 14 Runoff Area=8.940 ac 0.00% Impervious Runoff Depth=1.67"
Flow Length=827' Tc=19.3 min CN=55 Runoff=15.26 cfs 1.244 of
Pond 4P: Culvert- Stream 14 Peak Elev=3,674.55' Inflow=15.26 cfs 1.244 of
36.0" Round Culvert n=0.011 L=40.0' S=0.15257' Outflow=15.26 cfs 1.244 of
Total Runoff Area = 8.940 ac Runoff Volume = 1.244 of Average Runoff Depth = 1.67"
100.00% Pervious= 8.940 ac 0.00% Impervious = 0.000 ac

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 © 2009 HydroCAD Software Solutions LLC Page 6
Summary for Subcatchment 3S: Watershed - Stream 14
"Channel dimensions are estimated
Runoff = 15.26 cfs @ 12.14 hrs, Volume= 1.244 af, Depth= 1.67"
Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Type II 24 -hr 10 -Year Rainfall=6.26"
Area (ac) CN Description
8.420 55 Woods, Good, HSG B
0.300 30 Woods, Good, HSG A
0.220 69 50-75% Grass cover. Fair. HSG B
8.940 55 Weighted Average
8.940 100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
15.4
100
0.1320
0.11
Sheet Flow, Sheet Flow
Woods: Dense underbrush n= 0.800 P2= 4.18"
0.7
89
0.1970
2.22
Shallow Concentrated Flow, Shallow Flow
Woodland Kv= 5.0 fps
0.7
123
0.3050
2.76
Shallow Concentrated Flow, Shallow Flow
Woodland Kv= 5.0 fps
2.3
321
0.2130
2.31
Shallow Concentrated Flow, Shallow Flow
Woodland Kv= 5.0 fps
0.2
194
0.2070
13.06
163.27 Channel Flow, Channel Flow - Stream
Area= 12.5 sf Perim= 18.4' r= 0.68'
n= 0.040 Mountain streams
19.3 827 Total

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 @2009 HydroCAD Software Solutions LLC Page 7
Subcatchment 3S: Watershed - Stream 14
Hydrograph
7
17-
16
16
15
--;-- --;-- -- --;-
- --;-- --
14
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-r--I-- 1--r--1----r-----r-�� H�6. V'
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5
6 7 8 9 10 11 12
13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 8
Summary for Pond 4P: Culvert - Stream 14
Inflow Area =
8.940 ac,
0.00% Impervious,
Inflow Depth = 1.67" for 10 -Year event
Inflow =
15.26 cfs @
12.14 hrs, Volume=
1.244 of
Outflow =
15.26 cfs @
12.14 hrs, Volume=
1.244 af, Atten= 0%, Lag= 0.0 min
Primary =
15.26 cfs @
12.14 hrs, Volume=
1.244 of
Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Peak Elev= 3,674.55'@ 12.14 hrs
Flood Elev= 3,674.80'
Device Routing Invert Outlet Devices
#1 Primary 3,672.80' 36.0" Round Culvert S-14
L= 40.0' CMP, projecting, no headwall, Ke= 0.900
Outlet Invert= 3,666.70' S=0.1525'/' Cc= 0.900
n= 0.011 Concrete pipe, straight & clean
Primary OutFlow Max=15.11 cfs @ 12.14 hrs HW=3,674.54' (Free Discharge)
'1—'-1 =Culvert S-14 (Inlet Controls 15.11 cfs @ 3.55 fps)
■ Inflow
■ Primary
Pond 4P: Culvert - Stream 14
Hydrograph
- -- - -- ---- -- - -- - -- - -- ---- ---- -- - -- - -- - -- -
I I I I 1 I I I I I 1 I I I I I I 1 I 1 I I 1 I
_.{--}_-4__+__I__+___+__F_-4__}_..{_-}--1--+__i__+__{__.4_}+_
17
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15
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5
6 7 8 9 10 11 12 13
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)
■ Inflow
■ Primary

Watershed - Stream 12
Subcat Reach on
Link
Culvert - Stream 12

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 2
Area Listing (selected nodes)
Area CN Description
(acres) (subcatchment-numbers)
13.580 30 Woods, Good, HSG A (5S)
30.820 55 Woods, Good, HSG B (5S)
0.950 98 Paved Street, HSG B (5S)
45.350 TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 © 2009 HydroCAD Software Solutions LLC Page 3
Soil Listing (selected nodes)
Area Soil Subcatchment
(acres) Goup Numbers
13.580
HSG A 5S
31.770
HSG B 5S
0.000
HSG C
0.000
HSG D
0.000
Other
45.350
TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 @2009 HydroCAD Software Solutions LLC Page 4
Pipe Listing (selected nodes)
Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height
Number (feet) (feet) (feet) (ft/ft) (inches) (inches)
1 6P 3,715.70 3,715.50 40.0 0.0050 0.011 30.0 0.0

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 5
Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points
Runoff by SCS TR -20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment5S: Watershed- Stream 12 Runoff Area=45.350 ac 2.09% Impervious Runoff Depth=1.12"
Flow Length=1,869' Tc=21.1 min CN=48 Runoff=41.82 cfs 4.242 of
Pond 6P: Culvert- Stream 12 Peak Elev=3,718.30' Inflow=41.82 cfs 4.242 of
30.0" Round Culvert x 2.00 n=0.011 L=40.0' S=0.0050'/' Oufflow=41.82 cfs 4.242 of
Total Runoff Area = 45.350 ac Runoff Volume = 4.242 of Average Runoff Depth = 1.12"
97.91% Pervious = 44.400 ac 2.09% Impervious = 0.950 ac

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 © 2009 HydroCAD Software Solutions LLC Page 6
Summary for Subcatchment 5S: Watershed - Stream 12
*Channel dimensions are estimated
Runoff = 41.82 cfs @ 12.18 hrs, Volume= 4.242 af, Depth= 1.12"
Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Type II 24 -hr 10 -Year Rainfall=6.26"
Area (ac) CN Description
30.820 55 Woods, Good, HSG B
13.580 30 Woods, Good, HSG A
* 0.950 98 Paved Street, HSG B
45.350 48 Weighted Average
44.400 97.91 % Pervious Area
0.950 2.09% Impervious Area
Tc
Length
Slope
Velocity
Capacity
Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
12.1
100
0.2410
0.14
Sheet Flow, Sheet Flow
Woods: Dense underbrush n= 0.800 P2= 4.18"
2.2
280
0.1750
2.09
Shallow Concentrated Flow, Shallow Flow
Woodland Kv= 5.0 fps
4.5
430
0.1020
1.60
Shallow Concentrated Flow, Shallow Flow
Woodland Kv= 5.0 fps
0.4
256
0.1100
9.52
119.02
Channel Flow, Channel Flow - Stream
Area= 12.5 sf Perim= 18.4' r= 0.68'
n= 0.040 Mountain streams
0.9
450
0.0800
8.12
101.50
Channel Flow, Channel Flow - Stream
Area= 12.5 sf Perim= 18.4' r= 0.68'
n= 0.040 Mountain streams
1.0
353
0.0450
6.09
76.13
Channel Flow, Channel Flow - Stream
Area= 12.5 sf Perim= 18.4' r= 0.68'
n= 0.040 Mountain streams
21.1 1,869 Total

Flow (cfs)
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Watershed - Stream 03
oSubcat Reach on Lltl�t
Culvert - Stream 03

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 2
Area Listing (selected nodes)
Area CN Description
(acres) (subcatchment-numbers)
0.330 30 Woods, Good, HSG A (9S)
9.410 55 Woods, Good, HSG B (9S)
1.730 69 50-75% Grass cover, Fair, HSG B (9S)
11.470 TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 0 2009 HydroCAD Software Solutions LLC Page 3
Soil Listing (selected nodes)
Area Soil Subcatchment
(acres) Goup Numbers
0.330
HSG A 9S
11.140
HSG B 9S
0.000
HSG C
0.000
HSG D
0.000
Other
11.470
TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 @2009 HydroCAD Software Solutions LLC Page 4
Pipe Listing (selected nodes)
Line# Node In -Invert Out -Invert Length Slope n DiamMidth Height
Number (feet) (feet) (feet) (ft/ft) (inches) (inches)
1 10P 3,784.20 3,781.00 30.0 0.1067 0.011 36.0 0.0

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 5
Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points
Runoff by SCS TR -20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchment9S: Watershed- Stream 03 Runoff Area=11.470 ac 0.00% Impervious Runoff Depth=1.75"
Flow Length=1,068' Tc=17.2 min CN=56 Runoff=22.36 cfs 1.675 of
Pond 10P: Culvert- Stream 03 Peak Elev=3,785.67' Inflow=22.36 cfs 1.675 of
36.0" Round Culvert x 2.00 n=0.011 L=30.0' S=0.1067'/' Outflow=22.36 cfs 1.675 of
Total Runoff Area = 11.470 ac Runoff Volume = 1.675 of Average Runoff Depth = 1.75"
100.00% Pervious= 11.470 ac 0.00% Impervious = 0.000 ac

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 © 2009 HydroCAD Software Solutions LLC Page 6
Summary for Subcatchment 9S: Watershed - Stream 03
"Channel dimensions are estimated
Runoff = 22.36 cfs @ 12.11 hrs, Volume= 1.675 af, Depth= 1.75"
Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Type II 24 -hr 10 -Year Rainfall=6.26"
Area (ac) CN Description
1.730
69
50-75% Grass cover, Fair, HSG B
9.410
55
Woods, Good, HSG B
0.330
30
Woods, Good, HSG A
11.470
56
Weighted Average
11.470
0.15
100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
5.4
50
0.0160
0.15
Sheet Flow, Sheet Flow
Grass: Short n=0.150 P2=4.18"
10.6
963
0.3660
1.51
Shallow Concentrated Flow, Shallow Flow
Forest w/Heavy Litter Kv= 2.5 fps
1.2
55
0.0880
0.74
Shallow Concentrated Flow, Shallow Flow
Forest w/Heavv Litter Kv= 2.5 fps
17.2 1,068 Total
Subcatchment 9S: Watershed - Stream 03
Hydrograph
25 ----1--L—J__.L--L—J--L----J--L--1---1--L—J--1--L--J--1--L—J--1--L—J--
1 i I i I I I 1 I I I i i 1 1 I I I I I 1 I I I ■Runoff
24 ,- -i- - t - -r- -i --t -- ---r--I--I--r--1--7--r--i--7--r--i--T--rT--r-�--
23 _J__1__L_J__1_ 22.36 cfs";_
22,—J__1__L_ J_ _ 1__L ��L
21 I I I 1 I I I II 1 I I I I I 1 I Icy
20---r--r---T--r-r-
J__-I----r--I----r-----r-�{�ayn#aH_'-i6_�`_
18-J__1__L_J__1__L _L__I__J__L__I__1__LLJ�-r,-f Amaztj_��Q:a-
16
17 , I I I I I I 1 I I 1 I I I i I I II I I II{- i I I - ----L_�__1__L_L__I__ WJLWJ_tY
_VIt UMe=:j-675 A# L_
15 , 1 I 1 I I I I i
in 14 ,—1--T--f---1--T--r -7"--I--l--r--I--7—_r--1— 1 r-
1- 13 _J__1__L_J__1__L _L__1__J__L__I__1__LJ-1�1L`4
11 I I I I l I l I 1 I 1 I I I I t i I I
0 12, —1--T--r-1--T--r -r-----i--r--�—7--r--,- 1 I —our r-
-�l�__
LL 11 y/
1 I I I I I I I 1 1 I I I I 1 I i I
10 ,--I--T--r-1--T--,—ri --,--',1 -- rI --,--'1--('--,--7--r--I--;',--
9 _�__1--L—J__1__A.- —
1 1 I 1 I 1 I I 1 i I 1 I i I I 1 1 I
8 ,-�--T--r--1--T--rI --,--T--r--1--T--r--1--T--r-I T ----r-
7 _ 4--1--L--4--1--L--I--4—_4-_—I__4—_l­ --- 4--4--F_4—_I.—_I__4_41� _
I I I I I I i I t I I I I I I 1 I I I I I T
6 ,--1--7--r--I--T-- r--,--i--r--,--7--r--i--7--r-1--T--r—I--T--r—I--
rJ _J__1__L_J__1__ 1-__I__J--L__I__1_—L—J__4--L—J__1--1. --J—_.L__L-4__
1 1 I 1 I I 1 I 1 I i I I I i I I I I I I 1 1
4 ____ _ _
, I T --r--,- T --I -I-- �--r--,--T--r--I--7--r--I--T--r-I--T--r-I--
3-J--1--L--I--1-- I-- 1--1--I--4--l­'--4--4--I——I—— -I- — 4--+--L-4--
2 1 I i IJ -
2
I I I 1 1 I I
--I--T--r--,--T--I I- ---------------------� --- - r ,-
1
0
5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 @2009 HydroCAD Software Solutions LLC Page 7
Summary for Pond 10P: Culvert - Stream 03
Inflow Area =
11.470 ac,
0.00% Impervious,
Inflow Depth = 1.75" for 10 -Year event
Inflow =
22.36 cfs @
12.11 hrs, Volume=
1.675 of
Outflow =
22.36 cfs @
12.11 hrs, Volume=
1.675 af, Atten= 0%, Lag= 0.0 min
Primary =
22.36 cfs @
12.11 hrs, Volume=
1.675 of
Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Peak Elev= 3,785.67'@ 12.11 hrs
Flood Elev= 3,787.20'
Device Routing Invert Outlet Devices
#1 Primary 3,784.20' 36.0" Round Culvert S-03 X 2.00
L= 30.0' CMP, projecting, no headwall, Ke= 0.900
Outlet Invert= 3,781.00' S=0.1067'/' Cc= 0.900
n= 0.011 Concrete pipe, straight & clean
Primary OutFlow Max=22.03 cfs @ 12.11 hrs HW=3,785.65' (Free Discharge)
L1 =Culvert S-03 (Inlet Controls 22.03 cfs @ 3.24 fps)
Pond 10P: Culvert - Stream 03
Hydrograph
L__I__ 1__I__1__L_J__L_J__L_J__1__
■ Inflow
25
'
-�--r-�--T--I-- --
-�--r-�--r-�--r--I--r--I--�--r-�--r-�--r-�--T--
Primary
24
L_J__1__I_ 22.36 cfs_.y__LI--J__L_-I--+__I__-4__L_-i__L_-1-_L--4-_.y__
237--,--T-
,'
I 1 1 I 22.36 ch,
A �A
I i I I - -I - _�[ 1 IY _- yyy a�
-T--� - --r I T� A LTi.'`rlt --
22
'
- 1- -+--+--I-
._
- -
-t-- -1--r--1--*--1-- ---- r-- - --�- +--t --
21
'
'
,
J--L--'--1--'
- i I I I I
--1--�-J--L--'--L--' yy- ' J--' _ 1� I 1 --
1 I I I I I y_
i3; ��{�X�
20
'
-7--r-7--T--r
-�--r--I--r--1--r--I - -r r--
i Ira�i �i Y 1aJ
PV\
19
'
18
,',
-�-- r - I - - T - -,-
-�--r-�--r---I--r--,--T--,--I--F--1--r--I- �fV1�11T--
17F--
16
,',
I I I I I
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I I 1 I I I I I 11 1_ rII_A1 r_ 1 _ � i �
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15
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I-14
FIVtM{Fb�-r M\%
1 4
.". 13
'
--t--r--1--T--r
IrI IrI I I I I I I I 11 1
-�--r-1--r--I--r--r-T--r-�--r--I--r�.V�-�--
12L_J__1__I_
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IL 11
,',
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ii� nI 1
-7--r---r--,--r--,--T--,--7--,----r--7�1Q.�--
11
/
i
L_J-_1__i_
1 1 1 1 1
J__L_J__L_.J_-L--I__1__I__J__L-J__L_
I 1 1 I
9
----rL----,'----;'--'-
-1--}-�--+
;'---'r---J1----r' -- -'----r'I - -
-4-- �-----I,'�--5-I
--U--. ---_i6I 7-iI --_ 7+i1
8
PI--
---
_ -
----�-------7�-
6
- �--r- I --?--1- :<
r--r---r-ti--r--r-r--r- r--r---r- I--r---r--
5
' '
_J__L_J__1__1_
__L_J__L_J__L__I__1__I__J__L_ J__ L_ J__ L_ J__ 1__
qi
-l--T--I--T--I-
-1--r--I T -I--T--1--7--r--1--r- I --r- i --r--
3
i .
.
-'�--4.--1--4L--I-
--L--I--'�--I--"f--L-J--L-'�--L--+--'L--
2
`
1
'
0
,
5 6
7 8 9 10 11 12 13
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Watershed - Stream 09
Cubat Reach on !Link 3
Culvert - Stream 09

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 © 2009 HydroCAD Software Solutions LLC Page 2
Area Listing (selected nodes)
Area
(acres)
CN
Description
(subcatchment-numbers)
4.110
30
Woods, Good, HSG A (11 S)
3.790
49
Pasture/grassland/range, Fair, HSG A (11 S)
6.780
65
Woods/grass comb., Fair, HSG B (11S)
7.230
69
Pasture/grassland/range, Fair, HSG B (11S)
21.520
77
Woods, Good, HSG D (11 S)
43.430
TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 3
Soil Listing (selected nodes)
Area Soil Subcatchment
(acres) Goup Numbers
7.900
HSG A
11 S
14.010
HSG B
11S
0.000
HSG C
21.520
HSG D
11 S
0.000
Other
43.430
TOTAL AREA

Sugar Mountain Culvert Calcs 10242017
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 0 2009 HydroCAD Software Solutions LLC Page 4
Pipe Listing (selected nodes)
Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height
Number (feet) (feet) (feet) (ft/ft) (inches) (inches)
1 12P 3,802.00 3,798.80 40.0 0.0800 0.011 42.0 0.0

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 5
Time span=5.00-30.00 hrs, dt=0.05 hrs, 501 points
Runoff by SCS TR -20 method, UH=SCS
Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method
Subcatchmentl l S: Watershed- Stream 09 Runoff Area=43.430 ac 0.00% Impervious Runoff Depth=2.73"
Flow Length=3,212' Tc=43.4 min CN=67 Runoff=77.93 cfs 9.873 of
Pond 12P: Culvert- Stream 09 Peak Elev=3,804.90' Inflow=77.93 cfs 9.873 of
42.0" Round Culvert x 2.00 n=0.011 L=40.0' S=0.0800'/' Outflow=77.93 cfs 9.873 of
Total Runoff Area = 43.430 ac Runoff Volume = 9.873 of Average Runoff Depth = 2.73"
100.00% Pervious = 43.430 ac 0.00% Impervious = 0.000 ac

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD® 9.00 s/n 05036 02009 HydroCAD Software Solutions LLC Page 6
Summary for Subcatchment 11 S: Watershed - Stream 09
"Channel dimensions are estimated
Runoff = 77.93 cfs @ 12.42 hrs, Volume= 9.873 af, Depth= 2.73"
Runoff by SCS TR -20 method, UH=SCS, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Type II 24 -hr 10 -Year Rainfall=6.26"
Area (ac) CN Description
3.790
49
Pasture/grassland/range, Fair, HSG A
4.110
30
Woods, Good, HSG A
7.230
69
Pasture/grassland/range, Fair, HSG B
6.780
65
Woods/grass comb., Fair, HSG B
21.520
77
Woods, Good, HSG D
43.430
67
Weighted Average
43.430
Woods: Dense underbrush n= 0.800 P2= 4.18"
100.00% Pervious Area
Tc
Length
Slope
Velocity
Capacity Description
(min)
(feet)
(ft/ft)
(ft/sec)
(cfs)
16.4
100
0.1120
0.10
Sheet Flow, Sheet Flow
Woods: Dense underbrush n= 0.800 P2= 4.18"
3.8
264
0.2160
1.16
Shallow Concentrated Flow, Shallow Flow 1
Forest w/Heavy Litter Kv= 2.5 fps
3.9
345
0.3560
1.49
Shallow Concentrated Flow, Shallow Flow 2
Forest w/Heavy Litter Kv= 2.5 fps
5.1
474
0.3790
1.54
Shallow Concentrated Flow, Shallow Flow 3
Forest w/Heavy Litter Kv= 2.5 fps
2.7
559
0.2460
3.47
Shallow Concentrated Flow, Shallow Flow 4
Short Grass Pasture Kv= 7.0 fps
2.9
500
0.1700
2.89
Shallow Concentrated Flow, Shallow Flow 5
Short Grass Pasture Kv= 7.0 fps
4.4
496
0.1420
1.88
Shallow Concentrated Flow, Shallow Flow 6
Woodland Kv= 5.0 fps
4.1
408
0.1090
1.65
Shallow Concentrated Flow, Shallow Flow 7
Woodland Kv= 5.0 fps
0.1
66
0.1850
12.35
154.35 Channel Flow, Channel Flow
Area= 12.5 sf Perim= 18.4' r= 0.68'
n= 0.040 Mountain streams
43.4 3,212 Total

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCADO 9.00 s/n 05036 © 2009 HydroCAD Software Solutions LLC Page 7
Subcatchment 11 S: Watershed - Stream 09
Hydrograph
--r--1--i--r-'I--T--r-,--T--r-'7--
85
I I I 1 1 I
1 I I I 1 i 1 I I I 1 I I I I I I
Runoff
--1--t--r--t--t-- -
--r--I--'1--r--I--Y--r----Y--r--1--t--r-1--t--r-1--
80
1 I I 1 I 77.93 cfs I I 1 I I I I 1 I I I I I I I 1 1
75
�TYp=1=24'r�iYear_
70
�
- �--1--L--f--1--f-
LI
L--I--J--L--I-- f--L--f--1--- f'r"-
65
--1-- --1---I-- --I-
i I I I I I
--I--J-- --I-- --L I _ I r I A
1 I I 1 I I I R 1Ofi QI��i,aTTQ-�� -
unl
60
--I-- I--1---1-- - 1--1--,_
1 1 I 1 .
55
--I--T--r--1--T--r
�1T �--T-R"Of-�lg
=9-8t3�-
r-
--I I I . . I IIiI.40 i-i-Ru16-
#h �=2.-7J
DG-p
3
-�--+--1---f--+--F"
+--I--'1--'--I--i--f"-----+----i--+--F---+--+--F--�--
LL 40
I I I I I I
-'I 1-
I I 1 1 I I I I -F1'�1'11Y Ld"th=3y J--1-- '
--1--�--+---1---+--�--1- --
35
L_ J__ 1__L
__I__J__L__1__1L_ J__ J__ L_ J__ AL_
i��'J
0
30-
_L_
25
25
--i-- � --I---1-- � -1-
I I I i 1- 1
- -1-- '-- --I _ _ 1 I I I I 1 I 1
--� --,- - N, -
-� -
20
20I
1 I I 1 1
I-- i--� ' - I f
I 1 I I �- i
I I I I I I I I t I 1 1 I I 1 1
-1--T--r-1--T--r
- -r---r--,--7---1--7--r-1--T--r-I--T--r -I--
15
I I I 1 I i
1 I I I I 1 1 1 1 1 1 1 1 1 1
---t--r- --r--
-- ---r--I- -t r --i- -i r--i--t--r-n--t--r-'I--
10
I 1 1 I I
-�--t--r--f--t--
I t I I i 1 1 1 I 1 1 I I I I
-1--r- -- --r--t---t--r--t--t--r-y--t--r-y--
5
0
5
6 7 8 9 10 11 12
13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Sugar Mountain Culvert Calcs 10242017 Type 1124 -hr 10 -Year Rainfall=6.26"
Prepared by UCS Synergetic, LLC Printed 10/30/2017
HydroCAD@ 9.00 s/n 05036 @2009 HydroCAD Software Solutions LLC Pape 8
Summary for Pond 12P: Culvert - Stream 09
Inflow Area = 43.430 ac, 0.00% Impervious, Inflow Depth = 2.73" for 10 -Year event
Inflow = 77.93 cfs @ 12.42 hrs, Volume= 9.873 of
Outflow = 77.93 cfs @ 12.42 hrs, Volume= 9.873 af, Atten= 0%, Lag= 0.0 min
Primary = 77.93 cfs @ 12.42 hrs, Volume= 9.873 of
Routing by Stor-Ind method, Time Span= 5.00-30.00 hrs, dt= 0.05 hrs
Peak Elev= 3,804.90'@ 12.42 hrs
Flood Elev= 3,805.00'
Device Routing Invert Outlet Devices
#1 Primary 3,802.00' 42.0" Round Culvert S-09 X 2.00
L= 40.0' CMP, projecting, no headwall, Ke= 0.900
Outlet Invert= 3,798.80' S= 0.08007' Cc= 0.900
n= 0.011 Concrete pipe, straight & clean
Primary OutFlow Max=77.62 cfs @ 12.42 hrs HW=3,804.89' (Free Discharge)
't--1 =Culvert S-09 (Inlet Controls 77.62 cfs @ 4.57 fps)
85
i
80-
75
0 75
70
65
60 '
55
H 50
45
3 '
0 40 ,
LL ,
35
i
30
i
25
20 '
15
10
Pond 12P: Culvert - Stream 09
5 6 7 8
- -W
9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)
Hydrograph
-�--r-�--r--r-r--r-�--r-�--r--I--r--r-r--r-n--r-�--r--1--r-�--r--
I I I I I I I
t I I f I I I 1 1 I I 1 I I I I I
® Inflow
-1--r-1--T--I-- --
- T--r-I r--I--r--I--r--1--i--r-"i--r--1--r-"l--r--
® Prima
t 1 1I 1 1 1I I I I I
i i I 1 I 77.93 cfs I I I 1 I Imo"
ry
_,__r_,__T__I 77.93 cfs
1 I 1 I 1
i - - r - ,- - r -�-- IIS
Inl��� Hr�'a, `T�J.� �y'C�-
I I I 1 I I I I = 3 I
_
_ I__ .T__ y__r_y__ f _
I I i I I
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--
I
I/1/11y
I i I
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i
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I
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-Q - J _ --
I I I I i
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I
1 i 1 I I I 1 I I I i i I II ^t
__L_J__L_J__L-_I__ 1__I__ 1__L_ J__ L_U =40-Fµ1__
I 1 I I t I 1 LIQ iT V V
I I I I
I 1 I I I I
I I I I I
I i 1 I I I I i I 1
I I I I I
I I I I I
-------------
I I I 1 I
----------
I I I I I
I i I i t I
1 i I i I I
I^ �
yr�v
I I 1 I I I I I I 1 I I
I I I I I I I i I I t I I I I
-----------------------------------------
I I I i I I I I 1 t I 1 I I I I
I_ - I --I--� --I_ I I 1 1 I I I I I 1
---------------------------
I I I I I I I 1 1 I 1 I I I 1
I I I I I I I 1 1 I 1 I 1
I 1 I I 1 I I I i
5 6 7 8
- -W
9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
Time (hours)

Kwow what's below.
0111 before you dig.
Call at least three working days
before you plan on digging
North
g1
Carolina •
c811-orgA
Dial 811 or 1-800-6324949
SUGAR MOUNTAIN
O
69kV TRANSMISSION LINE
IVc72017'
ISSUED FOR PERMITTING
" AVERY COUNTY, NORTH CAROLINA
NOVEMBER 01, 2017
BANNER ELK
SITE
I
SITE DATA:
�--, L ti TOTAL SITE AREA-
-!A,
REA:
SUGAR MOUNTAIN eSUGAR i
69kV TRANSMISSION LINE MOUNTAIN i f r.— 1. __ _ �`�� %� TOTAL DISTURBED AREA
lJ
VICINITY MAP
NOT TO SCALE
ESTIMATED QUANTITIES:
NOTES:
• CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES
DURING THE BIDDING PROCESS AND PRIOR TO CONSTRUCTION ACTIVITIES.
AVERY COUNTY, NC
NOT TO SCALE
GENERAL CONTRACTOR NOTES: PROJECT DESCRIPTION
THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER
","IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
PUBLIC RIGHTS—OF—WAYS IN A CLEAN, SAFE, AND USABLE CONDITION. SPILLS
RIGHT—OF—WAY FOR A NEW ELECTRICAL TRANSMISSION
ABBREVIATIONS:
LINE TO BE CONSTRUCTED TO ACCOMMODATE THE
ABBREVIATIONS CON'T:
(BOB)
BASIS OF BEARING
HSS
HOLLOW STEEL
U&M)
CALC. AND MEASURED
HWF
HOG WIRE FENCE
(F)
FOUND
1T
JOINT
(M)
MEASURED
IF
LINEAR FOOT
(R)
RECORD
MIN
MINIMUM
(R')
REFERENCED DOCUMENT
MOL
MORE OR LESS
(S)
SEF
MON
MONUMENT
AB
AGGREGATE BASE
N
NORTH. NORTHING
AC
ACRE
N.O.I.
NOTICE OF INTENT
BC
BRASS CAP
N.O.T.
NOTICE OF TERMINATION
BCHH
BRASS CAP IN HAND HOLE
NAD
NORTH AMERICAN DATUM
BMP
BEST MANAGE. PRACTICE
NAVD
N.AMERICAN VERT. DATUM
BWF
BARB WIRE FENCE
NGS
NATIONAL GEODETIC SURVEY
CALC
CALCULATED
NTS
NOT TO SCALE
CL
CENTERLINE
OC
ON CENTER
CLF
CHAIN LINK FENCE
OD
OUTSIDE DIAMETER
CLR
CLEARANCE
OHE
OVERHEAD ELECTRIC
CMP
CORRUGATED METAL PIPE
OVHD
OVERHEAD
CONIC
CONCRETE
PL
PLATE
CONT
CONTINUOUS
PUE
PUBLIC UTILITY EASEMENT
COR
CORNER
R/RAD
RADIUS
CY
CUBIC YARD
R.O.P.
RATION OF PRECISION
DIA
DIAMETER
R/W
RIGHT OF WAY
DIP
DUCTILE IRON PIPE
BE
REBAR
E
EAST. FASTING
RCP
REINFORCED CONCRETE PIPE
ED .
END OF INFORMATION
S
SOUTH
EA
EACH
SCH
SCHEDULE
EVELEV
ELEVATION
SEC
SECTIONS
EW
EACH WAY
SG
SUBGRADE
FDN
FOUNDATION
SQ
SQUARE
FG
FINISHED GRADE
STD
STANDARD
'FIRM
FLOOD INSUR. RATE MAP
Sy
SQUARE YARD
FL
FLOW LINE
T
TELEPHONE LINE
END
FOUND
T&B
TOP AND BOTTOM
FTG
FOOTING
TOC
TOP OF CONCRETE
GA
GAUGE
TOE
TOP OF FOOTER
GAIN
GALVANIZED
TOW
TOP OF WALL
GAS
I GAS LINE
TYP
TYPICAL
HH
I HAND HOLE
VERT
VERTICAL
HOR
I HORIZONTAL
W
WEST
Kwow what's below.
0111 before you dig.
Call at least three working days
before you plan on digging
North
g1
Carolina •
c811-orgA
Dial 811 or 1-800-6324949
SUGAR MOUNTAIN
O
69kV TRANSMISSION LINE
IVc72017'
ISSUED FOR PERMITTING
" AVERY COUNTY, NORTH CAROLINA
NOVEMBER 01, 2017
BANNER ELK
SITE
I
SITE DATA:
�--, L ti TOTAL SITE AREA-
-!A,
REA:
SUGAR MOUNTAIN eSUGAR i
69kV TRANSMISSION LINE MOUNTAIN i f r.— 1. __ _ �`�� %� TOTAL DISTURBED AREA
lJ
VICINITY MAP
NOT TO SCALE
ESTIMATED QUANTITIES:
NOTES:
• CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES
DURING THE BIDDING PROCESS AND PRIOR TO CONSTRUCTION ACTIVITIES.
AVERY COUNTY, NC
NOT TO SCALE
GENERAL CONTRACTOR NOTES: PROJECT DESCRIPTION
THE CONTRACTOR SHALL MAINTAIN THE STREETS, SIDEWALKS, AND ALL OTHER
MOUNTAIN ELECTRIC IS DEVELOPING THE PROPOSED
PUBLIC RIGHTS—OF—WAYS IN A CLEAN, SAFE, AND USABLE CONDITION. SPILLS
RIGHT—OF—WAY FOR A NEW ELECTRICAL TRANSMISSION
OF SOILS, ROCK, OR OTHER CONSTRUCTION DEBRIS SHALL BE REMOVED FROM
LINE TO BE CONSTRUCTED TO ACCOMMODATE THE
THE PUBLIC PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE
GROWING NEEDS OF THE LOCAL AREA.
PROJECT.
DATED:
CONSTRUCTION SHALL BE STOPPED IF CULTURAL RESOURCES ARE SUSPECTED.
A
IF SIGNS OF AN ARCHAEOLOGICAL SITE, SUCH AS UNUSUAL AMOUNTS OF
GENERAL NOTE:
STONE. BONE, OR SHELL ARE UNCOVERED DURING CONSTRUCTION ACTIVITIES.
EROSION CONTROL PLAN
WORK SHALL BE HALTED NTH80.100 FEET OF THE FIND. A QUALIFIED
A
ARCHAEOLOGIST SHALL BE RETAINED FOR AN ON—SITE EVALUATION.
SEC06
CONSTRUCTION SHALL BE STOPPED AND THE LOCAL FIRE DEPARTMENT
EROSION CONTROL PLAN
CONTACTED IMMEDIATELY IF HAZARDOUS MATERIALS, OR WHAT APPEARS TO
A
BE HAZARDOUS MATERIALS ARE UNCOVERED DURING GRADING OPERATIONS.
SEC08
THE AREA CONTAINING THE HAZARDOUS MATERIAL SHALL BE MARKED OFF
EROSION CONTROL PLAN
UNTIL A MEMBER OF THE FIRE DEPARTMENT CONDUCTS AN INVESTIGATION.
A
ALL SITE WORK SHALL CONFORM TO APPLICABLE LOCAL, STATE, AND FEDERAL
SEC10
LAWS, REGULATIONS, PERMITS, AND DUKE STANDARD PRACTICES. ALL
TRANSMISSION LINE PROFILE
CONDITIONS OF PERMITTING SHALL BE FOLLOWED AND BE CONSIDERED PART
A
OF THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
SEC12
FOLLOWING ALL REQUIREMENTS AS OUTUNED IN THIS PACKAGE.
TRANSMISSION LINE PROFILE
SURVEY:
PREPARED BY:
DAVID K. STERN, PLS (SEAL NUMBER L-1301)
DRAWING TITLE
PHONE (82B) 963-5331
A
ADDRESS: 475 CHURCH HOLLOW RD. BOONE, NC,
SECO2
26607
DATED:
N/A
A
ALL BEARINGS AND COORDINATES ARE RELATIVE TO
GENERAL NOTE:
NC GRID NORTH NAD 83(2011) BASED ON OPUS
EROSION CONTROL PLAN
COMPS.
50 AC.
48 AC.
POJECT DRAWING LIST
DWG. NO.
REV.
DRAWING TITLE
SEC01
A
COVER SHEET
SECO2
A
EROSION CONTROL PLAN
SEC03
A
EROSION CONTROL PLAN
SEC04
A
EROSION CONTROL PLAN
SEC05
A
EROSION CONTROL PLAN
SEC06
A
EROSION CONTROL PLAN
SEC07
A
EROSION CONTROL PLAN
SEC08
A
EROSION CONTROL PLAN
SEC09
A
EROSION CONTROL PLAN
SEC10
A
TRANSMISSION LINE PROFILE
SEC11
A
TRANSMISSION LINE PROFILE
SEC12
A
TRANSMISSION LINE PROFILE
SEC13
A
TRANSMISSION LINE PROFILE
SEC14
A
TRANSMISSION LINE PROFILE
SEC15
A
TRANSMISSION LINE PROFILE
SEC16
A
TRANSMISSION LINE PROFILE
SEC17
A
TRANSMISSION LINE PROFILE
SEC18
A
BEST MANAGEMENT PRACTICES
SEC19
A
BEST MANAGEMENT PRACTICES
AND GENERAL NOTES
SEC20
A
BEST MANAGEMENT PRACTICES
ISSUED/REVISED FOR:
�1u a,R' DATE I DESCRIPTION
A NVB 11/01/17 ISSUED FOR
PERMITTING
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: NTS
CHECKED BY: N. BASS
ELEC. APPROVAL: N/A
CIVIL APPROVAL: N/A
PROJECT DESIGNED FOR.
MOUNTAIN ELECTRIC
COOPERATIVE
PROJECT:
SUGAR MOUNTAIN 69kV
TRANSMISSION LINE
TITLE:
COVER SHEET
SYHE��TK®
UC SYNERGETIC. LLC.
123 NOO1, M Sheet
FW Mill. SC 2971S
NorM CaD m COANo -1217
NOTICE
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONDDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN MIOIE OR PART, NOR
DISCLOSED To OTHERS -OUT THE CONSENT
OF uc SYNERGETIC, uc.
CONTRACTOit SHALL VERIFY ALL CONDITIONS ON
JOB SITE & NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SNOYM ON THESE
DRAMNGS BEFORE PROCEEDING IAN ANY
CONSTRUCTION.
SEAL
?oFP`/�
s
SEAL
PROJECT NUMBER
07794-000
U.AN -' REV.
SEC 01 A

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lit
EROSION CONTROL LEGEND:
CULVERT INSTALLATION
milum PROPOSED ACCESS 'A
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I. DRAWING PROJECTION: NAD83 NORTH CAROLINA STATE PLANES, US
FOOT 3
2. REFERENCE DRAWING 0 794
,, PROFILE
3.
ALL WATERBARS SHALL BE EVENLY SPACED BETWEEN STATIONING.
c�

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u / / f
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/
i
V' I.
I NOTES:
NORTHCAROLINA STATE �-
US
a
DISTURBED�..

ISSUED/REVISED FOR:
BPRi APBY DATE DESCRIPTION
A NV8 11/01/17 ISSUED FOR
PERMITTING
J_
--1
3540
3 500
350013580
3580
3670
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3530
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3490
3490
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3660
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. MULLINS
DATE: 11/01/2017
SCALE: I"=lC)O'H 1-=17V
520
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t; A
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3500
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3450
3530
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3620TITLE:
+
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123 NoM Wh,te S-1
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141� Caroline COA No. XF-1 217
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THE DATA IN THIS DOCUMENT INCORPORATES
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ANY PARTY ACCEPTING THIS DOCUMENT DOES
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So IN CONFIDENCE AND AGREES THAT IT SHALL
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5
00
J00
3,440
3400
15
0o
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TOO
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3,48013570
1
CONTRACTOR SHALL VERIFY ALL CONDITONS ON
JOB SITE & NOTIFY PROJECT MANAGER OF ANY
V RfATONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
REFERENCE DRAWING 07794-SECO2 FOR PLAN VIEW DETAILS
CONSTRUCTION.
'SEAL
HO 50 100
200 300
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SEAL
PROJECT NUMBER
07794-000
AWING I 5E0 I REV.
N
SEC 16 A_

��. i/a• '/a-
ISSUED/REVISED FOR:
LEVEL ABYR. DATE DESCRIPTION
A NVB 11/01/17 ISSUED FOR
PERMITTING
90
369
3750
3750
3830
3830
3910
3910
H
,80
///
'3680
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3900
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:
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
,o
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
-
3670
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SCALE: 1"=700'H 1"=70'V
Y. N. BASS
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APPROVAL: N/A
CIVIL APPROVAL: N/A
3660
3720
: 3120
3100
3800
3880
-
3880
II
PROJECT DESIGNED FOR:
/
\
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COOPERATIVE
^50
:
n
-
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:
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3700
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123 NONN Write Street
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THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC. LLC.
ANY PARTY ACCEPTING 11IS DOCUMENT DOES
.
:
3600
3660
:
:
:
3660
3740
: 33740
3820
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CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
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vABI SITE t FROM DIMENsIONs SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING MTH ANY
CONSTRUCTION.
REFERENCE DRAWING 07794-SEC03 FOR PLAN VIEW DETAILS
SEAL
HO 60 100 200
300
"StIt
v o
SEAL
PROJECT NUMBER
07794-000
DRAWNG I SEQREV.
No.
SEC 11 A

roI'''II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I'''I III 1 1 1 11 11 1 1 1 1 I I FT� a' JH
8 11 2a 21 J 5
REFERENCE DRAWING 07799-SECD4 FOR PIAN VIEW DETAILS
H 0 50 100 200 300
w
vo 5 ID
ISSUED/REVISED FOR:
tFvfL ABYR DATE DESCRIPTION
A NVB 11/01/17 ISSUED FOR
PERMITTING
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: 1"=100'H 1"=10'V
CHECKED BY:9tJ
ELEC. APPROVALCIVIL APPROVAL:
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
PROJECT:
SUGAR MOUNTAIN 69kV
TRANSMISSION LINE
TI TLE:
TRANSMISSION LINE
PROFILE
�YPE.Z�TIC
UC SYNERGETIC, LLC.
123 N.dh While SI—t
Fort Mill, SC 29715
North Carolina COA No. NF -1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC. LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF UC SYNERGETIC. LLC
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
SEAL
`AV1\1111l I1��A',
i 2oQ�H C�1��
PROJECT NUMBER
07794-000
AWING REV.
No.
SEC 12 A
--
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3910
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3850
880
a
3880
REFERENCE DRAWING 07799-SECD4 FOR PIAN VIEW DETAILS
H 0 50 100 200 300
w
vo 5 ID
ISSUED/REVISED FOR:
tFvfL ABYR DATE DESCRIPTION
A NVB 11/01/17 ISSUED FOR
PERMITTING
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: 1"=100'H 1"=10'V
CHECKED BY:9tJ
ELEC. APPROVALCIVIL APPROVAL:
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
PROJECT:
SUGAR MOUNTAIN 69kV
TRANSMISSION LINE
TI TLE:
TRANSMISSION LINE
PROFILE
�YPE.Z�TIC
UC SYNERGETIC, LLC.
123 N.dh While SI—t
Fort Mill, SC 29715
North Carolina COA No. NF -1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC. LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF UC SYNERGETIC. LLC
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
SEAL
`AV1\1111l I1��A',
i 2oQ�H C�1��
PROJECT NUMBER
07794-000
AWING REV.
No.
SEC 12 A
_ _
m
3900
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1
389+
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4010
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REFERENCE DRAWING 07799-SECD4 FOR PIAN VIEW DETAILS
H 0 50 100 200 300
w
vo 5 ID
ISSUED/REVISED FOR:
tFvfL ABYR DATE DESCRIPTION
A NVB 11/01/17 ISSUED FOR
PERMITTING
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: 1"=100'H 1"=10'V
CHECKED BY:9tJ
ELEC. APPROVALCIVIL APPROVAL:
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
PROJECT:
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NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC. LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF UC SYNERGETIC. LLC
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
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DRAWINGS BEFORE PROCEEDING WITH ANY
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lEVf7. ABY DATE DESCRIPTION
A NVB 11/01/17 ISSUED FOR
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DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: 1"=100'H 1"=10'V
CHECKED BY: N. BASS
ELEC. APPROVAL:N/A
CIVIL APPROVAL: N/A
PROJECT DESIGNED FOR.
MOUNTAIN ELECTRIC
COOPERATIVE
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SUGAR MOUNTAIN 69kV
TRANSMISSION LINE
TITLE:
TRANSMISSION LINE
PROFILE
UC SYNERGETIC. LLC
123 NoOh WTae Sb f
Fon MIR SC 29715
NOM Carolina CGA No. *F-1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETC, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
50 IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPUCATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF UC SYNERGETC, I.I.C.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SIZE a: NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
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lEVf7. ABY DATE DESCRIPTION
A NVB 11/01/17 ISSUED FOR
PERMITTING
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ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: 1"=100'H 1"=10'V
CHECKED BY: N. BASS
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PROJECT DESIGNED FOR.
MOUNTAIN ELECTRIC
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SUGAR MOUNTAIN 69kV
TRANSMISSION LINE
TITLE:
TRANSMISSION LINE
PROFILE
UC SYNERGETIC. LLC
123 NoOh WTae Sb f
Fon MIR SC 29715
NOM Carolina CGA No. *F-1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETC, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
50 IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPUCATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF UC SYNERGETC, I.I.C.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SIZE a: NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
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DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: 1"=100'H 1"=10'V
CHECKED BY: W BASS
ELEC. APPROVAL: 1 N/A
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TITLE:
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123 NmM While S"I"t
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NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPUCATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF UC SYNERGETIC, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
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A NVB 11/01/17 ISSUED FOR
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DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: 1"=100'H 1"=10'V
CHECKED BY: W BASS
ELEC. APPROVAL: 1 N/A
CIVIL APPROVAL: N/A
PROJECT DESIGNED FOR:
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TRANSMISSION LINE
TITLE:
TRANSMISSION LINE
PROFILE
�NER�TIC®
UC SYNERGETIC, LLC.
123 NmM While S"I"t
Fort Mill, SC 29715
NoM1h Carolina COA No. KF -1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPUCATED IN WHOLE OR PART, NOR
DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF UC SYNERGETIC, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING WITH ANY
CONSTRUCTION.
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TYPICAL ROAD SECTION
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NOT TO SCALE
DESIGN CRITERIA
AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
PAD THICKNESS: 6" MINIMUM
PAD ENTRANCE WIDTH: 24' MINIMUM
PAD LENGTH: 100' MINIMUM
LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO
PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT
CURVES IN PUBLIC ROADS. UNDERLAY STONE WITH FILTER FABRIC LINER.
A FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP AND SOIL FOUNDATION.
THE FILTER FABRIC MAY BE MADE OF WOVEN OR NON -WOVEN MONOFILAMENT YARNS, AND SHOULD MEET
THE FOLLOWING MINIMUM REQUIREMENTS:
A: THICKNESS: 20 - 60 MM;
B: GRAB STRENGTH: 90 - 120 LB; and,
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FILTER FABRIC LINER / x/12' MIN.
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MAINTENANCE REQUIREMENTS:
INSPECT CONSTRUCTION ENTRANCES AFTER EACH RAINFALL AND MAINTAIN THE GRAVEL PADS
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SITE. THIS MAY REQUIRE PERIODIC CLEAN UP AND TOPDRESSING WITH 2 -INCH STONE.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS. CONSTRUCTION ENTRANCES SHALL BE REMOVED PER OWNER'S REQUEST.
1 CONSTRUCTION ENTRANCE
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SILT FENCE CONSTRUCTION SPECIFICATIONS:
1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2. SILT FENCE DRAINAGE AREA OF 1/4 ACRE OR LESS PER 100 LF.
3. WIRE MESH REINFORCEMENT SHALL CONSIST OF 14 GAUGE WIRE X 6" SPACING.
4. SYNTHETIC FILTER FABRIC MIN. REQUIREMENTS:
A. TENSILE STRENGTH - 90 LBS
B. PERMITTIVITY - 0.05 SEC -1
C. APPARENT OPENING SIZE - 30 US STD. SIEVE
D. ULTRAVIOLET STABILITY - 70%
6. FILTER FABRIC SHALL BE FASTENED TO THE UP-SLOPE SIDE OF THE FENCE POSTS, SUPPORTED BY WIRE MESH.
EXTEND WIRE MESH TO THE BOTTOM OF THE TRENCH. WIRE OR PLASTIC TIES SHOULD BE USED TO SECURE THE
FABRIC AND WIRE MESH TO THE FENCE POSTS.
7. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE NOTES:
1. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REPAIRS REQUIRED IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SILT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE TT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. ONCE THE DRAINAGE AREA HAS BECOME PERMANENTLY STABILIZED, ALL THE FENCE MATERIALS, AND ANY SEDIMENT DEPOSITS ARE
TO BE REMOVED. THE DISTURBED AREA SHALL THEN BE GRADED SMOOTH AND PROPERLY SEEDED AND MULCHED.
n SILT FENCE
L NOT TO SCALE
INSTALLATION:
SLOPES: PROPERLY PREPARE, FERTILIZE AND SEED AREA TO BE
COVERED BEFORE BLANKET IS APPLIED. MATTING MAY BE
INSTALLED EITHER VERTICALLY OR HORIZONTALLY ON SLOPES.
SWALES AND WATERCOURSES: PROPERLY PREPARE, FERTILIZE
AND SEED AREA TO BE COVERED BEFORE BLANKET IS APPLIED.
MATTING SHALL BE INSTALLED IN THE DIRECTION OF WATER
FLOW. OVERLAP ADJOINING MAT SECTIONS APPROXIMATELY
4"-6".
STAPLING INSTRUCTIONS:
USE WIRE STAPLES, .091" IN DIAMETER OR GREATER, "U"
SHAPED WITH LEGS 6" LONG OR LONGER AND 1" CROWN. SIZE
AND GAUGE OF STAPLES USED WILL VARY WITH SOIL
CONDITIONS. DRIVE STAPLES VERTICALLY INTO THE GROUND.
USE FOUR STAPLES ACROSS AT THE START OF EACH ROLL. FOR
SLOPE INSTALLATIONS, STAPLE ALONG THE LENGTH OF THE
ROLL AT 6 FT. INTERVALS, ALTERNATING THE PLACEMENT OF
THE STAPLES AS SHOWN. FOR DITCH LINERS, STAPLE ALONG
USE 4 STAPLES ACROSS AT THE START OF EACH ROLL
AND CONTINUE TO STAPLE THROUGHOUT THE LENGTH
OF THE ROLL.
TYPICAL STAPLING PATTERN FOR SLOPES AND
SWALES/DRAINAGE CHANNELS:
EROSION CONTROL FABRIC SPECIFICATIONS: NORTH
AMERICAN GREEN OR APPROVED EQUAL PRODUCTS -
S75 SINGLE NET STRAW BLANKET - FOR SLOPES AND
SENSITIVE AREAS. S150 DOUBLE NET STRAW BLANKET -
FOR SWALES AND HIGH VELOCITY AREAS.
THE LENGTH OF THE ROLL AT 4 FT. INTERVALS, ALTERNATING
THE PLACEMENT OF THE STAPLES AS SHOWN. USE A COMMON
ROW OF STAPLES ON ADJOINING BLANKETS.
� 1 �
EROSION CONTROL MATTING .m
3 NOT TO SCALE
ISSUED/REVISED FOR:
t. DATE I DESCRIPTION
3 n/m/n II'muD NOR
PROJECT MANAGER: N. BASS
ENGINEER: J. ERAN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: NTS
CHECKED BY: N. BASS
ELEC. APPROVAL: N/A
CIVIL APPROVAL: N/A
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
SUGAR MOUNTAIN 69kV
TRANSMISSION LINE
EROSION CONTROL
DETAILS
SYNEIR'6ETI4C '
UC SV NERGETIC LLC
123 NoNh W de St—t
Fon Mill, SC 29715
NaM Cuoli"a COA No, NF -1217
NOTICE:
RIE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC, LLC.
ANY PARTY ACCEPTING RiIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES PIAT IT SHALL
NOT BE DUPLICATED IN WHOLE OR PART, NOR
DISCLOSED TO OPIERS WITHOUT THE CONSENT
OF UC SYNERGETIC. LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE & NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOWN ON THESE
DRAWINGS BEFORE PROCEEDING W1 ANY
CONSTRUCTION.
SEAL
k�0S82ws°�t�"
07794-000
DRAVWNG I SED I REV.
SEC 18 A

lir
CLASS 1 RIP RAP - MIN.
1 FT. HEIGHT AND EXTENDI FT.
BEYOND EDGES OF OPENING
STEEL POST
(1.33 LB./LIN. FT. STEEL -
5FT. MIN. LENGTH)
IIIIIIIIIIIII '�''
m u
SYNTHETIC
FILTER FABRIC
8 Fr MAX. SPACING WITH WIRE SUPPORT FENCE;
6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE
(EXTRA STRENGTH FABRIC MUST BE USED).
SILT FENCE CONSTRUCTION SPECIFICATIONS:
1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2. SILT FENCE DRAINAGE AREA OF 1/2 ACRE OR LESS PER 100 LF.
3. SILT FENCE WITH ROCK OUTLET SHALL BE APPLICABLE FOR DRAINAGE AREAS OF 1/2 ACRE OR LESS.
4. WIRE MESH REINFORCEMENT SHALL CONSIST OF 14 GAUGE WIRE X 6" SPACING.
5. SYNTHETIC FILTER FABRIC MIN. REQUIREMENTS:
A. TENSILE STRENGTH - 90 LBS
B. PERMITTIVITY - 0.05 SEC -1
C. APPARENT OPENING SIZE - 30 US STD. SIEVE
D. ULTRAVIOLET STABILITY - 70%
6. FILTER FABRIC SHALL BE FASTENED TO THE UP-SLOPE SIDE OF THE FENCE POSTS, SUPPORTED BY WIRE
MESH.
EXTEND WIRE MESH TO THE BOTTOM OF THE TRENCH. WIRE OR PLASTIC TIES SHOULD BE USED TO
SECURE THE
FABRIC AND WIRE MESH TO THE FENCE POSTS.
7. OUTLETS SHALL BE PLACED AT LOW POINTS OF TERRAIN (AS NEEDED), OR APPROXIMATELY SO FT.
SPACING.
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
CLASS 1 RIP RAP - MIN. 1 FF. HIGH AND EXTEND
1 FT. BEYOND EDGE OF OPENING
18" MIN.
FABRIC HEIGHT
RUNOFF
18"-24"
#57 WASHED STONE, 1 FT. THICKNESS ON
UP-SLOPE SIDE OF RIP RAP
I
N �I IIS,
4--
ROCK SECTION DETAIL
TRENCH WITH GRAVEL
SILT FENCE MAINTENANCE:
1. INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN DEPOSITS REACH 30% OF
FENCE HEIGHT.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE
PERMANENTLY STABILIZED.
3. REPLACE FENCE FABRIC SHOULD IT TEAR, DECOMPOSE, OR BECOME INEFFECTIVE.
4. UPON PROJECT COMPLETION, REMOVE FENCING MATERIALS AND UNSTABLE SEDIMENT. PROPERLY STABILIZE ALL
DISTURBED AREAS.
SILT FENCE WI'
NOT TO SCALE
'°"'I"'1 I I I ''"'"'"'"1 1 I I I ' •'
1 2� s " a a Ia 11 I: I 1 4 a
GENERAL CLEARING AND CONSTRUCTION NOTES:
1. ACCESS TO THE LINE CORRIDOR FOR CLEARING AND CONSTRUCTION WILL GENERALLY BE VIA THE RIGHT-OF-WAY, AS PHYSICALLY POSSIBLE. ACCESS MAY ALSO BE OBTAINED VIA PUBLIC (DOT)
AND/OR PRIVATE PROPERTY, WITH PROPER EASEMENT RIGHTS. CONSTRUCTION ACTIVITIES SHALL, AT ALL TIMES, BE CONFINED TO THE R/W LIMITS UNLESS AUTHORITY TO ENTER UPON SAID
PROPERTY HAS BEEN OBTAINED. ACCESS RIGHTS HAVE BEEN OBTAINED IN EACH OF THE AREAS SHOWN OUTSIDE THE TRANSMISSION R/W.
2. BRUSH AND CLEARED VEGETATION DEBRIS FROM THE TRANSMISSION R/W CORRIDOR SHALL BE "CHIPPED" AND SPREAD UNIFORMLY OVER THE R/W. DEBRIS FROM AREAS OUTSIDE R/WON
PRIVATE PROPERTY MAY BE SPREAD ON GROUND IF PERMISSION GRANTED BY PROPERTY OWNER.
3. SITE DEVELOPMENT GRADING, CONSTRUCTION, AND BMP MEASURES SHALL BE INSTALLED SO AS TO COMPLY WITH STATE AND LOCAL REGULATIONS. INSTALLED BMP MEASURES SHALL BE FIELD
VERIFIED AS APPROPRIATE.
4. ALL UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVIENENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF
CONSTRUCTION ACTIVITIES. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER/PROJECT MANAGER IMMEDIATELY.
5. THE CONTRACTOR SHALL PROTECT ALL ADJACENT CURBS, TREES, PAVEMENT, UTILITIES, SIDEWALKS, ETC. DURING CONSTRUCTION. ALL DAMAGE INCURRED TO SUCH FACILITIES OUTSIDE THE
CONSTRUCTION AREA SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR.
6. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK AND DURING CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES
EXIST BETWEEN THE CONSTRUCTION PLANS AND ACTUAL FIELD CONDITIONS.
7. SEEDING OF ALL DISTURBED AREAS FOR STABILIZATION SHALL BE THE RESPONSIBILITY OF THE GRADING CONTRACTOR. TEMPORARY OR PERMANENT SEEDING FOR ALL DISTURBED AREAS WITH A
GROUND SLOPE STEEPER THAN 3:1(3 HORIZONTAL, 1 VERTICAL) SHALL BE PERFORMED WITHIN 7 CALENDAR DAYS FOLLOWING THE LAST LAND -DISTURBING ACTIVITY. TEMPORARY OR
PERMANENT GROUND COVER ON ALL OTHER DISTURBED AREAS SHALL BE PROVIDED WITHIN 14 CALENDAR DAYS FOLLOWING THE LAST LAND -DISTURBING ACTIVITY. FOR SEEDING
SPECIFICATIONS, REFER TO MOUNTAIN ELECTRIC COOPERATIVE'S "BEST MANAGMENT PRACTICES FOR STORMWATER MANAGEMENTAND EROSION CONTROL ON SUBSTATION AND
TRANSMISSION LINE PROJECTS". SEE ALSO THE PROJECT MANUAL SPECIFICATIONS.
8. PER NPDES PERMITTING REQUIREMENTS (GENERAL PERMIT NCG 010000), ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED FOR PROPER OPERATION AND REPAIR AT
LEAST ONCE EVERY 7 CALENDAR DAYS. ALSO, ALL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS FOLLOWING ANY STORM EVENT GREATER THAN 0.50 INCHES (OF RAIN) WITHIN A 24 HOUR
PERIOD. DURING CONSTRUCTION, A WRITTEN RECORD OF DAILY RAINFALL AMOUNTS SHALL BE RETAINED AND MADE AVAILABLE UPON REQUEST. IF NO RAINFALL OCCURS IN A DAY, A "ZERO"
SHALL BE RECORDED ON THE INSPECTION FORM. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ANY/ALL NPDES INSPECTIONS FOR THE PROJECT AREA.
9. IN ADDITION, PER NC DENR PERMITTING REQUIREMENTS, ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED AFTER COMPLETION OF EACH PHASE OF CONSTRUCTION ON
THE PROJECT, TO MAKE SURE THE APPROVED EROSION CONTROL PLAN IS BEING FOLLOWED. THESE INSPECTIONS ARE IN ADDITION TO NPDES INSPECTIONS, AND MUST BE KEPT ON FILE FOR
DENR REVIEW.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES TO HELP PREVENT EROSIVE CONDITIONS AND OFF-SITE SEDIMENTATION FROM DEVELOPING ON THE CONSTRUCTION SITE.
THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE CONSTRUCTION PLANS AND MAINTAIN THESE MEASURES THROUGHOUT PROJECT CONSTRUCTION
UNTIL SITE STABILIZATION HAS BEEN ACHIEVED. ADDITIONAL MEASURES COULD BE NEEDED TO HELP PREVENT EROSIVE CONDITIONS. SHOULD THIS SITUATION DEVELOP, THE CONTRACTOR SHALL
CONTACT THE PROJECT ENGINEER/PROJECT MANAGER IMMEDIATELY FOR ASSISTANCE.
11. FAILURE TO INSTALL AND OPERATE, OR MAINTAIN ALL EROSION CONTROL MEASURES MAY RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB UNTIL SUCH MEASURES ARE CORRECTED
TO REQUIRED STANDARDS.
12. NO MECHANIZED EQUIPMENT USED FOR CLEARING IS PERMITTED INSIDE OF JURISDICTIONAL STREAM BUFFERS (25 FT. EITHER SIDE OF TOP OF STREAM BANK). ALL SUCH AREAS SHALL BE HAND
CLEARED/CUT.
13. GRASSING SHALL BE TAILORED TO SITE SPECIFIC CONDITIONS, STEEPNESS OF SLOPES, CLIMATE, LOCATION AND ELEVATION. SEEDING REQUIREMENTS MAY CHANGE IN CERTAIN AREAS DUE TO
SPECIAL REQUIREMENTS SUCH AS LAWN AREAS OR PASTURES.
14. PERSON TO CONTACT SHOULD EROSION AND SEDIMENT CONTROL ISSUES ARISE DURING LAND -DISTURBING ACTIVITY: RICHARD GRUBB -MOUNTAIN ELECTRIC COOPERATIVE (423-727-7308).
15. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
16. THE CONTRACTOR SHALL TAKE ACTION AT ALL TIMES TO MINIMIZE THE TRACKING OF MUD ONTO PAVE ROADWAYS FROM CONSTRUCTION AREAS, AND THE GENERATION OF DUST. THE
CONTRACTOR SHALL REMOVE SOIL/MUD FROM PAVEMENT DAILY.
17. THE CONTRACTOR SHALL AT ALL TIMES BE RESPECTFUL OF HOMEOWNERS PROPERTY AND TRAFFIC FLOW PATTERNS.
18. THE CONTRACTOR SHALL AT NO TIME ENTER UPON OR BEGIN CONSTRUCTION ON A PARCEL WITHOUT HAVING PREVIOUSLY OBTAINED PROPER EASEMENT OR CONSTRUCTION RIGHTS.
2-3" DIAMETER
DESIGN CRITERIA EDGE OF WASHED STONE, 6-
r PAVEMENT DEPTH (MIN.)
AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
PAD THICKNESS: 6" MINIMUM
PAD ENTRANCE WIDTH: 24' MINIMUM
PAD LENGTH: 50' MINIMUM
FILTER FABRICS
LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM
UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS. UNDERLAY
STONE WITH FILTER FABRIC LINER.
A FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIP RAP
AND SOIL FOUNDATION.
THE FILTER FABRIC SHALL BE NON -WOVEN MONOFILAMENT
YARNS, AND SHOULD MEET THE FOLLOWING MINIMUM
REQUIREMENTS:
A: THICKNESS: 20 - 60 MILS;
B: GRAB STRENGTH: 90 - 120 LB; and,
C: CONFORM TO ASTM D-1682 OR ASTM D-177.
MAINTENANCE REQUIREMENTS:
INSPECT CONSTRUCTION ENTRANCES AFTER EACH RAINFALL AND MAINTAIN THE GRAVEL
PADS IN A CONDITION SO AS TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC CLEAN UP AND TOPDRESSING WITH
2 -INCH STONE. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED,
OR TRACKED ONTO PUBLIC ROADWAYS. CONSTRUCTION ENTRANCES SHALL BE REMOVED PER
OWNER'S REQUEST.
SECTION VIEW
FILTER FABRIC LINER
PLACE FILTER STONE AROUND 18"
CMP PIPE TO PREVENT CRUSHING.
MIN.
2-3" DIAMETER COARSE AGGREGATE STONE
6" DEPTH MIN.
PERSPECTIVE VIEW
ISSUED/REVISED FOR:
I'DATE DESCRIPTION
A
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: NTS
CHECKED BY: N. BASS
ELEC. APPROVAL: N/A
CIVIL APPROVAL: N/A
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
SUGAR MOUNTAIN 69kV
TRANSMISSION UNE
EROSION CONTROL
DETAILS
UC SYNERGETIC
UC SYNERGETIC. LLC.
123 North WNIM Sosal
Fon Mill. SC 29715
No. Carolina COA No. IRF -1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC, LLC.
ANY PARTY ACCEPTING MIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN MOLE OR PART, NOR
DISCLOSED TO OTHERS MTHOUT THE CONSENT
OF UC SYNERGETIC. LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHOMJ ON MESE
DRAMNCS BEFORE PROCEEDING MM ANY
CONSTRUCTION.
REV.
A

°"I'''IIIIIIIIIIIIIIIIIIilllllllllllllllllllll
as
SHALLOW SEDIMENT PIT
AT END OF WATER BAR
4
/•' I'I'I I I
1 3
� 6" WEIR
-li
RIP RAP /WASHED STONE SECTION A - A
FILTER AROUND SEDIMENT PIT VIEW LOOKING DOWNSTREAM
RIP RAP / WASHED STONE
FILTER AROUND SEDIMENT PIT
WATERBAR A
INSTALL TRAP SECTION ROUND TRAP
GRADE
APPROX. 2% SLOPE
A
4, a 6
SMALL SEDIMENT PIT AT
SECTION VIEW END OF WATER BAR
2:1 SIDE SLOPES
OR RATTER. 5:1 MAX
COMPACTED SOIL FOR VEHICLE CROSSING
ABC STONE
(CRUSHER-RUN)OPE SU
-v —13" MIN
9" -III
=111 -III- - "
SECTION THROUGH WATER BAR
NOTES:
CAP STONE BACKFILL WITH
W SED AN
RBRAPPED
#57 STONE FOR DRNFABILITY
1. FOR ALL ACCESS ROAD SLOPES GREATER THAN 10%, GRAVEL AND INSTALL
6" TYP.
FILTER FABRIC LINER
WATER BAR.
(GALVANIZED OR ALUMINUM COATED
WCTH
PIPE TO PREVENT CRl15HING
CLASS 1 RIP RAP
STEEL, 2 STRANDED, 2-1/2 TO
J
INSTALLATION FREQUENCY
- --
2, TO BE USED ON R/W AS CONDITIONS WARRANT, WHERE MORE EXTENSIVE
NOTES:2.
1.
2.
SECTION VIEW
GATE SHOULD BE INSTALLED AS DIRECTED BY ENGINEER (GATE SHOULD OPEN "IN', WHERE POSSIBLE) ASTM A321)
INSTALL NCDOT STD.
3.
GRADING/GRAVELING IS REQUIRED FOR ACCESS CONSTRUCTION.
SLOPE
SPACMG
TRAP VOLUME
TRAP 512E
WEIR ME
FLOWING STREAMS SHALL BE DAMMED VYITH WATER PUMPED AROUND
CONSTRUCTION UNTIL CULVERT TNSTALIATION IS COMB£TE.
(%)
(FT)
(OI.FT.)
(RttUnim[nGeO)
(Lblglh)
3. FOR ALL PROPOSED ACCESS ROADS, WATER BARS HAVE BEEN SHOWN ON
<s%
1zs
63
3'1h EEP
r
THE EROSION AND SEDIMENT CONTROL PLAN DRAWINGS ONLY IN AREAS
s m to
im
SO
3kb DEEP
r
..... �.... ... ........... ..........« .... ......
• ••••-••-••••�• "MT034"""""""SD""'"""""""75'
10m 2D
75
38 ......
3k5k2SDEEP
I'll",..........
2'
I..
AND/OR ENVIRONMENTAL CONDITIONS MAY REQUIRE THE INSTALLATION OF 1
>35
25
13
Ta212.TDEEP
2'
WATER BARS AND/OR WATER BARS WITH SEDIMENT PITS IN AREAS WITH
LESSER SLOPE. WHERE SUCH CONDITIONS OCCUR, WATER BARS SHALL BE
INSTALLED PER THE SPACING IN THE ABOVE TABLE.
rc1 WATERBAR WITH SEDIMENT PIT
V NOT
TC—UE
PLACE FILTER #57 WASHED
STONE AROUND PIPE TO
PREVENT CRUSHING
STONE
(6" DEEP)
STREAMBANK
BEYOND ROADWAY
2-3" DIAMETER WASHED STONE, 6" DEEP
EXTEND 25' BEYOND BANK ON EACH SIDE
r- 1 FT.
SECTION VIEW
11
RIP -RAP (FILL
WITH CLASS A)
PIPE SIZED TO CARRY NORMAL FLOW
WHEN FLOWING HALF FULL. USE
DUCTILE IRON, CMP, OR RCP ONLY.
STREAM BANK
25 FT (TVP.)
Im
FIBERGLASS/COMPOSITE/TIMBER (OR GRAVEL) MATS FOR APPROACH
'REFERENCE NOTE BELOW`
BRIDGE PANELS
BRIDGE P TO BE SUPPORTED ON SUBGRADE
TIMBER SUPPORT
OR FIBERGLASS/COMPOSITE/TIMBER MATS
/REOVAL
DGE NOTES•
STRU E SHALL BE CONSTRUCTED AT OR ABOVE BANK ELEVATION TO PREVENT THE ENTRAPMENT OF PLO MATERIALS AND DEBRIS.
ALL BE PLACED PARALLEL TO AND ON STABLE BANKS. FIBERGLASS/COMPOSITE MATS SHALL BE UTILIZED THE BRIDGE ABUTMENT.
R SHALL BE RESPONSIBLE FOR INSTALLING BRIDGE ABUTMENTS.
PANS SHALL BE CONSTRUCTED TO SPAN THE ENTIRE CHANNEL
EMOVAL OF THE BRIDGE, ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED FOR STABILIZATION IMMEDIATELY.
AS POSSIBLE, ALL BRIDGES SHALL BE INSTALLED PERPENDICULAR TO STREAM CHANNELS.
USED FOR CROSSING STREAMS THAT CANNOT BE CROSSED VIA MATS
NCDOT STD. CLASS 1 RIP RAP
ENERGY DISSII
PLAN VIEW
NOTES:
1. ROAD APPROACHES CROSSING 5:1 OR FLATTER.
2. PIPE m EXTEND A MINIMUM DISTANCE OF 1' BEYOND UNTT5 OF RIP RAP
FILL.
3. NCDOT STD. CLASS 1 RIP RAP ro M USED m ARMOR BANKS.
4. MINERT INSTALLATION MUST BE PERFORMED IN 'Mr CONDITIONS.
FLOWING STREAMS SHALL BE DAMMFO WITH WATER PUMPED MOUND
CONSTRUCTION UN1IL CULVERT INSTALLATION 5 COMPLLTE.
nV TNYBGNOTSD PERMANENT CULVERT INSTALLATION
OEMPOA
V (ROCK BACKFILL ONLY) NOT TO SCALE
SUPPORT FENCE POST
MIN. 4"X4" TREATED LUMBER
F BRACE - 4"X4" TREATED LUMBER
GATE POST - MIN. 12"X12" TREATED TIMBER
TWO HINGES (INSTALL TOP ONE DOWN,
BOTTOM ONE UP)
FENCE POST MR.) _',STANDARD TWO 4' X 10' TUBULAR
4"X4" TREATED LUMBER OR J Iy3 STEEL FARM GATES
3"+/- ROUND, TREATED FENCE POST /
(MIN. 3' EMBEDMENT -EARTH) /
MIN. S EMBEDMENT IN EARTH
MIN. 3'EMBEDMENT IN CONCRETE
BRACE - 4"X 4" TREATED LUMBER
SUPPORT/FENCE POST
CAP STONE BACKFILL WITH
#57 STONE FOR DRWEABILITY
r 6" TYP
FILTER FABRIC LINER -
PLACE FILTER STONE AROUND-- _ FILL
�L
PIPE TO PREVENT CRUSHING II I I -~ CLASS I RIP RAP
-I II
- .- CULVERT
SECTION VIEW
INSTALL NCDOT STD.
CLASS 1 RIP RAP STREAM
T TO 4' FOR CULVERT
INLET STABILIZATION
WASHED STONE —
NCDOT STD. CLASS 1 RIP RAP
ENERGY DISSI.
CAP STONE BACKFILL WITH
W SED AN
RBRAPPED
#57 STONE FOR DRNFABILITY
PLAN VIEW
6" TYP.
FILTER FABRIC LINER
PLACE FILTER STONE AROUNDFILL
(GALVANIZED OR ALUMINUM COATED
WCTH
PIPE TO PREVENT CRl15HING
CLASS 1 RIP RAP
STEEL, 2 STRANDED, 2-1/2 TO
J
- --
CULVERT
NOTES:2.
1.
2.
SECTION VIEW
GATE SHOULD BE INSTALLED AS DIRECTED BY ENGINEER (GATE SHOULD OPEN "IN', WHERE POSSIBLE) ASTM A321)
INSTALL NCDOT STD.
3.
PIPE TO EXTEND BEYOND LIMITS OF RIP -NAP.
CLASS 1 RIP RAP
STREAM
4.
3' TO W FOR CULVERT
FLOWING STREAMS SHALL BE DAMMED VYITH WATER PUMPED AROUND
CONSTRUCTION UNTIL CULVERT TNSTALIATION IS COMB£TE.
INLET STABILIZATION
WASHED STONE —
NCDOT STD. CLASS 1 RIP RAP
ENERGY DISSII
PLAN VIEW
NOTES:
1. ROAD APPROACHES CROSSING 5:1 OR FLATTER.
2. PIPE m EXTEND A MINIMUM DISTANCE OF 1' BEYOND UNTT5 OF RIP RAP
FILL.
3. NCDOT STD. CLASS 1 RIP RAP ro M USED m ARMOR BANKS.
4. MINERT INSTALLATION MUST BE PERFORMED IN 'Mr CONDITIONS.
FLOWING STREAMS SHALL BE DAMMFO WITH WATER PUMPED MOUND
CONSTRUCTION UN1IL CULVERT INSTALLATION 5 COMPLLTE.
nV TNYBGNOTSD PERMANENT CULVERT INSTALLATION
OEMPOA
V (ROCK BACKFILL ONLY) NOT TO SCALE
SUPPORT FENCE POST
MIN. 4"X4" TREATED LUMBER
F BRACE - 4"X4" TREATED LUMBER
GATE POST - MIN. 12"X12" TREATED TIMBER
TWO HINGES (INSTALL TOP ONE DOWN,
BOTTOM ONE UP)
FENCE POST MR.) _',STANDARD TWO 4' X 10' TUBULAR
4"X4" TREATED LUMBER OR J Iy3 STEEL FARM GATES
3"+/- ROUND, TREATED FENCE POST /
(MIN. 3' EMBEDMENT -EARTH) /
MIN. S EMBEDMENT IN EARTH
MIN. 3'EMBEDMENT IN CONCRETE
BRACE - 4"X 4" TREATED LUMBER
SUPPORT/FENCE POST
CAP STONE BACKFILL WITH
#57 STONE FOR DRWEABILITY
r 6" TYP
FILTER FABRIC LINER -
PLACE FILTER STONE AROUND-- _ FILL
�L
PIPE TO PREVENT CRUSHING II I I -~ CLASS I RIP RAP
-I II
- .- CULVERT
SECTION VIEW
INSTALL NCDOT STD.
CLASS 1 RIP RAP STREAM
T TO 4' FOR CULVERT
INLET STABILIZATION
WASHED STONE —
NCDOT STD. CLASS 1 RIP RAP
ENERGY DISSI.
T CROSSINGTYPICAL PIPE GATE
/ NOT TO SCALE � NOT TO SCALE
ISSUED/REVISED FOR:
DATE
LEW1 AByPR. DESCRIPTION
A I NVB 11/01/17 DSSUEO u°R
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: NTS
CHECKED BY: N. BASS
ELEC. APPROVAL: N/A
CIVIL APPROVAL: N/A
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
PROJECT:
SUGAR MOUNTAIN 69kV
TRANSMISSION UNE
TITLE:
EROSION CONTROL
DETAILS
UC. SYNERGETIC®
UC SYNERGETIC, LLC.
123 NarM WNR9 Sil
FW Mill, SC 29715
NDrth CRrolinR COA N. OF -1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN NNOLE OR PART, NOR
DISCLOSED TO OTHERS MTiOUT THE CONSENT
OF UC SYNERGETIC, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHO'M! ON THESE
DRANINGS BEFORE PROCEEDING `MTH ANY
CONSTRUCTION.
SEAL
A71L1111I//l
.roQZH s
$
PERMANENT DOUBLE CULVERT INSTALLATION07794-000
No. REV.
(ROCK BACKFILL ONLY) NOTT°vnlP SEC 20 A
HT1
W SED AN
RBRAPPED
- - -
PLAN VIEW
W AROUND POSTS
MIN. 3' EMBEDMENT IN CONCERETE J
PLAN VIEW
(GALVANIZED OR ALUMINUM COATED
STEEL, 2 STRANDED, 2-1/2 TO
NOTES:
15-1/2 GAGE STEEL, +POINT BARBS -1.
ROAD AF9ROAOIES CROSSING SU OR FLATTER.
NOTES:2.
1.
2.
SLOPE APPROACHES TO CROSSING 2:1 OR FLATTER
SPILLWAY LENGTH=BANK TO BANK WIDTH OF STREAM OR AS SHOWN ON PLAN.
GATE SHOULD BE INSTALLED AS DIRECTED BY ENGINEER (GATE SHOULD OPEN "IN', WHERE POSSIBLE) ASTM A321)
P @ m E EXTEND A MINIMUM DISTANCE OF V BEYOND LIMITS OF RIP RM
3. rF`U o sro. aw55 I Rm RAP ro BE USED m MINOR B1NKs.
3.
PIPE TO EXTEND BEYOND LIMITS OF RIP -NAP.
MSTALLATION
4. CULVERT MUST BE PERFORMED IN'DRY CONDITIONS.
4.
T
CLASS ARIP-RAP TO BE USED TO ARMOR BANKS.
FLOWING STREAMS SHALL BE DAMMED VYITH WATER PUMPED AROUND
CONSTRUCTION UNTIL CULVERT TNSTALIATION IS COMB£TE.
T CROSSINGTYPICAL PIPE GATE
/ NOT TO SCALE � NOT TO SCALE
ISSUED/REVISED FOR:
DATE
LEW1 AByPR. DESCRIPTION
A I NVB 11/01/17 DSSUEO u°R
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE: 11/01/2017
SCALE: NTS
CHECKED BY: N. BASS
ELEC. APPROVAL: N/A
CIVIL APPROVAL: N/A
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
PROJECT:
SUGAR MOUNTAIN 69kV
TRANSMISSION UNE
TITLE:
EROSION CONTROL
DETAILS
UC. SYNERGETIC®
UC SYNERGETIC, LLC.
123 NarM WNR9 Sil
FW Mill, SC 29715
NDrth CRrolinR COA N. OF -1217
NOTICE:
THE DATA IN THIS DOCUMENT INCORPORATES
PROPRIETARY RIGHTS OF UC SYNERGETIC, LLC.
ANY PARTY ACCEPTING THIS DOCUMENT DOES
SO IN CONFIDENCE AND AGREES THAT IT SHALL
NOT BE DUPLICATED IN NNOLE OR PART, NOR
DISCLOSED TO OTHERS MTiOUT THE CONSENT
OF UC SYNERGETIC, LLC.
CONTRACTOR SHALL VERIFY ALL CONDITIONS ON
JOB SITE h NOTIFY PROJECT MANAGER OF ANY
VARIATIONS FROM DIMENSIONS SHO'M! ON THESE
DRANINGS BEFORE PROCEEDING `MTH ANY
CONSTRUCTION.
SEAL
A71L1111I//l
.roQZH s
$
PERMANENT DOUBLE CULVERT INSTALLATION07794-000
No. REV.
(ROCK BACKFILL ONLY) NOTT°vnlP SEC 20 A
HT1

ABBREVIATIONS: ABBREVIATIONS CON'T:
(BOO)
BASIS OF BEARING
HSS
HOLLOW STEEL
(C&M)
CALC. AND MEASURED
HWF
HOG WIRE FENCE
(F)
FOUND
JT
JOINT
(M)
MEASURED
LF
LINEAR FOOT
(R)
RECORD
MIN
MINIMUM
(R•)
REFERENCED DOCUMENT
MOL
MORE OR LESS
(S)
SET
MON
MONUMENT
AB
AGGREGATE BASE
N
NORTH, NORTHING
AC
ACRE
N.O.I.
NOTICE OF INTENT
BC
BRASS CAP
N.O.T.
NOTICE OF TERMINATION
BCHM
BRASS CAP IN HAND HOLE
NAD
NORTH AMERICAN DATUM
BMP
BEST MANAGE. PRACTICE
NAVD
N. AMERICAN VERT. DATUM
BNF
BARB WIRE FENCE
NGS
NATIONAL GEODETIC SURVEY
CALC
CALCULATED
NTS
NOT TO SCALE
CL
CENTERLINE
OC
ON CENTER
CLF
CHAIN LINK FENCE
OD
OUTSIDE DIAMETER
CLR
CLEARANCE
OHE
OVERHEAD ELECTRIC
CMP
CORRUGATED METAL PIPE
OVND
OVERHEAD
CONIC
CONCRETE
PL
PLATE
CONT
CONTINUOUS
PUE
PUBLIC UTILITY EASEMENT
CDR
CORNER
R/RAD
RADIUS
CY
CUBIC YARD
R.O.P.
RATION OF PRECISION
DIA
DIAMETER
RIVO
RIGHT OF WAY
DIP
DUCTILE IRON PIPE
RB
REBAR
E
EAST, FASTING
RCP
REINFORCED CONCRETE PIPE
E.O.I.
END OF INFORMATION
S
SOUTH
EA
EACH
SCH
SCHEDULE
EVELEV
ELEVATION
SEC
SECTIONS
EW
EACH WAY
SG
SUB -GRADE
FON
FOUNDATION
SQ
SQUARE
FG
FINISHED GRADE
STD
STANDARD
FIRM
FLOOD INSUR. RATE MAP
Sy
SQUARE YARD
FL
ROW LINE
T
TELEPHONE LINE
FND
FOUND
T&B
TOP AND BOTTOM
FTG
FOOTING
TOC
TOP OF CONCRETE
GA
GAUGE
TOF
TOP OF FDOTER
GALV
GALVANIZED
TOW
TOP OF WALL
GAS
LINE
TYP
ttPICAL
HH
HAND HOLE
1M
VERT
VERTICAL
HOR
HORIZONTAL
W
WEST
■mow
0111 behn you dig.
Call at least three v rking days
before you plan on digging
North
Carolina Carolina
.MB17.orR \,i
Dial 811 or 1-800-632-4949
PERMANENT CULVERT DESIGN
FOR THE
SUGAR MOUNTAIN
69kV TRANSMISSION LINE
ISSUED FOR PRELIMINARY REVIEW
AVERY COUNTY, NORTH CAROLINA
MBER 28, 2017
VICINITY MAP
NOT TO SCALE
AVERY COUNTY, NC
NOT TO SCALE
POJECT DRAWING LIST
DWG. NO.
REV.
DRAWING TITLE
CUL01
B
COVER SHEET
CUL02
B
CULVERT DRAINAGE DESIGN,
STREAM 15
CUL03
8
CULVERT DRAINAGE DESIGN,
STREAM 14
CUL04
B
CULVERT DRAINAGE DESIGN,
STREAM 12
CUL05
B
CULVERT DRAINAGE DESIGN,
STREAM 03
CUL06
B
CULVERT DRAINAGE DESIGN,
STREAM 09
ISSUED/ tEVISED FOR:
M B R' DATE DESCRIPTION
ISSUED FOR
A CJH 07/18/17 PRELIMINARY
REVIEW
REVISED PER NEW
B CJI Oa/./17 USACE STREAM
DELINEATION
PROJECT MANAGER: N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE 06/30/2017
SCALE 1'100'
CHECKED BY: N. BASS
ELEC. APPROVAL' N/A
CML APPROVAL' N/A
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
SUGAR MOUNTAIN 69kV
TRANSMISSION UNE
COVER SHEET
alis/;®
UCTOA
7217
1
NOM C
NOTICE
THE DATA N THIS DOCIAIENT INCORPORATES
PROPHETMY IrG HTS OF UC SYNERGETIC LLC.
MY PARTY ACCEPTING THIS DOio.) NT DOES
SO IN i—IDEDIM AND AGREES THAT IT SHALL
NOT BE DUPUCATFD IN NNOLE OR PMT, NOR
dSCLOSET TO OTERS WiNOUT TIE CONSERT
OF 11C SYNERGETIC. LLC.
CONTRACTaR SHALL VEIIFY ALL CONDFTO1S ON
JOB STE a: NOTIFY PROECT MANAGER OF ANY
VAMATiaN n—I DNEN90NS SHOMN ON TESE
DRAWNGS BEFORE PROCEEDING WTH MY
07794-000
Na REV.
CUL 01 8

PRELIMINARY
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR --
TRANSMISSION LINE
TRANSMISSION UNE _
RIGHT-OF-WAY
WATERSHED BOUNDARY
WATER DROP —
STREAM
CULVERT (1 - 24")
TRANSMISSION LINE �Q7
STRUCTURE
GROUNDCOVER INFORMATION
TYPE $OIL MTING AOtES
WOODS 8 4.83
WOODS A 0.97
TOTAL: 5.80
HYDROLOGIC SOIL INFORMATION
MAP UNIT SYMBOL MAP SINK NAMf MTING
PND B
CRE B
SPD A
_ t
J ff F/ J� ! / J �✓ i\ ate\ �<\\\t \ ~�4. -„� S �a \ �'.
N--
it
,
00
VVl00DS
LENGTH OF PIPE: 50.0'
INVERT OUT: 3614.01
ISSUED/REVISED FOR:
LET¢
p
DATE
DESCRIPTION
ISSUED FOR
A
CJR
07,A%M7
PRELIMINARY
REVIEW
REVISED PER NEW
B
CJI
09/28/77
USACE STREAM
DEUNEA11ON
PROJECT
MANAGER:
N. BASS
ENGINEER: J. ERVIN
DESIGNER: C. HOPKINS
DRAFTIR C. HOPKINS
DATE 08/30/2017
SCALE 1'-100'
CHECKED BY: N. BASS
ELEC. APPROVAL: N/A
CINL APPROVAL• N/A
'pRojEc'r DESIGNED FIX.
MOUNTAIN ELECTRIC
COOPERATIVE
RO.ECT:
SUGAR MOUNTAIN 69kV
TRANSMISSION IINE
CULVERT DRAINAGE
DESIGN, STREAM 15
Sir
UC SYNERGETIC, LLC.
123 NOM While Street
Fort Mill. SC 29715
NOM Camliae COA No. kF-1217
NOTICE:
TIE DATA N TMS DO LIMONT NW9PoRATES
PROPIETARY RIOM a NC SYN RQIIC. LLC
ANY PARTY ACCEPMM TMS OOLUE7IT DOES
so N CONFOEMM NO AOIEM THAT R 11ALL
NOT E DUKJCATED N MOLE Olt PART, NOR
OBODTD TO OIIRTO TTma f TIE CONTTIT
OF UC SMEItOERG I.I.C.
CONTRACTOR TIAL 1iRFY ALL COIdROlB ON
JOB WE ! NOTIFY MA= MAN O OF ANY
VNBATZ NRON OBER90NS sworn ON THESE
oRAMNos BETOE PROOlIDNO TETR ANY
racDnl
'SEAL
SEAL
NUMBER
07 94 00
CUL 02 B

LEGEND
EXISTING MA30R CONTOUR
EXISTING MINOR CONTOUR
TRANSMISSION LINE
TRANSMISSION LINE
RIGHT-OF-WAY
WATERSHED BOUNDARY
WATER DROP
STREAM
CULVERT (I - 36')
TRANSMISSION LINE
STRUCTURE
GROUNDCOVER INFORMATION
WOODS B
8.42
WOODS A
0.30
GRASS B0.22
_
TOTAL: 1
894
�
HYDROLOGIC SOIL INFORMATION
MAB UNIT -- — 1NAME RAnNG
—
PltD
SQ'- B
SPD A
CIE aw rex B
ISSUED,(REVISED FOR:
f LEIG.Appy'L DATE DESCRIPTION
ISSUED FOR
A CJI 07,AS/17 PREUMINARY
REVIEW
i USACE STREAM REVISED PER NEW
B CIH 00I
DE1JNEAT1
(woo
...................
F"iI i Di (GRASS)
'PROJECT MANAGER: N. BASS
ENGINEER: L ERVIN
DESIGNER: C. HOPKINS
DRAFTER: C. HOPKINS
DATE' 06/30/2017
SCALE.'
CHECKED BY. N. BASS
ELEC. APPROVAL
CIVIL 0
ROJECT DESIGNED FOR:
W D)
MOUNTAIN ELECTRIC
COOPERATIVE
7 AIR MOUNTAIN 69kV
TRANSMI�~� - ��
SSION ISSION UNE
TUE: CULVERT DRAINAGE
DESIGN, STREAM 14
UC SYNERGETIC, _LC
It123 11 White Street
F,d Mill, SIC 29715
N1. Carolina C0ANo. #F-1217
'NOTICE,
_ \\\ \�\
THE DATA N IM DOM61I 1111CORPOIFIARS
PROPMETAItY ROM OF UIC 111190111 U.C.
WT K
30 N ODWMrW$M AND IN *KUE OR PARTAMM TMT IT awl
I 1K0
OF I SVINI 70 U.a1110Ui TIE .11
--INVERT IN: 3672.8'
C011111AI SI M3WY All 00111)M0N4 ON
LENGTH OF PIPE: 40.0' MAK-AM OF MY
ON 7NQ
•
(WO ------
-110 MM ANY
INVERT OUT: 3666.7' SDI
S14
2 SEAL
----------
H-0- 50 --------
W,
07M-00~\� \ \ �� ` �� �\ t ` \---�""- ---/ 0
ORAIIM I ZQ I _ I
CUL 05.3 B

PRELIMINARY
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
TRANSMISSION LINE
TRANSMISSION LINE _
RIGHT-OF-WAY
WATERSHED BOUNDARY
WATER DROP —
STREAM
CULVERT (2-36")
TRANSMISSION LINE m -
STRUCTURE �.LJ
GROUNDCOVER INFORMATION
Ina
naE son AnnNc
—S
WOODS B
30.82
WOODS A
13.58
PAVEMENT B
0.95
TOTAL:
45.35
HYDROLOGIC SOIL INFORMATION
MAP UNR SYMBUL MAV UNR NAME MnNG
PnD ffaE„, Yoa.. B
SPD K A
GE a B
m e
\ X\X'\
I
\\A -`, LENGTH OF PIPE: 40_0-
INVERT OUT: 3715.5'
_ /�INVERT IN: 3715.7
\ \ i DSS \/
'9Ao
\CrE
NT \\
�jJ A
{ PPRO
f SLOP
L ! 1 f
NGrh: 25611.0%
-�ROX.LOPE. -10.201,3ec2----- \
430'
S% \
-\ '} ZI/ ••-,���
\ \ _ \
ISSUED/REVISED FOR:
Ina
DATE
DESCRIPTION
ISSUED FOR
A
CJI
07AaII7
PRELIMINARY
RENEW
REVISED PER NEW
B
CJI
09/20/17
USAGE STREAM
DELJNEATION
PROJECT
MANAGER:
N. BASS
ENGINEER: d ERVIN
DESIGNER G HOPKINS
DRAFTER: G HOPKINS
DATE: 06/30/2017
SCALE 1'200'
CHECKED BY: N. BASS
C. APPROVAL N/A
dVIL APPROVAL- N/A
PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
PROJECT.
SUGAR MOUNTAIN 69kV
TRANSMISSION LINE
CULVERT DRAINAGE
DESIGN, STREAM 12
WID
1LLC.
UC SYNERGETIC,
123 NoM WNiW Su
FM Mill, SC 29715
NOM Car m COA No, FF -1217
NOTICE
TE DATA N T9! DOCAENT NW WMIM
PROPPI[TAM RIENI OF UC 9YNETOE116 Ur—
CANY PARTY AD®INO DO DOMMEW DMI
ANY
90 N DONFEDICE AND AM= TNT R 9WL
NOI E MOLICATD N 04OLE OR PART, NOR
Dismo PD TO Omm ■INQR TE OONIETT
OF LIC 511EIDtlM. MG
COIIIRACIOL !HALL VERIFY ALL CDLp1M16 011
X9 NX 9 NOISY PAU= EALIAADE111 OF ANY
VANAIM FROM D9EI90NI 910111 ON I EK
DRA9 IIEPM PROCEM 0 1IIH ANY
caHnRucJ1DIL
SEAL
SEAL
MJMM
07 94 0
CUL 04 B

PRELIMINARY
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
TRANSMISSION LINE
TRANSMISSION LINE
RIGHT-OF-WAY
WATERSHED BOUNDARY
WATER DROP
STREAM
CULVERT (1-36-)
TRANSMISSION LINE
STRUCTURE
GROUNDCOVER INFORMATION
tflfl
ttve sou IunNc
Awes
GRASS B
1.73
WOODS B
9.41
WOODS A
0.33
TOTAL:
11.47
HYDROLOGIC SOIL INFORMATION
Nne UNR- N UNR note lunnc
PnD B
SpD FJ A
CrE B
ISSUED/REMSED FOR:
tflfl
P
DATE
DESCMP7ICN
ISSUED FOR
A
CJH
W/19/M7
PRELIMINARY
RENEW
REVISED PER NEW
B
CJH
00/=,17
USACE STREAM
DEUNEA71CN
PROJECT
MANAGER:
N. BASS
ENGINEER: J. ERVIN
DESIGNER: G HOPKINS
DRAFTER: G HOPKINS
DATE 06/30/2017
SCALE: 1•_200•
CHECKED BY: N. BASS
ELEG APPROVAL: N/A
LT
APPROVAL: N/A
'PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
'PROJECT:
SUGAR MOUNTAIN 69kV
TRANSMISSION UNE
CULVERT DRAINAGE
DESIGN, STREAM 03
UC SYNERGETIC. LLC.
123 NOM —t, St—
Fort Mill, SC 29715
NOM Gamboa COA No. VF -1217
NoRGE
THE DATA N TO COMMENT NOOWORATFS
PROPMETANY MOM OF UC S1TII)NIE . LLL
ANY PARTY ACCEPWIO THIS DOCUMENT DOES
90 N CONFIDENCE AND AOEFS THAT R SHALL
NOT IS DUPLWA70 N WICUE Oft PART. NOR
DOOD® TO OTHFR9 TETHOR THE CONSENT
OF UC STATIC. LLL'
CONTRACTOR S L LARRY ALL CODMONS ON
in 911E • No1FY PROJECT MN AON OF ANY
VARIA7009 FROM ONDOOO SHOWN ON T69E
DRAW7D9 BEFORE PROOIDRIO WTI MY
0061M1CII0IL
Ism
SEAL
7794
0 00
CUL 05 B

PRELIMINARY
i
4,
1 S9
GRASS _ �� 1 'INVERT IN: 3802.0'-
(GRASS) INVERT OUT: 3798.8'
o. J-
WtD f SLOPE 1 9oa o S$
wv� w WOODS ♦ Jl�l
wt
WtD
(WOODS) r
_ \
(GRASS) ,`1 ` �
pP?go Nt{., 500 OWo \ `
P n D Wt D -�
// \
- (GRASS) (GRASS)___
--41+� �___ — SpE �—
LEGEND
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
TRANSMISSION LINE r_
TRANSMISSION UNE _
RIGHT-OF-WAY
WATERSHED BOUNDARY
WATER DROP
STREAM
CULVERT (2-42")
TRANSMISSION LINE �7
STRUCTURE
(WOODS)
Bu F
(WOODS)SpE
2
GROUNDCOVER INFORMATION
LEMI
Tref son runNc
Acts
GRASS A
3.79
WOODS A
4.11
GRASS B
7.23
WOODS B
6.78
WOODS D
21.5200
TOTAL:
43.43
HYDROLOGIC SOIL SOIL INFORMATION
LEMI
MAP UNIT SYMBOL MA➢ UNR NAMf NAnrvc
DATE
PRD
B
WtD n
SP
A
BuF
D
BuD
D
----------- \ p ��- `��- r"�� r-�-�+-?SO (GRASS)
"��•� APPROX. SLOPE: -11.2% APPROX. SLOPE: -21.6% �� �— �-- •,,,•./
BuD
�•--�'"�� LENGTH: 100' LENGTH: 264' �—� \\\ � _—_—` �_ J—
(WOODS)
ISSUED/R SED FOR:
LEMI
By
DATE
I DESCRIPnON
ISSUED FOR
A
CJ1
97/18/17
PREUMINARY
RENEW
REVISED PER NEW
B
CJ1
00/28/17
USACE STREAM
DELINEATION
PROJECT
MANAGER:
N. BASS
ENGINEER: d ERNN
DESIGNER: C. HOPIONS
DRAFTER: C. HOPIONS
DATE 06/30/2017
SCALE: 1'—zoo'
CHECKED BY: N. BASS
ELEC. APPROVAL• N/A
qNL APPROVAL• N/A
'PROJECT DESIGNED FOR:
MOUNTAIN ELECTRIC
COOPERATIVE
OJ=CT:
SUGAR MOUNTAIN 69kV
TRANSMISSION UNE
CULVERT DRAINAGE
DESIGN, STREAM 09
UC SYNERGETIC. LLC.
123 NoM Mft St t
Fort Mill, SC M715
NOM Carding COA No. AF -1217
NOnCE:
THE DATA N DNS DOCUMENT NOMORAIES
PROPRIETARY MGM OF TIC SYIkRQ71: U.C.
ANY PARTY ACCEPTING DNS DOCUMENT DOES
SO N NIiCflVE AND AGREES THAT R SHALL
NOT BE OIFI1CA7m N 'MICE OR PART• NOR
DOOP4D TO OTERS ORIOfT THE CONSENT
OF RNC SYIEROM LLP
CONTRACTOR !WL NOGY ALL COD111O1S ON
JOS SITE ! MOVY PRO ECT MANAGER OF ANY
VAMATONS FROM DNMENSOMS MOM ON THERE
owDRAYRNS GiOE MIM04 NTH ANY
mROCRGI
tEAL
SEAL
PROJECT NUMBER
07794-000
CUL 06 8

BEECH PIN
\ '
12.478 ares boundary ELEV. 5.50
5 8 m-bor iron found in fence Deed Book 505 1J9
George Meyer , Jr / 132 132
Future Development S62'18'49V' 5718' 1
0.06 acre \ R g�b9 S61'18491V 4256'
Thomas B Hall ppb R=80595' L-198.51" C=S69.22'111V 19801' t94 1358
Floyd Townsend Deed *kt Deed Book 1J1/l/J pd .-.- 57625"" 16.15' 63
Book /6J/ IJ15 ml� 13ze
toWnN14J24711. 1496'
� N14J24711. 171.18' LOV0/a Carender Lying Trust
e d 0� -- Deed Book 505,7239 Mountoin Bectnc Caopertive N14:7247'1Y700' Deed Book J28711693/ 132
goon USA 2.47 acre tract per
lourd taxa Deed Book 7J/679 N14J247AW 9657
Q /8 ro-ba iron in
N71*I0108T 5881' Elk i
1 N5953JJT 246.75'
CONTROL. PUNT f7 N=8.4005622 E=414815(88 S84'S0'J6T 98..40"
,... /8 '-t" non /surd of fen Rned from annhar prole S/J506f /4157' j
referenced N
TlPER15747197 PII I . 164Foyd Townsend .. 40GWlowrA 575'/6'1411 77.65'
1342
1.04J acre parcel C4 . NOW'. { I Robert E. sF1'2T46T IJ9.
Book J47/1 .27 aC a C5 Sto6bo Y+JO" ' Bannowski,
Preliminary
subject to final review
1336
-C
0.38 acreDred
• tangrNe surveyed point as noted with date and OKS mibals.
Book
282/1520 \
4
1
1Bobby McLean \
/. h / -
/ '
j
• unsurwyed hatoncal point, ,ouxed tram inibakd re/eencrs.
o mtangdah ape a. easement dimensron
1
1 Book 106-145
%
ed
p y err* -t
Id surteyed or;x dgdized uWity pale
Creek
Peed
\
AX initiate at pante refer to the surveyoffs) cited m mferences.
o
�gtehea
1
.. \
v
/
\
. I Deed are 961 easement
/
/ t . Pipe• t & 9n LreO Book 96/%5,5 BEN -4
from the indicated references and for comormi may be
su Y
rotated and/or factored to 6t ties to NC grid serve datum
based on Loo 530 GPS control and Leica 120J traverses.
y
\
/ f 10/09
/ - - .08"
oNecting The km at Elk R'wr
AV4104'001V 16.14"
NOI'43'00T 25.99'
aamnlma rov run ane .tutor me sea a naw cwaw, wavy, cwwh
4 Lbxw K Abn, n'Nf oaf rhv don Iron a row unW
iw+ m7ro7zorr amri6g ro I m ,la.n a aw ay : uof
1.15' iron pge,found
11010/09/01 \
J
134y
y
,
,
NW58100T J8. lJ'
Ni8'09"007 10.78'
he ®'^"^°°°.
QTY M Maw,ey pr G5. I7-Ja (IXII) a /rye C-1 in /Aof Ne svror LbiL K stwn. pS -r70r
� Brady � a aw Baa anm ,w mu a aa. orae w vsye m .a;ay
/
:.'./ ...
rge Byer. 'r.Camera
John M..
afn.
.1349773'
iteb ad Cree
046 acre
DB 20J/030
I
I
11
,.... h. r.
!.'..'...�. .�/
R
re ornder rtion of
104/256
iron found
1001 I
/
542
NBT17'007 17.51'
Sor4517 T
ane
6T7P MMV by A" WR:m smw a Awn cane a. A%=.
4 a� w p,,f ro .nm m
III
/
54451597
Floyd Townsend
..... ....... .Deed.Book.89/657.................
I
I / Ronald K. and Lorry B.
5555._ .
remainder portion of
�
\ I
Chnstenbeny
/
Vicfiity Map, !'= 1 mik
Geed Book 327/288
�
Roscoe Townsend
I
._..,...,I Deed Book 114/991
�UCAPI
\ per W/1 -03-E-146 I
/ subject to TVA transmission lin
7.15
r
Plot of Recorded Utility Easements for
Deed Book 41/8.3 1
\ subject to NA transmission lie
/i post k sign easement BEN -3 per
./puM 1 09 OJ
�I
i j the /nn of Elk River
fc_ � Book 182/100
Sugar Mountain Spine Line
Roscoe Townsend
` easement BEN -1 per•
Beed Book 96/362
.......
15"iroWe t b to NA transmission line
Deed Book 70/510
Deed Book 96/359 I
F
! 0.181 acre R/W easement
�
i
for
Mountain Electric Cooperative
1
0.499 acre R1W easement I
Deed Book 96/J59 ffiiV-1
offfiing Roscoe Townsend I'-
/ Used Book 96-J61 BEN -J
/ affecting Randd 8 Lorry ChnWwbuy
587JJ'OV V 3751'
-
51709'4611' 16.17'
5 4811' 41.J5'
_
..
- R=J14.83' L=81.79' C=S2TJ6WW 81.56' I.
587JJ'OO V 1744'
Banner Elk Township, Aver Co., NC
p, y
\ LLC
F
. r. abs Spade, Jr., RLs - st
, ,
R=J14.83' L=51.87' C=SI I'27'14W 51.81' L ..
R=18370' L=15.44' C=N09'o9'00T 15.44'
l J5,
/
I
S06.14"011V 5706' I - -
- h06'44'021t 5704'
<t
Nlz 487 4
BEN line and adffected boundaries plotted from record research
R=18310' L=1544' C-S0909IOO V 1544 1
R=31481' L�51.87' C-Nll27>Z- ✓l%�
51' I
I
0.041 one R
1 /w
I
and are subject to survey confirmation)
� 1 LIOn�
R=183.10' L=29.54' C=S76.11'12'W 29.50 I ...I.
R=31487' L=81.79' C-N9T3b;5B£ 8456"
Deed Bank 99/674 (815V 4A
J
I
Plot dot 3 1994
NOT45271V 40372
5 5 5 5 . SOr45'17T 19504'/ /
��.....
/
I
Robert E Cnndstofl, (S /(-
\
N6718'497 41.03" I...
15555..
N6 1849 4150✓'
/
�
't. sign Pound imn
100 50 0 100 200 .700
subject to TVA tmnsmr li
\ 09
d' bed) 504.08'O0T 16.14' /
uT not
,
Crophic Scok !" _ 100'
easement BEN -4A per
1
S4451591V 10.91' /
1
4527T
S03'4517T 11566' I
/
k Deed Book 99/874 and
BEN -7 per DB 96/888
took 9 699 (6174-6) L ...6s, . ...St ' I
eating ro+F C t...,'�....,
- N0204'AOw 5LJi' /
nn7a4'D0w 5f JJ' /
Bavid E. Stern, Professional Land Surveyor No. L-1301
WC VV J7 !
/
I h N445%59T 3842' /
475 Church Hol/ow Road 826-963-5331
s3SBw0.76' -
= s16OgOoV 10.78 /
Boone, North Carolina 28607 Sheet I of 16
.k sign 7 rd � ion
Preliminary
subject to final review
1336
-C
7+64/83
• tangrNe surveyed point as noted with date and OKS mibals.
1
1Bobby McLean \
/. h / -
/ '
j
• unsurwyed hatoncal point, ,ouxed tram inibakd re/eencrs.
o mtangdah ape a. easement dimensron
1
1 Book 106-145
%
p y err* -t
Id surteyed or;x dgdized uWity pale
Peed
tib91 .'
AX initiate at pante refer to the surveyoffs) cited m mferences.
-- Measurements shown on dashed property lines taken
1
/
\
. I Deed are 961 easement
/
/ t . Pipe• t & 9n LreO Book 96/%5,5 BEN -4
from the indicated references and for comormi may be
su Y
rotated and/or factored to 6t ties to NC grid serve datum
based on Loo 530 GPS control and Leica 120J traverses.
-
/ f 10/09
/ - - .08"
oNecting The km at Elk R'wr
AV4104'001V 16.14"
NOI'43'00T 25.99'
aamnlma rov run ane .tutor me sea a naw cwaw, wavy, cwwh
4 Lbxw K Abn, n'Nf oaf rhv don Iron a row unW
iw+ m7ro7zorr amri6g ro I m ,la.n a aw ay : uof
NOP4JOOT 15.06'
mw
adm, it wt as Bad oUW b0010°gyaw,e ars:
cs
y
,
,
NW58100T J8. lJ'
Ni8'09"007 10.78'
he ®'^"^°°°.
QTY M Maw,ey pr G5. I7-Ja (IXII) a /rye C-1 in /Aof Ne svror LbiL K stwn. pS -r70r
� Brady � a aw Baa anm ,w mu a aa. orae w vsye m .a;ay
:.'./ ...
j
N44'51597 679.2J'
afn.
/
/
1 / /
Nar4527'W 46.17'
R=18110' L=29.54' C=Nl6'11 "127 29.50"
ca c
M aFrnvKr 4awaarurzw ore nw•m ,ana, ares anary
4 am,aare .la,:,nmara. sk y coaarysnxaod r" mar me r.,m pw unea
+ v eba ra r„,y canary swr ae:,aze as as a wtn, m aw 04- Ad,:daam; Awy �h: ec
ryf wb coo am
aqua, q H¢ Odbaree Adnw,ieofw b
,.... h. r.
!.'..'...�. .�/
NBTJ3'00T 1741'
v
-aayn rro ,I,•y caury �
NBT17'007 17.51'
Sor4517 T
ane
6T7P MMV by A" WR:m smw a Awn cane a. A%=.
4 a� w p,,f ro .nm m
Mountain Electric
/ �
54451597
aw�.ro d m Rea:. ar , A -y C -t,
..... ....... .Deed.Book.89/657.................
5555. / /' fl
.1. .. 5555... _........_
............. ._.......
5555._ .
ANI bmnrgs aM coardinates are rekrbv, to NC gnd north AND 8J(201 1) bossed an OPUS canes.
1 NI M'stances haizonta/
ae gmu d, reduce by romdned factor of 0.999601944 for AC god comps.
J Deed, plat, lease, easement survey, and other mlenm indicated in mapped arm.
Plot of Recorded Utility Easements for
�I
i j the /nn of Elk River
fc_ � Book 182/100
Sugar Mountain Spine Line
-
-
.......
15"iroWe t b to NA transmission line
\ \
acre R/W easement
Dred 99/674 (BEN 4A)
-fdwid10,0y easement BtN-4 per
Deed Book 96/355
i
for
Mountain Electric Cooperative
f' 47•
Survey
I
\
51709'4611' 16.17'
5 4811' 41.J5'
IB96062 4/1966 by
� -
F Municipal Engineering C .
...
�
Banner Elk Township, Aver Co., NC
p, y
\ LLC
. r. abs Spade, Jr., RLs - st
Spine line easements surveyed by Bavid X. Stern, PLS
l J5,
/
I
<t
Nlz 487 4
BEN line and adffected boundaries plotted from record research
.O0 a �per
51' I
I
0.041 one R
1 /w
I
and are subject to survey confirmation)
� 1 LIOn�
PI Book \
\
..
507 7 51.14' 5555
Deed Bank 99/674 (815V 4A
J
,Y
Hap prepared August 28, 2017
Plot dot 3 1994
507(X' 51.11'
\ OwMaci -
r renced atPeding gip for rood
/
Robert E Cnndstofl, (S /(-
\ S44'S1391Y580'2
n,
top o{ (fameny Carothie Guy)
/
100 50 0 100 200 .700
subject to TVA tmnsmr li
\ 09
d' bed) 504.08'O0T 16.14' /
Crophic Scok !" _ 100'
easement BEN -4A per
O.J easement ;-�'�'
3116+
S4451591V 10.91' /
k Deed Book 99/874 and
BEN -7 per DB 96/888
took 9 699 (6174-6) L ...6s, . ...St ' I
eating ro+F C t...,'�....,
- N0204'AOw 5LJi' /
nn7a4'D0w 5f JJ' /
Bavid E. Stern, Professional Land Surveyor No. L-1301
WC VV J7 !
/
I h N445%59T 3842' /
475 Church Hol/ow Road 826-963-5331
s3SBw0.76' -
= s16OgOoV 10.78 /
Boone, North Carolina 28607 Sheet I of 16

BEECH PIN
ELEV. S. 1 00
132 132 1 1338
/ /
133 194
The /nn at Elk River
lya 1358 334
63
ed Book 287/100 I to NA transmission tine
B
ERS
_S..uon.irPe, t
•.
\
acre R/W easementfound�lp/pg easement B£N-4 per
r 376 1 s
\ 32
\ Abed 99/874 (BEN 4A) 4T Deed Book 96/355
\ I
. \fecbw �� Survey 1896061 4/1966 by
r
Elk
09'48W 16.37' 1 -' / Municipal Engmeer/ng I
5 41"i5.
\ F, LLC
/
f 1 - j� .Ellis Spode, Jr., RLS
4 ,
4 1406 Nl2 '48F 4' / I
.. 1342 784
, hV per
'SI' r . .. 1 O.az Dare
w+
P/ Book \ \ SO
9�
5133 Abed Book 9/874 (BEN 4A
Plot dot 3 1994 S07a' Sl3.i
. \ mter3ect� - r�renced affecting gap fa road /
Robert E Gfindsto/% LS 1L- \ S4451591V 5802 top of (formerly Cmathie Guy)
subject to NA trans mr l' e \
r ¢ ' di bed) 504.081071E 16.14' /
` t 3 .'
18
easement BEN-4A per 03 easement S44S109W 10.92'
.343 .31 NO704"OOw 51.J3 /
Deed Book 99/874 and '' '
I 338
Book 9 699
BEN-7 per DB 96/888 ectkq RNF, c
(BEN-6) I . Sto n 16+
I '' - - N0704'OOw SI.J3'
I I - I I N44.515.9F J8.42' /
N841058111i J7
5J58W 0.76
_............. .,...WJ779..........
.
� : SIB09''00W 10.78' / ...... _
_� ..._..._....... ......... .........
-� ........ . ._. ...
t34 33
... ... ...._.h .._......_.. ._...._
N84
�f'
.. _.._.
/ 58'OOW38.71.
I 1 - SOI 4JZOWt666%
.._..._......
4 acre R,,W tosemdrt Nil 48F 20228'
I 2 ..
Geed 96/866 (BEN-I) NTT J'48F 41.35'
/ .. SOI.430UOW 75.99' I
.�.�
_ 18
-
GOy affecting , C N IJ'48,f
1
I
NBI'45tIw J7. I 21)86' fomRA (OistarbedJ _..-..-..-
.sae
N811'45'4 'W J7.59'
1 1.5" r Sign
N1209'48F 146.85'
SSJ01'OOF 41.31' / \
I .(°1r 1 /09/09 1 Town maintained
I .. 1' 1 1� 117om`7s V. Shodnx
Deed Pook 443/775
YK'inity Abp, l "= l mile
1 Lot IA /at Book J8/75B
�p��379"OOT 41.69' \
SI709'4BW 71.56' \
��
t
1 3/4 , nm1. found0' in Mop 1011014,4 dated 10/11/2002 by
_ ..1 .?010. /30le 1010/09/09
Alan N. bert, PCS
1C-3738
\ + Elk
I'F LLC 0.158 acre R/W easemen
Dye Book 374/1406Aw Ab* Al, ll�f
1 RiPef
t� ... � k T_ Gmk �
_ . '1LNOt
2.164 acre parcel offwUg RFC, LLC
Job /Elk 11 12/10/1996 by N50'04'OOW 46.1J' -
't wok 8 69
'.'. iron Lound
1 Western Carolina Surveyors N5004'DOw 461J' -
.374
2r Po10/I0/0I 0.061 are RIV easement
subject to NA transmission line ^ R04'1850F 6L22'.'
(ked Baok 95/4A,1J ieFv-7) -
Preliminary
easement BEN-7 per/ / P45'41FJZ59'
-- e
Deed Book 99/$88 S6 F 3759
/ SO4'1850 /
1 - NOZJ9'0011 41.69'
1' No7J9'oow /0107
I.....
subject to final review
.
Jl
S84.5J58F J707
past h sign S770946W 143.49'
:found 0/ 10/01
maintenance20
building
9741
_ . .
vs Elk River Club �15' rOOf' �
o
o / \ Deed Book 227/ +3#425, pCOk of roof\''.
-
< creek
/ Plot Book 23/J3 mf
/ P/ot 1186029, 1-29-86.....
/ Rob�rt E Crindstaff, RLS
\ deed per
to
1
1C- $ }1"11
\ 01
/ to NA tronsmission�
drat yet
( not yet
• tangibk sur&7ed point os noted with dote and DKS inifids.
SubjeN 56}� 1p
of 41''..'...�.'.
• unsumyed hrstonca/ paint sourced from initialed re/emrces.
o mta dimension t.
/ (o rerouted easement BEN
/ Oeedl�ook 99/
. '.I 0209.are R Easement
/W
role a. easement end n
p�
pI suneyed or;x dgihi ed utility pale
\1114M
DB 178/1871, Trocl I
1 "iron found 3/01 by PEF affecting Elk ffw Club
AK lwids at pants refer to the suivevufs) cited in references.
- Measurements shown on dashed property lines token
data
.'.i ted 10/2010 by DKS S4576581V 20.79'
fmm the indicated references and for conformity, may be
.�
S655746W 1707'
rotated and/or factored to 6t tks to NC gnd survey datum
based Leico 530 GPS Leica 1203 traverses.
\
S6S5746W 4261"
an control and
\ / 1 1
S��
\ 7 6118 R easement t
I N04.1850F 16699'
F ... S50'0400F 46.13'
RAIILV706' b pa/ ma stlM1Ey IIfE Slob of Nam Ca°•a, IY°rouga C°unry
l m.0 x sl a'raY mot tnv�bt dwn ricin a rt v ,.dew
my .,,aws•s., oryrs/rorr occr6q ml�n.,m, o, yw.n o. : mm
\ / OB 378/1877ract i g F;` 1
08
/ Elk Riser Poo _ a 9
I ... S50'a'P0F 46.13'
.. Sa'I8:50W 66.50'
u`d'nedc °.war me ,nm`q, up'"m �`.
cs 4h o, mn.,e n
affecting - oeh
o "A" N
/ SJ742'i5W 78.87 1
,4c 'y �a?�Cel`
'.' r.'..'.'.'
Nw,
r n.u•- swen roar tro .,,m y vw as n-t° (rgrr) a /yp 1-r ;... rear m...,.,,y tw,d x st.•a AS -r.7or
d m .vol
:nvd. len vim' a mne as a,A mr Asom o ..w .m.r a
N04.18501E 80.37' �µN 01
Dw,.
N65'57'46F 4261' d �`d
Oe"
.. Less MCRae College
KVOIL'r M °mMhff "ONSr /Ole ser. d ,vwm Co ,, 17
c ry .key. app rn. air pd
N655746F 27.07' o t
SJ742'15w 50.11 ...�....�.�
conKry
bvem A er[mQl bon, me A ry Sobde+nar Ord4arwe w ai ercptron ro IM admv .16ri,emvfo; AV
„amnvd as e� �� .ro°°. °vao�' by m. aa;�.., sm::aok, ra '�'Y COs
�WrAhte
/
....
anrsy k mo A, a-b Rbq� a ow.m am
Lbtn
\ + Q-�
.¢
rr
QRIIGtl9x M /dill 6mmx slow d Nam C-ft A cant
mq n pbf k . uitame e
/ Elle River Pal POL, I.5" iron pipe, past k
/ Deed Book 224/223 sign found 2010/10/21
el b � A- df Msy C-ty
/ Plat Book 31 JO 3455'58' 0\\ '`'
J11JO 26+68.05 1ti :' 1a� 5
Park (CJ, Waterfall Pork
fj
.1 .....
1. All bean and coordinates °re rektim to NC grid north tW 2011 based on OPUS cam
-
2 All dsta cn es are horizontal nd reduce b mbined /actor fo 0.999)803944 for NC nd comm
• �� co
9mu y 9 ps
J Deed, lease, easement, survey, and other references indicated in
/ Plot 39JO49 dated 3-29-93�� p
plot, mapped area
by Robert £ Fnndsta/f, RLS L-1294 'y
'
subject to NA transmission line
\ (a reroute o/ easement BEN-7 per i
�s.,�.......tees McRaeCdlege
_..__. ..._._ ....__. __..._.
Utility Plot of Recorded Utillr Easements /or
_ .\.\..__.......__ ..............Deed-Book-99/888)..........
\ ,�N Deed Book 5J/J16
....._
..__... a! Spin
Sugar Mountain Lin e
\ti 375/1758
(remainderact/1portion °'
/or
a Tract 11
Mountain Electric Cooperative
\ Pl, data :
data see Deed Book 134 111,
\ pB 31/,70 data /
1.827 acre R/W easement
Lbed Book 378/1871, Tract 1
Banner Elk Township, Avery Co., NC
.
\ IJ41212 421/684 et al)
affecting Lees McRae College
Spine line easements surveyed by David K. Stern, PLS
\ 21/684N14'5440V
\
11389'
.. Nu544aw roT37
BEN line and adffected boundaries plotted from record research
\
N14.5440w 1251'
(and are subject to survey confirmation)
hvr18'50F 864.97
Map prepared August 28, 2017
\ A _
�P......
NT74115F 7687'
NJ741'15F 50.11'
107 50 0 100 100 300
m o
f.....
.... N452658F 20.79'
Sa'18'50W 1229.16'
Cmphic Scok I'= 100'
/
David K. Stern, Professional Land Surveyor No. L-1301
475 Cburcb Hollow Road 828-963-5331
Boone, Nortb Carolina 28607 Sbeet 2 of 16
Mov 18. 2004 Re/action Tract I

Deed Book 53/J16 Y
BEECH PIN
375/1758 1
ELEV. 5. 00
f
(remainder portion of '.. .. 132 1336
\ \ o Pi, data Tract /I 1.817 orae R/W Bos'errlenf 132 1 1 133
\ data data see Deed Book 134111 .' :. ad Book J78/1871, Tract 1 ^ 154
-'.Po 31/JO
\ !34/112 421/684 et al) eactig Lees AkRm college t5a t7� 63 334
\ 411/684 ..'.''�..�.... NI4:54'4Ow 11389" Rs
\ ..., i..'.'... Nlr54'40w 101.37' 1326 /
\ r- N145440w 1151'
k. 32 376 1
N0478WE 884.97'
��
\ :.` 041741'15E 78.87' 7
NJ742'I5E 50.11' Elk i
�o 1 24516"59E 20.79'
1229.16'O 13
SO4'1850w
0 0
134 2 184
...
f .
y to:
'............
\
? May..l8,_Z004 Reioctio.P.Tract iRl .,
................................................................. /......... ............. ........... ..''...... ....... ..... ............... ..............................,........,................................................ ....................... 342.
4
Book 378/1871 3
' Plot 899-021B&C 16
Relocation o/ 75" wide TVA Easement I 336
/ \ - surveyed 2/8/1001 A
ti \ by Western Carolina Surveyors
Peter E Reming, PLS 134
h \ 33
Jack A King, Jr. \ ,�
ey r Deed Book 431/2112
Tract One, Lot 8, Charter Ridge I :;
b Plat Book 18/121 542
I subject to TVA tromission line Lees McRae College
easement per Deed Book Deed Book 5J/J16 & 375/1758
Vicinity Abp, i'= I mile
1 j{ (remainder portion of Tract fl
see Deed Book 134/211, 421/684 et al)
data
Da 421 4...,.�...'.'.
data data
Jock D. King, Jr j PB Jl/J0, PB JI/30 /21
0843112122 Preliminary
Deed Book 4 3 1/1 122 1
Tract Three, 0.048 aces r.'... subject to final review
/ Jack D. King, Jr.
Deed Book 431/2121 j:...
Tract Two, 2.513 acres I
subject to TVA tromission line t
easement per Deed Book 144/389
1
data .. / point 4/82 per fLH
OB 431/2122
DB 134/212,
�... _ ..... ,✓/ • tangible swve porn! os noted Iv%th date and O!(5 initb/s.
f
zV e,
421/684 • unsurve, paint, sourced from wbakd refmnces.
i. 431/2/11 o intangible dimension
properly or. easement endpoint.
.171 ave R/W easement ��.r 6' Birch REF 3/2001 Rf surveyed orl_x dgdired utility pile
LOt 6, Rock Ridge a portion of OB 378/1871, Tract i i� /.... ABC Initials at pants refer to the sur5sto(sJ ated in re/erences.
ot/ec6ng Elk River Holdings ��... . . . / --- Measurements shown a1 dashed property lines taken
Plot book 38/99A ✓ .-' from the indicated retemnces and to confmmi , ma be
S53'0570w 46.17' .... .... 0.539 aoe easement Y
s
' aporfian o/ DB J78/8II, Tioct 7 rotated and/or loctored to 6f ties to NC grid survey datum
NJSJI'1l w 3751 -' DO
,'
NJ4'4052w J752 dota_. DB 421 684, 431121 affecting Jack 0 King, Jr. based on Leico 530 GPS conbol and Leko 1203 traverses.
/ /
NWT IT21 w 4347' amrlarol6 a n,1r oil suwar me sroro a nam caoew, aemrya caarry
NST0520E 656.88' %' 1/2 iron found 2/2001 by PEF t tae K. stem r scot ria E r—
W poled aw
N67 7" 4J.+7'
S67 7221E 4347' my .nPa�in 01/19/1al�I xttvQrq b mlommln+ m cows n °w�wlp�nwkAa' q NM
.. N5TOW E 204.40• me ,oro a ate; tea ma, r rsan mor m. ro, nor > ore .. rbr.,
S6T iT22E 4347' door°, se, .;m .tee ;°emcee ow mor ma y .a, vmo,.a :, oesaeaKe wa,
�'.- AV4'18'50T 192JJ' cs. 47-30 oe a°a,xe
SSJ0570w 657,05" .'.'.'.�
....' S179'4J"03E 413" u ew�'�r M'n,nare4f�er1 .mom ocday: taae K. star as -rwl
. .�..... .
hee
514S4'40E !01.37" Dlk.
. .... 514'54'40 E 113.89' IAcxnn%r garoxvx,ErAtllwmrarae s+��weo� moi ne 'air caro
504'1830V 2336'd..em
�. ;, e.°„nr ha„ me bvr r svaaena' , aaaa�e o: on a car ro the as.>,... Ai*:daota *my camp; Ac
W64520w 194.44' at oro, o/ ,aeow,,va, as eaa, oat once' M me aa;mme Aa„;dennaY.
.'..'.. .....'... --�v :, ue A»y C—ty sep r> oeem om .
...'...'.......... art
.-. CDelsClLfN q rx1[w ai,Q12 sob of NvfA caoia A b
A-- or— avr ca,M
1. All beonngs and coordlrwtee are mWiv, to IAC' grid uffi 240 83(2/71) based an 01,16comps.
2 All d'stances ore honronbl ground,reduce by tambned /odor of 0.999803944 fa tk' grid carps.
.'.'...'....'.' J Dred, plot, lease, easement survey, and other references indicated in mopped area.
�.
k 34/62 ...... Utility ...'." Plat o/ Recorded Easements for
'aced 'n y�
by NAM .........T...'.'.'._..."
Sugar Mountain Spin e Lin e
I by PEf '../......
4 /or
Mountain Electric Cooperative
� May 18, 2004 Re%coon Banner ELk Township, Avery Co., NC
.� s5saszow Replacement Tract 12 per Spine line easements surveyed by David K. Stern, PLS
46.16' Deed Book 378/1871 BEN Line and adffected boundaries plotted from record research
Plat 899-0218&C and are subject to survey confirmation)
`S5J0570w 7350' Relocation of 75' wide TVA' Easement Map prepared August 28, 2017
rebor found 2/2001 by PF dated 2/8/2001 -
found in rock 8/2014 by DKS by Western Carolina Surveyors 100 50 0 100 210 JOD
Peter E Reming, PLS
craphk Scale i' = 100'
Lees McRae College
Deed Book 5J/J16 & J75/1756 David K. Stern, Professional Land Surveyor No. L-1301
(remainder portion of Tract /1, 475 Cbureb Hollow Road 828-963-5331
see Deed Book 134/112 et a/) Boone, North Carolina 28607 Sbeet 2 of 16
IIHM

Plat book 30/96
BEECH PIN
ELEV. 5,50 1 / ,
0
132 1 1336
\ �^y 133
1358
334
\ (�' ..,/..... 1944 63 ERS
1328 /
��ti
Lot Z, Rock Ridge Elk River Holdings eP�R / 32 376 1 5
Plot Book 30/96 Deed Book 374/149 data point per Plat Book 30/62 .:/ 7
Plat Book 42/87 0_ rebor iron farad in Elk i
Composite mapped May 1, 2011 by tax 111997 by WNAI
Ralph E Doughtry, PLS L-4155 found 2/1001 by PET ...� 13
\ / no longer in place 8/2014 - .,
0.0707 are R/IV casement .. ... .:.....: 1342 1804
\ ........
\ a per&v o/ DB 378/1871 �' .. ...... p... _. .
ofwbng Ek Rirer Holdkgs
RIS ,\... y:! 10.:
NSZ5725W 79.64'
Lot 1, Rock Ridge N5642167 42206' �� i� o May 18, 1004 Re/ati 4
3sz
�
Plot Book 30/96 s74'405273752' i t01t j �SSTOSIOW Replacement Tract 3.2 13
,WJ12173751' `&/ }10� �i .. / .. _... 46.16' Deed Book 378/187 to
00 i/2" new iron SW4226V J98.62' y\ 044 Plot 899-0218&C' I 3304
��!.'
pipe
97 by Relocation of 75' wide TVA
set 3I WFIM i 3/1997 6 OHM 0fi
1 found B 2074 b DKS 41}' \+' 8 rebar found 212001 b PfF dated 21812001
5/8 retia 3/91 Pe Y yoi "N° 'rr nod:/ound in rock 8 2014 6 AKS' b Western Carolina Sury
I0 P'Pe EL k Lb'ver 6oLdlagW tl o `�21fi.-µ cwA�':,,t 011 / Y Y13a� 33
W'� .. Peter E R' -n PL.
Deed Book 374/149 � r`��� g'
5/8" tabor se( 3/97 Per wNM L Plat Book 42/87 Lees McRae College •- 18
�y 5� 0' Deed Book 53 316 & 375 1758
One Composite mo ed Mo 7, 2011 6 ? t 4i i
1�� 1; POIP PP Y Y s s2,t1. / / _
0079 are oNoc6n SoNee
9 Ra/ph E Oaughtry, PLS L-4155 H,�.4� `A2,��i� ..;� ✓.�i ,� } / (remainder portion of Tract Jl,
1
1 5564116W 119.90" s ,r, . 1 see Deed Boo 134/111 et ol) sa2
7 ��01/2"
l.'
0' L=I 7.
, R-7500' L-15)03' N5642'267 119..40' ee iron pipe 3/1997 by WHM
_. i 5
1 ' i found 2001 b PEF .... ... .......... _ ......
/
retained A Y PKinr Ma I-- I rack
1 /W R=7500'(-15708' i' i lou 8 1 of Easement h' p•
Center/ne of ,10• Road
I/1" existing iron pipe 3/97 per WHAT dJl! acreoNectirq Sallee /.. 9� /201! by G4(SQ'
riM gn d22mwt (94229: 0631 acre)
K 243JJ; £'114 6828 4 0"
A9 378 1871 N5641'167 12990' / - - \�19i� i� g�6
I 5564126W 196.11' 7 - 1i '��� 0 ererrced' N75'0540W &57248' Beginning pant, A:88574L89; f.'1146651.91,
1 4
; / at urtersection of center rith baunda
/(honzontolJ /ram NCGS' 'Banner' I. R-10283" L-16C=N7039'4BW 16.75
n07a'467 766' 7! 1ri?; rye. F `
_ - _
1 I R=7500' L=71.5I' C=NJO'J624W 68.83' L t04. 2 R=59.06' (-114.06' C-h4T560f1� 10247' .
N5642267 179.90' 1 y,� _ �� \ 3 R 5001' L-8245' C=N60'5J022 7141'
I �
�a�
N5642167 J1.85' JOT terminus � - - � � 4. R=1179] L=6211' C=N2845327 61.51' a
S5757251- 79.64' 5t �. .1 NB86120.73' _ _--
I K\ '1t -�fA and\ 5.R20679'L-1I586'CN2749Jt7114.35' h
-
' R/W Easement Abandbamert A fit �' 50 . 1 E4746819.31' \ 6. R=86.68' L=117.09' C=N5J'46J77 116.01'
I 0445 acres o/ DB 378/187! E 1 15�14�ot00 t fi ��9 I �� /�� I i JO' R/W7 S8/'IYI671278'
1 I ZF4226W 256.73'Co B. R-64.95' L=114.!9' C=A10.3'I<'31W 11419'
�h� 2
I NJ5Y2'15W 3751' N'.Pe-� N}l 4fi I 1 � ary +� / I 9. R=17679' (-16677' C-NBT10'SSW 164.85'
'co W" / % / /
NJ52225W J7.52 . f -.1,� Preliminary
„ t6 �� .�. i to te, m,=,: N.BB6220.IJ: E 1I,6B19..
I N5642'2a7 267 n' o" �e _ -
°S g/� subject t0 final review
11" existin ron J197 r WHAT R=7500' L=77.51' C-SJO'J6247 6983' t „�_
/ 9 i pipe / per °i -7.
50704'46W 7.66' 7 typical construction
�1s '�-
easements /or cut & fill x
' 151,` seine .-' 55 1 .'3.3 / /i �externo/ to permanent R/W y
aNect 10.331 acre hb
^11 \ 1.5' capped pipe set 3183 by 7VA 2
/ 1115 00 151'' found 6/1J by DKS (30.147+10.091+10. 93)
/
':I a' �� 7i I Lees MCRae CoLlege
S1'l1S ^I.�.I /&p? r / Deed Book 53/316 & 375/1758
QI.
R/W Eosenent In g I ti`s (remainder portion of Tract /1,
1.5" capped pipe set 3/83 by NA � \'_ 0584 ocre oNectksg So#ee k„ 1. ry 7� y7 see Deed Book 134/212 et al)
found 611J by DHS �:� .S070446W 258.74' :{' 14' 1 //� RyW Easement, Deed Back 496/1469
/
.091/
521'22XW 22700' o{' r 0.156 ares affecting LMC
/ N0704467 419.75 h+l. '1 / a� / nig ^fiaatlon • tangible surveyed point as noted wi0 date and OKS initials.
Iran 3197 WHM� N56'42267 91.98 $I'. ','I; I ! IJV R N2 1'22'20"E 21700' a we • unsurveyed historical point, sourced lean initialed re/ererress.
/`~!
g pipe per
S0704'46W 18331' t to 5UN o ntangible properly or. easement dimension endpant.
l . I S6939f4W 81.13' sub cc 0 surveyed or;x dgihzed utility pole
AK lnilials at pdnts refer to the sumlor(s) cited in references.
25' tot°I --- Mmurements shown on dashed pmperty lines taken
/ t �/ M.E 716' /mm the indicated references and /or contamity, may be
/ I... fN6g39 1121 R/W fosemdlt One rotated and/or factored to fit ties to NC grid survey datum
s r7 ~^ 63 based on Lerco 5JO GPS control and Leica 120J Irowaes.
'
/ c° \ / 8694 ones oKa res for CJw m
iron found 4/85 by MAIC I. F / - - I 'v YH ffRli.Cl/la'6' f . par sin" 1 m smm xmm C Id
ma ar -W,, ow c 1,
3/4' existing iron pipe J197 by OHM i/. N (I) -N6939 N7- 81.13'- tOMf K yy.,,, , eiw y,k � yam, o �y ,
a hdong 2/0I per Pff Il I/ 7 (1) SOZ04'461Y 469.70' a or/rq I, is r.sws u• �.' ° ' °fof
P F. /� Properties for Mdrell �`.
t\01 o°A� found 6/13 by DKS /1 '44 (3) SOZI833T 47438" mwa, a .�,. ;,.a�rre: =,e mar rnm ,,,,y ,m a„ww.e''�'d•..om,,,e „'may,
I N Csl
t _. t091.�g9 N:88572202' 1'. 114662&30'
5 14'.1 Deed Book 383/1922 (4) S54'oI Z67 5/0.11' AxfM.- � ft sung {m CS 47-M (f)(11) m rrye c -I: 1a mar mr mv� coca X. stma ns -Iw1
referenced N7642J9W 8651.56' 26 59... �.-.'.I Plat Book 22/47 (5) S54'01267 20299' roc of a, •.rams pa,cd m rind ma e,• rat aim a ,.,, .mat m
5'[ men (honzontal) /ram NCGS banter' I 6 55401267 899.41'
afto
.. rig l Sheet 4 0/ 4 ()
KX7gwlfDAM M "RICE AaYb'SIM state w wrm Cm W M y Cm b,
� 0 }15 A-885741. :I Map 85-4-5-68 doted 4-5-1985 by (7) N775601T 541.69' ace, a a nam,., n mm m y ca b �m w T.11 .= pe ya.a
b aw &Iw.-a
Lee R Sallee f.114665192{ Michael M Lacey RLS L-1497 (8) R=7500' L=17545' N7957017 IJ809' meat rram rM n,w7 cmay semen aw,mwa n,.awe Ay A>>�b: Aa
(9) AW58.02-E 21212' °e„ter". �r b, ft X1°11 's6i"`''uOtO•
Deed Book 292/483 �„
(ot 002, 77.098 acre, Leroy Creek Lee R Sallee ..� (�O) NB6'58'021: 406.85' ��nM by An" W, � u �,e,, � x.
"m
52}1� 891 amo/ DO & 331/113! a
S P/at Book 34 062 Deed Book ?92/483 () N86S6OTi 116.85' w ey �.ar w ay mw m. w m p m .ne
SS7J244W 1103.75' / , I (11) R=7500' L=166.18' S89'28'457 1J4.JO' R.- or- .. M.r C-0,
897-010 doted 3/10/1997 by Lot 002, 77098 acre, Leroy Creek
1V 1105'
R=7500' N3622'IBW 7501' (13) 58655057 65511'
Western Carolina Surveyors Plat Book 34/062 .'. ...1
N52U2Y47 110767' { (14) S53'45J6 98.41 w
i to OPUS camps
WilLam H Miller, RLS L-2248 897-020 dated 3a Svrve 97 by nrgs orld a gnd NI of 0.9 13. based for
.,..........5357115717,51' ......................... ........... ..1 „„_,.,.,.,..,,_, .............,............... (151. N8J'S913W 2M.92' 2 Nl daces ore Aaizontals re reduce bcomd'ned lata of 0.9998039M kr NC cam
-""""""' "Westem'CorotJna'S)trveyars
' 975'71257 37.51'William H. Mi/lei RLS C-2248 ^' (16) 544754" 4 J Dela, plat, lease, easement, surrey, and other references indicated in mopped area.
a . '.......'..) (17) N85.55'o6W 4144. 84'
78 SW58WIV 215. IJ'
...'.'. ...(?){ (19) N4IV441W 4849' Plat of Recorded Utility Easements for
(20)N41*363JW 4286'
(21) 50022b7'W 23.69' Sugar Mountain Spine Line
(22) S2617'J7W 21.65'
a .'.'.'.' 4 (23) 56718o7W 6308' for
s`I ..'
....
R/W Easement Bore .'1 (14) AIBT225JW 7532'
2.-W Lee R sdbe $ ..... c1 . i (15) 9;1IIV7W 6347' Mo un tain Electric Coop era ti ve
acres oNecNV
Sallee N 874975" W 251' ... � ' .� (26) S547J07W 19.76' Banner Elk Township, Avery Co., NC
S 5648'IJ' W 410.o7(27) SB656221r 46JJ4'
282/483 R= 75.00' L= 7284' 9 26J7'JJ• W 70.01' R=7500' L=IJ586' (28) s7756n1W 555.79' Spine line easements surveyed by David K. Stern, PGS
cre, Leroy Creek R= 75.00' L= 8041' S 85'09'42" W 76.61' N5P41541 11803' -I (29) R-7500' L=126.51' Nao'J2'42W 149.71' BEN line and adffected boundaries plotted from record researeb
34/061 R= 7500' C= 73.75'N 3657'14' W 70.81' �?..1 (30) N 54 -JV W 1020.54' and are subject to survey confirmation)
3/10/1997 by N 674659• W 514.04' r ' ' (JI) N 540126' W 57 77'
o Surveyors N 67*4659' W 152.06' r ). (J2) N 501:16' W 44111' Map prepared August 28, 2017
RLS L-2148 N 5704'40'f 7.91' 1 .'.' ... { (33) R-7500' L=7718' AM -2;157W 74.00' loo 50 0 too 200 300
N 57J244' E 87.14' J _... ... .I (34) R=7507' L=7459' N261454W 71.56'
R= 75.00'L- 0.77' S A80/J1• E 0.77 �� .._.11 (35) R=WO' L-7284' N79'54047 70.01' Graphic Scale 1" = 100'
S 674659• E 67882' �.' (36) N102'16'JTW 394.34'
N 5648'11 E 4oz4s' �� / yl X11 M. �, I (37) N8749751r 274' David K. Stern, Professional Land Surveyor No. L-1301
"54" ' ' operti s for Children (78.) 00704.467 11116'
> Lee R Sallee R= 7500' L= 1J586' N 50'41 E 118.03' j6j4� � 91
797 ©eed. k 383/1922 475 Church Ballow Road 828-963-5331
1 (39) n0zo! 467 Js6J7
s ora'46' w 11116' �.. Boone, North Carolina 28607 Sbeet 4 of 16
9�c�6 Geed Book 797/46 2� ..'.' '. '.'. _ 1k I '. ;' I� Plat Pdk 12/46

Plot Boo arrer may,asentertt Retained B / `26�
Francis LaaOa/d iB1d$ OL/P3 of 08 1N/JB9 h JJJ/1JJ41 'g' / F. BEECH PIN
p}
N7T43ITW 105.71' Et.Ev. s,so 1 O
/ \ Deed Book 333/394 / � _. N5r04'40E 66.15' / 0�i�51i1132 1336
132 1
\ a N5r04'40'E 50.J1' fa4'gi
•LE--78.55'
A J244 75,97'33 94
R=75017' E7S0/' /N1W,'15915�
538.22'18' 1358
p11 O 334
S52-32'44W80.14' / PI'y'1`s 1� . p 194 63
/ B Efts
S57T1440'W 791' 1 $,4 _,,1,0,�`� 1326
S57T1440'W J7.02' /\k96\9 5Vos' ._ - V1�qp\' / 1 s
PI' .. tP 32 .. 376
y.
_ 1'exis6ng iron pipe J/97 .a ��5�`p) R,��,.
/ 2
57, Charter Ridge\ /
Lot t1�
Plot Book 18/116/ \
R
\ -
/ Leonard Shoemaker/ �
\ / ii .. 13
\
— — Deed Book 487/049 / \ v g / i/'�. x
/ \ 508'0471T tea
1342
SSra'aw 66. IS!
NSz
1121,(xisting iron pipe 3/97 per WHV
Lot 58, Charter Ridge , T4JI. x;86•.'. 6T �d'3\T ..�� 4 :.4z
Plat Book 18/126 \ / JSS9Tr �.'\ 13s 1.
J7B8J.J
g
// _ _ a, ,. .
Leonard Shoemaker \ / i \ P 17551 18
I
I N of Bs
Deed Book 277/1396 // y� 338
569 'Ph y{ 5/8� rebar se f 3/1997 dy wim I .
jA�
R�__.F..4 exrsBng iron
I
I = I' e*ting iron ppe J/97 per 14/ . /,p 4�1 �Ta
f found 4126I br DK
,3 Y1,.'..' 1,88522891; P114562345 134
/ % 33
/ j/ • ca referenced N8750'S8w 9563.59'
::.... y/ frau NOS 'onner
.. j, 18
I.. 342
I Lot 59, Charter Ridge / i. j/
Book 18/126 / ✓//..: Vicinity Mop, 1'= 1 mile
Cat 35, Charter Ridge Plot John
Plot Book 18/126 I Deed Book 2558/742
/ Preliminary
1.,66 � RI. e nt
Cot Charter Ridge I Cot 6Q Charter Ridge / //� / Deed Book 97/669, JA//J34
t 18
Plat Book 18/127 Plot Book 18/117 /;� j/ affecting Leonard Shoemaker subject to final review
/
I John Bomette /
Deed Book 453/759 i✓ N4T4J"291Y
/ Fes\ � �
✓/ N56'S8'OOF 81351'
23.52
/ J - .j✓ S774J'47'E 105.71'
S5656'JJw 87821"
I I / Y'
----------7
orter Ridge /
18 127 ! ..... / Leonard W. Shoemc arq pan
/ • t bk suneled I as noted with date acrd DYS initials.
/.... ; • unsurteYed hataricol point, source! from mib'okd references.
/...... '/ Deed Book 193/09, o intangible propedr or= easement dimenson endpoint.
/ J2516 acres r Job 6
� pe ,%� 0 surveyed or;x digitized uh'%ty pole
JIJV1997 by Western Carolit AX lnitals at pants refer to the sumW(s) cited in mterences.
William Hugh Miller, I --- Measurements shown on dashed property lines taken
acre from the indicated references and for conformity, may be
subject to 75' TVA per De rotated and/or factored to 6t ties to NC gnd survey datum
easement/280
MR/W
Deed eed Bank 3.35reo%gnment
/ . 097/0699 based on Leico SJO CPS conbd and Leica 1203 traverses.
.! affecting Leonard Shoemaker
�
/,. / � S4r4J'29'E ' 38.77omrcocvs rix n.3r •r sn6Er me stm. a xxm c oc,c Sana uvan
. sr•n rotry ma ma µn
October 5, 1!100 Adbandonment per / j '0%19
/ 54T4,i"19F 3B77' I' iron pipe set of a 19' double mal 1i_a �rowm; nw
Deed Book ;33,3 ,- -/ m ry�1
{ S2TJ4"45W 64764" iron p, ober, ax, .,m ,namros f5000, M
mm m:, aay .or pp"'ed
aS 47-30
557J227w 29671' r' condmt iron four 1 o n ,
1,88450. 1 k°w' `°',ry root mu sully w si 47-30 ryyl)) a ryy, C-1, ,e. mer w y OTW K. SI­ as -001
a
N51.0276w 38.28' or m e.,.onoq poor or and ooe aeo, mq aeot, a nor .se..t o. dna, on usr q
/ j! N5 1109 38.30"
C'
/
/... / N5OJ2.27£ 296.94' Leonard W. Shoemaker ^�'r nr'� smro+ cowew, a..,y county
/ o / r ,aa oea mm�ro:,,uara i x yr tariff �tw.weg. mor rr= r.,w pw
N27J445T 65209' Deed Book rron w n.wy coven su., M--of row di, aa,,
193/0976, —1m an „ayes, n•aaeara Amy C-1,nr
amao, a :unm,;,n, me e,., net q w oa„.., ,u,:.mmv rn
­
nxx a y w A» o—ty RIp* A­
32gets
516 acres per Job /B97-038
/
...- 3/31/1997 by Western Carolina Surveyors, / mgrwetrcw o REV" OPM sem d xwm C>d n w
°` n"y rte'' m,e w a.>a a pt ro .nen a
{ y�: William Hugh Miller, RLS / R ori
:subject to 75' TVA per Deed Book /r aawwnnm ro.�. oma.;r r
Lot 61, Charter Ridge 097/0699 /
/ / / 1. NI bearings to NC MO 8J(2011)
Plot Book 18/127 „A� . � and cooraiwh s are relob're grid north based on OPUS comps.
'�' / / 2. NI distances are hodzonto/ reduce by rnmb'ned facto of 0999803944 fa RC
Leonard Shoemaker gmund,, grid comps.
/ `'��` J Deed, la, lease, easement su rrq; and other relererrces indicated in mopped ores.
Deed Book 297/1139 :.:.:.:../.....�/
-- �....�-.% 9 � PAe / Per P
... existin J14' Iron r J 1997 WHM /
/......
iron of chestnut stun 12110 per RED /
J, \ ��\ — — Plat of Recorded Utility Easements for
Sugar Mountain Spine
Line
�%.
______
/ \, . 1 � j0013 acre R/WI eosernmt , �: for
JDeed Book 97/669, iti/1374 Mountain Electric Cooperative
j. � Leonard Shoemaker
/. Y� aNectig
�. �.... .j.
� S2r15'20w 2.24' �-�.. Holston Presbytery Camp
,+.,I Banner Elk Township, Avery Co., NC
I ;,;'
,vars6o9w 15.56' First Tract%
.,.
...... .+ � '� N4i'5936W 5.00' I Deed Book 057-598/ .; jf ' Spine line easements surveyed by David K. Stern, PIS
N45'S9'J6W 18.91' / %' ' " BEN line and adffected boundaries plotted from record research
N45'5976W 39.17' I i ;/'/
i
N2T1520i 4.89" (and are subject to survey confirmation)
• I
/...... S5IW'J7E Je.Jo' / Map prepared August 28, 2017
..
. . / .... - .. / 1 I S51'0061E 3818"I / 100 50 0 IDD 200 300
i' x/ Chris Smith / Yi
'i/
/
Deed Book 9J/570 Graphic ScaleI" = 100'
_ L I i� 13.950 acres per PLot 75015 /
February 20, 1975 by Davd K Stem, RLS / '!'% '' David K Stern, Professional Land Surveyor No. L-1301
475 Cbureb Hollow Road 828-963-5331
Boone, North Carolina 28607 Sbeet 6 of 16

B _ X S\ \16'
/369 R JJJ/1JJ4J .g , 5 i
SW=5i J752'
William H Miller, RLS L-1248 :^...
g .;'?s . '.1
(16) 544:54
(17) NEW
BEECH PIN
p k 4,L\Q} �,
p'
-? moi
`,� (711
(18) SW56
N4I77132
ELEV. 5, 1
0�
�°�
/
�/ E°oc•9�
.. --I
(19)
(20) A4I36
132 1 13366
1
\ \49591 ,�^...1
\'�
h
(2 JJ 50622
133 194
77'18 8.75.01 i y11 ��\p014
R\ .1
a j
(22)S28-17
(2J) 56718
1358 334
1sa 63
BA Ale
49' 9 ST 0
R/W Easement Three
..: 4.
g ..1
(24) NB722
EBS
1328 ✓
\,� \tip` 5 dose'" , �� �0\ _
�I Lee R Sallee
2.100 acres affecting Lee
N 8749J5'W 251'
R. SaAW ,a . . l
.1
(15) S87I J
(26)S54-13
32 ... 376 t s
15 '0}�" 15�'Lk'1
\ ..cQc1
S .58'4B'1J' W 410.07'
(17) 586'58
a
/� Sz" Deed Book: 292/48)
Lot 002, 27098 acre Leroy Creek
R= 7500'L= 7284' S 26J7W" W 70.01' R=75IX!' L=17586' .j
R= 7507' L 8041' S 8509'47" W 7661' N50'4/ NE 118.03' \
�-
(28)S72-56
_
(301 N
Elk i
R 7500 L=Q7T Plot Book: J4/062
R= 7507' L 7775' N J557'14' W 70.82' y ��: - �1
5�4�'
t3
r�i�4Q"II S0604'317 0.77' 897-020 dated :J/JO/1997 by
d' Western Carolina Surveyors
N 674639" W 524.04'
6746$9' W 15206'
/. '1
7-... (JO) 'I
(JI) N N'0
(J2) N 5410
1x2 O
;: Jro
y1 .. 6. \ - _`; ... KNom H. Miller, RLS L-2748
. � ... �� ZL K--._
N
N 5704'40' E 791'
N 5731'44' E 80.14'
, : h
i I
(JJ) R=75
(341 R=75
y 10
.86
R= 75.00' L= 0.77' S
08'04 )1" £ 0.77' I
(J5) R=75
. .
.
, d gJ ... ✓ sT�, • `"``.�� ----'!-�
Z
�4
S 674659" E 676.82'
N 564813 E 40245
...�.. . i
f.. .. 5 . .(37)
ice... /
,�
erG s /or Children
¢....�,i
(J6) A'0716
(371 M8749`
4 x2 13 5,
1
��14��5 ^tl38',,,r75�.. .. �T
` 'p'3g
R=7500'(-1J586'N
Cee R Sallee
020146' W N116'
50'41548. IIa03' .. 49
/1161 1' k3831911
I'' 1� /
(.J M7704�,
(J9J A0704
�d 33
{
.
3 rebar set J 1997 6 WJIM - \
\\� \}V1 4p ./ Y .�.-.. ,\ 6j
01' exrsti von rod 12 2010 RED .v s
6�A 4� co /surd %ZGI3�OKS �.. ,.,•. _.
Deed Book 292/48
....___..........Lo1001,..27098-sae;LeroyCreek _.......
�">
5...;. ✓f.-. .. ii a 1 I�I Plpf k 22/46
01°4 1
___..._�� ../ _.: iii .. h {.:. ..:Sh3of 4....__ ._......
"'I'
_............._...._
°
NBB51Z8.91,.BII4561J45 "� Plot Book 34/062
re%ronced N8750" 956159 '� f j: �`� 897-010 dated 3/10/1997 by
from NCGS 'Banner. �� /
1 \ �� v 7 5= doted 4-5-7985 6
- i P�ywg� Y
!�1 i{ w9 et M ce RCS L-1497
^ 1 1 I...•"R' y
BJ' �'
tx 33
..
Ono, desgrr template / � � � ..
°�
/^ �We`stem Carolina Surveyors i
�
1 �Williom IAldl@r, RLS L-7148 i
.. .�
� '� - ✓!jj I .- � . ,� I
.l1 i�}
iron found 4/1985 MK
_ 18
Tom
• ��� ��7
y 'I
V i� �''" \o\o\ found 3/199) WHM I
saz
O� ' \ �� i. ✓
T
f 19 }� Tabor found 112013 by OKS 1 -1
8114660951 '`=f1�_
David A kConnie J LoYo -.
Y
Aa4�Q5/.98'
45 '. / \ /15� '91. �''
✓ . }�� referenced SISJJ35 W 757298 f ' .Imo'
'� M1 (honzontoll) from NCGS 73pei I I iw
r (JJI�
✓✓�'
✓
ly p, 1'= I mile
Kcim Ma
Deed Book 452/1709 0.003 oneY;.� /
,/F ��- R' j1�
\
4`J' el
✓✓%' %'
.
Tract I, Plat Book 42/50 1a , - 'o✓•\B1' S 1, I I+ ✓ %i'
loI D10157 dated 12/06/1010 by 711< -0.087 acres / �i✓k � - � �4` { ..'.1�
Ra/ph E Dougherty, PCS L-41551 �� y -R 7500 L8041' Holston Presbytery Cam
grBsj Yt r1' P 7 i
Q/j ,_58509411YJ66F' Deed Book J43-1412 s _
typical carstrucNon ! / "'4 - ' - - - - /
easements
easements for fill y9
N c36
a/so shown on - --------
�. ____ _ ------
sd AA
Plot Book 14/062 -----
edemol to R/W h
affect 10.18 acre /' lI typical construction
r I
D for
518'rebor set 3/1997 by WHM ti>o
existing iron Tod at marked
897-020 dated 3/10/1997 by
Western Carolina Surveyors g '
(see 5'heet 6 for / /l easements cutg
design study) / / external to R/W
IR r 4, 7✓7
/j affect 10. 137
- arch 17/7070 per RED
found 1/1013 by DKS'
N..884954.05; E. 1146190.15'
William H, Miller, RCS L-2248 N q 1 s I ~ 7
... _ _ .....
�N6y. NZyy'scb' ;
.................. _ .
Preliminary
0.018 ares �/
" (see Sheet 6 /or
...Centerline of JO' Road RaN o/ W@• Easanenf
�zjik, 'dpi '>7gt.
0.007 acres ,r7 ,� design study) �___
with anter of exatina Road 0696.J57
1
Njy'x. >00j, . {
\
subject to final review
0.050 acres
Begmmng point N'WM6295, E: 1144849.99,
of intersection rich bamdory k PorolkI Rood
;
a q>S�• 'L ` 1
2 R=39,25' (1 �rb'13t 52,10'0?
•
/ Jv/N1 irons found
J. R-J58.57 L=83.06' C=NJS48'56E 82.87'
4• R-9791' L=28.59' C N00'48'S7T 28.49'
Holston Presbytery Camp g �u� .?�
2/201) d� 11/2015 by DI(Sl �(
t
5. R=JJ235' L=6507 C=NOI'56:i17Y 64.96'
6. R=629.49' L=90.69' C-NOP27J9U' 90.61'
Deed Book 057-598 ,�'
/
I d I
I 7I�Y/ 1 g,
7 R=20796' L=68.47' C=M743d41T 68.16'
... .... �`
a R=291.55' L=07.71' C=AtlO'M'461r J36.4J'
R-M.. 12' L=79.58' C=N760144 E 7616'
/• �,'v \rA�`Zy
ry�`�_,oQ° 2� %tea, >s .,� �1 '4
Leonard W Shoemaker J r. �11
10. R-78717' L=256.98' C=N54:7i:751- 26570'
il. R=29415' L=I06.B6' C=NSJ'5T'19E I06.78'
'r 4'51- C'' /,o `9�'v�, ✓ ?>.Qz ,.
\: IV :t;, 6 's>,J„� ��� Ql,�
�%'�� ��
` ,rte
• tong,D/e 'un, point as noted with date and 04(5' inilals.
Geed Book 293/0976 \
Deed
12. R 2516.11' L=201.3/' C-N45'45'OJ'E 101.18'
13 R=767.70' L-18710' C=N7604'00'1- 179.47'
¢�,a�i i�i',k� >„ its• _ f,Qj ..�.��ij.
°� 4° �'� 4 Q7• �� , ({f. ��
• unsurveyed hestoneal point sourced from kitakd ret-
o intangible prapertt• or. easement dimension eMpoint.
12516 acres per Job 897-038 '
P i
J/JI/1997 by Western DOrollf/a Surveyo s,
1
'I
J4 R 15554 L-6599' C=N20'l5'16t 6550'
wth ante of const octan desan /77I.JI')
15. R SJJ6' L=19.47 C=N1I'/30JT iflSB'
�, '6'. 2
�a '1r. '
v� 4rq n j6 r ��
✓a i o� 4f ��
`,`fid•
�.�
pJ surveyed six dgX ed utility pole
AX Initials at pants refer to the surveyor's) cited in references.
--- Meosuremenh shown an dashed grope ty lines token
William Hugh Miller, RLS -
to 75' NA Deed Book 3
i6. M79'5878V 184.78'
P �a,4, �.P�✓ 'ry B7e
is �,,y'
`t,�.,( •iT
(31) �_.
,`yam
/mm the indicated references and fa' conformity, may be
subject r
l / Pe 61,.
09710699 : ��'',
iL R=10504'(=10108'C=N161401'E J94.8B'
,l, $�3 >
.h 'Pim, ,by
`4, 7 b/ �. q 'qty dr/• oo
rotated and/or factored to fit ties to NC grid survey datum
based on Ceico 530 CPS control and Leics 1107 traverses.
-,
til
�I
18. R=15420' L-7765' C-N32'203WE 76.83'
19. N1755'IBT 5206'
,
t
�`
aDPma IM m RAT me suer IME' 9* a *dI Q.F. ►•'e*w° C-a'
ad eo.a nom ° we www
/"iron i set at 19" double mo J 1997 6 OHM I
pipe maple / Y
20. R 90.07' L=126.18' C=N5604''O 116.10'
r /I y�
✓ '•h,. �'
��.
oua^
� i:u" a.
I
imn pin 11/20/0 per RED ,%lF
I' conduit iron found 11/2012 by DKS 'I
N88450533' @1145750.70" �' ;' '
2J. 581'45'57'£ J 1.87'
term' us po22. int N-Ba505t.98; 459W..24'
-'� �;
1,�i Ho/star Presbytery Camp 0 ys?
Nstic
d nom+ <�a eww�°�°:,=- mc.° aaa
e,ae wno cern mm. ;ea.,fa aw yin w my b a,vawldm
as r'r',°mJ0„°� ma M wmy yy aS 47-30 fflf) b raw c-/: /.n IM M° avwr /bed K shq RS -1301
at intersection with bounds oNects11.65 acres
boundary ( )
Deed Book 057-598
comping
a ,,, almAw aa�1 a n°d
Leonard W. Shoemaker / \5• /
V
E /es structure'
t
AOa1I Od- 1. Camh5tt4ro.leAge Nrotr11, a1i -piio 9 m
/, 'i /
Deed Book 293/0976 }1 /%
�I:I �I
Bold
nam, c from M° Awy rawly SW- OrEvwrxe os °n ono to the a*- Ao,wmao; Awa• n-4 nG
a6,°uw a 1 " me ore °a �a q oro ad�w,a Aan:,wlo m-
J2.5I6 acres per Job M7-038 f�i
l
�'
data point inan,
--*I n un'
1/1997 by Western Carolina Surveyors, / ! , I
I
��m�m
(1�17rMOM q /C1Iw mm2 SAA a rA.m'"t A
°�' pw 10 '
William Hugh Miller, RLS / I I i
subject to 75' 7YA per Deed Book / I ¢ I
I
i s
;I'1
appm»matey n
� °,woo- or a s•:.. ar Awr o-tf
I'
097/069.9 / l ' l
/ / / '
\\ `
location of o stake
where o 450. and
N884450.74' E
/ NI bearings and coordinates are relative to NC gnd na'M N40 8J(201 1) based a/ OPUS carps.
Z All distances hairwhol by factor 0999803944 for NC
/ , /
`\`
referenced N8704 5
are ground' reduce avoboW of grid comps.
J Deed, plat, lease, easement survey, and other references indicated in mopped area.
1997 per WHM
fin N
12/10 per RED-
Plot Recorded Easements
-
of Utility /or
Sugar Mountain Spine Line`
E
`\\
"'
�I
/or
i rich center o! existma Road (1696..75')
Beginning point N661J6295; 81144849.99,
i
,.�-'
c
MO un tain Electric Coopera tive
lel Road
1. in ersectian R=875.78' Ln262.00' C=58734 boundary in /JJ'' 261.02"
I
' i' ll worship
I
Banner Elk Township, Avery Co., NC
Rork
2. R=39.25' L=57.13' C=N64'I31J� SZJO'
I
Spine line easements surveyed by David K. Stern, PGS
J R=15..57=8106 =AW4852E 8.49'
4. R=9791' L=28.59" C=N00'4B 51 � ZBA9'
%, '
;�
BEN line and adffected boundaries plotted from record research
5. R=37215' L=6507' C=NOI`SK1?11' 6496'
R=679.49" L=90.69' C=NOO'77391Y 90.61'
I
(and are subject to survey confirmation)
6.
'
Map prepared August 26, 2017
7 R=207.96' L=68.47' C=AW30'41't 6916'
is 8. R=291.55' L=13771' C=AW4446'E 1104,1
:.
��\
I
loo 50 0 107 200 300
= �, 9. R=79.11' L=79.58' C=NI60144 E 76.16'
I0. R=787 I7 L=166.98' C=N5433351-W70'
✓ - , : it. R=294.15' L=106..6' C=NSi'S1Yoy 105.28' Roundhouses
✓
`` _______________ _ /,
-
---'---"- -- - '��\
Graphic Scok 1' = 100'
David K Stern, Professional Land Surveyor No. L-1301
17 R=2526.21' L=101.34' C=N4S�50T37- 201.28"
\!
r1 R=262 70' L=18710' c= a'oo1 179.42'
;
`:; I
475 Church Ho//ow Road 826-963-5331
6550'
14. R=155.54' L=6599' 10'!5'Is_Ewith
`;,
Boone, North Carolina 26607 Sbeet 6 of 16
Center !

o
��' '�• ��I
\
!/
BEECH PIN
132
ELEV. 5. t ��
132 1336
L
\
1
133
/-'
\X- ,/s9 I
_6> 194
1358 334
194 63
B ERS
1328
..32
376 1 5
7
Elk i .
..$��
Pro
Properties for Children
P
O
13
' .S1' °j✓ \\'
Deed Book i83/1927
°
\�
13x2 t8a
3 �' ! `3
-14 0/ ,a,,_ `yn g.g iyijB \\
..
:.. \\\
// Plat Book 22/46
//`,p� \ Sheet J of 4
`"
GAi, J
O Md—Y
o/. �iy..�`E'?r '� $
4- °Rs' e
-4 �. a 4 moo,/'Rs�
�^/.^r��"�G„Cy�,P61e�s•!�'r'li
J2 \ \
i ).
\
/ �e
l.mu Mop 85\4-5-68 dated 4-5-1985 by
Michoi(,U Casey RLS C'1497
O 4 si
.. //
OQ leased t0
Q
Holston Piesbyierion Camp
Cabin 2
1a
�"
\�'....... ` ....... ** //
Dead�Book 51/626
R/µ• easement A also affects approximately
O
338
`i
9,p
(0.124 ares of parcel leased by Holston Presbytery Cara
Holston Presbytery Camp h1 . \ .... ' L
rustic ?' \. 'Ei .'..
Deed Book 057-598 0m.Cdr �'�.....
insuhit evidence recovered a precise boundary location
Cabin 1
t34�
1
ping ,�6'O�,i
Eagles shucturc �!� \TY
JAI W572606T 7820, \
(B( t554'01161 20299"
33
II;
1C
Bale l�fs>>� {JfldfO .' p,; p
cog ... [x LJ
3N78W'J W 18.41' \
.i^ f tN54'0176W 57.77" \
j
_ to
l'1
data point in an b/d Hence li \
pmportioned from Hist l �• \ Ir f . \
; /' saz
I
measurements 101 to
a noximate the t ?
stoke: cliff
�'e \\\�
.`
e "
�= mile
VKinify Mop, I I m
,\ \
:\
wh— a birch ond' locust stood
32.27'.444"'
I
N:884450.74' E9fm
o
\'`
NCIS
referenced NB7W f,W/$� -.666'
\���i
small sparge one Nrrn (w ash)
near a large roc
°! �.'..'.
�Cw°_p
\\
Ae>n
\ N��a
Preliminary
subject to final review
I /\\
.. .' ...; ..
8
course
I course
\\
I
\
Holston Presbytery Camp Cory
Deed Book 0/188li.
/ \
- -
Mountain
...
?4y B�� \\\\\ \ \ \
\ S de
\ I
o
61i� °
-j,
�; >6 �
\\ Properties for t
\
... . Deed Book J8J
\\\;`.-.;. ..-
• tangible su t os noted w'th date and AY$ ini8als.
• ups of pont scorned from i,boled references.
......... ......... ............. I . ...._.. ........._
...... treehouse
/
, : ;; ' Sy19ff
Plot
\\ .'.' lot Book 2[
J of
Mop
M° 85-4-5-68 doted
o intan pedy w. easement 6?nen— endpoint.
Rf surveyed arO diOlzed uhYty pole
9X 66242 at pants refershown o the savezw(s) cited in refeneces.
\0'L� /
M Lacey Rt
\\\ . 'qp `.,�,��
from the Measurementsen
dicated references anddashfw n pro�dy,linemaykbe
`
\ /
'.'.
notated and/or factored to fit ties to NC grid survey datum
�\�� /
y \\\ ✓i,�,
!��
based on Leka 5JO GPS conbol and Leico 1201 traverses.
`�`�
/ox/e iron spume not
j= (
•/
ascertained J ✓. �..
`S! \
KnOrB a''1irt^ g'ow' wow g°'"'ry
ss .nor non m
my mgsncm m//9/10/1 aevrdi fo
^9 dn�n
,/
Wird / $
/ 11J by DK ,}.
woke set 7/25/7J per REG �., .pG9A"
,nfmMm m ray bion
"a �'' moi r: rsaw n,r w ea„a,;. „or ,,,,vie o, yn,,, a>k
GS 1I a a
Robert H & Stephanie W Jones ���'P,��\(:/
i mirtunf �RNf nm °m"«iroloXMU ;ae/r P a m ,n' °in° x �n"' "5 -1301
1i
/ \
Deed Book J75/144
c1974erb � : "!r??,y! l
,aaaemMU by cv�xr na a'namr .%k d n�nn camsn, a«y coMry °x''
1,I11�i
I
row pin at chestnut snag, per JPB
/
/ \
Plot sed 835
// Y e '.'.:
.. y
Robert E Grindstoft, R(S L-1294
awmov .ow naA ftry spew @ m m, ro u,. &d—ai:�wa. A" r. A nc
ar.m'a, d ,.e aa, �r a wf-q un owo„ se wn, nor
M•r r� �d d aa: oma..
.f_I' �/
GMe:
fflu now by W" orncnR Std, d Atom Caafai b wry Cane
/
:iron set 4/B5 by MML
\ found 1/90 by JCB r
t se„v. oma, d,1•,y gwnh rnnri IW rx e w Of to .W mu cetiTiMe u
drams ends wr ,romtoy rvpi m v„m fn A•,'.. oar ,, Amy gamy
/
/
\ Praperbes for Children Trot recovued 2013
\ Deed
0.09 acre . \
/
parcel
ti�6\
Deed Book JB.i/l9/8 \
1. All bmnrrgs and coordinates ore rehfive to tK' gird north 1140 8.1(1011) based on OPUS' comps.
-\�
!! /
�"'�
5 /'
Plot Book 28/115 0� 5
\Map /90009 doted 1-19-1.990 by `/�`
2 Nl distances ae honzono/ ground' reduce by ganbiired /coca of 0.99980.1944 /w AC grid comps.
J Deed, plot, lease, easement, surrey, and other m/erences indicated in mopped area.
`,��_ ----
/
fence caner 7/25/73
' ' \
per REG
\Jerry L. Boll, RLS L -J108 /
W
\ / Robert H Cr Stephoi
Plot of Recorded U6/ity Easements for
---
� ---------' � \
\ 1\ Geed -Book I5:
Sugar Mo tarn
Troch 2 D.;79 aG
un SPiD e Line
\
R£ G
for
I /
Halston Presbytery Camp Corp \
\
�`,
Mo un tain El e c trig Cooperative
ve
I
Deed Book 68/95
_
\
y/
\
center o/ sprang 7/25/7) REC \
Banner Elk
/
\ mn found 7/25/7) by REG in
\ \
per \
branch \Tony f & Gaye S Dickinson \
Deed Book 21//247
�er�s2�dB
Township, Aver Co., NC
Sine line easements surveyed b David K. Stern, PLS
P Y Y
/
Piot IIJD77-2
bL-111
BEN line and adffected boundaries plotted from record research
revh\ Robert E G7n�toff79RLS �d
(and are subject to survey confirmation)
' /
\ imn found 7/15/7J by REG in branch\\
/ 1t
Mop prepared August 28, 2017
\ \
1�50
7/15/7J LIED` Cha rles
too
0 300
\�iwr found 7/25/71 by REG in branch
\
stoke per
\ \ ��. 7JOTDee
Ro
a phi" scale 1, = 100'
\
\
\ iron set 1/76 by REG
David K. Stern, Protessiona/ Land Surveyor No. L-1301
\
\ /
\
475 Cburcb Hollow Road 828-963-5331
/
Boone, North Carolina 28607 Sbeet 7 of 16

Store � BEECH PIN
warship �"
Paint /� ELEV. 5.5 1 O
/ 32 0
132 1 1336194
1
133 O
llildcaLak(13751
e 13se
/// Edgar Tut ts Memona/ Associo 194 334
63
------------ERS
- - ' i ` i Cake plus 20 feet beyond waterline /// :i 1328 B
For /
Circle I ' _ — J \ 32 376 1
7
X11 1 i
Coban 4 �/ J Elk i
L__
' /' O I y,l Lobysinth13
---
,,,
Cabin J ' ! O _ 1342 184
i
.'...
Canoe
Bel Shed 442
I
//, I 13 x
Cabin Z 8ungobw !'i ' /
..
Ret I 18
O: 338
cabin 1
,f% ' Holston Presbytery Camp
134
33
7 ' Reaeobon
Fw/d
18
Guenther Rest 542
Hall Rooms I f
_
\\\ P/ay Q .; j= 1 ✓roinity Mop. 1 �= 1 mak
CO.,
PI round
a -- - ' Properties f�op�rAr€n
_ PP_r°x_bnoleyouhyon one - .----- --------------------- "" Deed BJU6/1921
-/
-C
_ease e r �P%1o�j 9pdk 12/46
- N7 !ten �\.` ''/StfeeIF 3 o/ 4
g�/ \
T97{% ^`
16pgpJ,I7096Br'roto/-_ `�-' \ \ 'am"Office Mae�� 'ore/ M� �t RLS L-1497 n / ! \\ Preliminary
--___ `\•� leased to
- 0 "0xxna/e1 oKrcerea " , Holston Presbyteri� Camp d
- Deed Book 51 626 [ f5J (14) (13) i [ subject to final review
iocalaip26
Nature _ _ _; j : Awtor's hou play/trcehause �--lo 'E 1
Hut Residence ` N
00'___��'�
_ w 1
_ u �' (II)N86'S8' 2� 136.85•
R=7; [ 17545' �°A?roxnyte leosw area extent -- --
sw
N79'5701T 13309 i 408.35 ±' g' . -- -
[dl .... N86'S801T
N865801T 21222 c.(1 N413653'116 4186
- .. 7613.U01[�1.n� .. iron set 10 7 6 WL
i9) t3 by Dk
/..... .. .. .' founit
Properties for Children '° �. r,�a seL.at.eirrJr-[fen-kee)-P/tJ N'�4o31ys.)f90i436' yrg.t _[61,, �1 .o. referenced 118953"01'
..
Deed Book 383/1921 .. .'. -- ..- r&erMced S8955JD. w1 X77.70 nom tIC0,, Bann' ... .. .. )58658,01 w t ted d bol
... .. .... targib✓e s nos nor nM ole and DKS rm s.
u eyed pa
1.90 (IOJ
Plat Book 22/46 .. ^ ...�.�../ "� ....�.� .'.'. .�. _ (1l ���----yL--------- (1J SB658 � _ � urveyed historical point, sourced from initialed references.
... .. .. r-- ---"----- w antangaMe dxnensron endpaant
Sheet 3 of 4 �� �� properly
t 0
Map 85-4-5-68 dated: 4-5-1985 by 541 69 ...... /' / .,.. _ t r ;1 0
or inte ret%Mottity =Ws)
499/1089 -\_ lnitroh at in
\ 56,p1� ocresn08 pocited references.
Michael M Lacey AS L-1497 N77 �) Dae/. u ,'
e 1361 .. Hkkory Nut Cap Road dimensions $ anecb'rg Swankold -- Measurements shown on dashed property %nes taken
�� yh' 1 S4I7Y44T 4449• ,y, from the indicated references and fa conformity, may be
, DB. w S41'08'I8W 4706' ' James M & Ann G �Wirikala [ J notated and/or do toted to 6t ties to NC qnd survey datum
r x 54l'03'Ib' 641 9 Deed Book 431r6�1 [11 .S86'S8'01W 181.90' based on Ceica 530 GPS contrW and Leaca 120J traverses
/ p
5555.79 y. S39'24'18W 59.18' Plot Book 411x% [3I N54'1307T 19.76'5
5fi 01 rebor iron set 485 b MK z. S49'41'18W 39.44' til' p�, � 4 NBT I f 07T 63.47' ��� x � �' !� � � ,may w°mry° �ry�.
.. .. 917 / y S5535.18W 4174' Mo 07-10-1 } [ J'�-
a.
found 1/90 by All dated October 18, 260j'6 [5] S8T2233T 7531' r.+r + or rs rr wrw,mm, a.o.e a nm
.. .... ..,/ ' b. 5597827W 31.06' Fronkie Ramsey o n Y 6 aw mea a aee.e„ o ax � x n r:ruup mot me eeeenoer „ors n2 ,ao.n nor,:
l
found 1/13 by DKS Needham Michie/ M. Lacy, PLS L -1#91T (J N6T'!8'OIT 63.08' a r� .,5n �eaorea w,e e>,x e; mm .® Honoree „, oa ode .m
wl rs
'�� iron set 4/65 by MML - [7J Nz61r37T 21.6x• r' ��4A1°" yv ,,,,,t. x„ as 47-M r rr r c r «nor m.
// i Deed Book: 259/447 nCX) w me ..,.r omiK.. si-,, Rs -liol
% rebar iron found 2/13 by OKS i [B] N00'12''07T 2369' w m 5=ann9 �,5d d .mac me a>a ,ot own one.
1 h p & nail set 8/75 by MK z^,e
X.x!sy�`f� .. ./: s1umV 1/13 b9 �. 9 54I363JT 4186'
\�' �� k Y not recovered I/13 / k -� Hckory Nut Cap Raad dimens ortS i [ J AaXOUXy
// 235' m N by OTMNX �.Mnp smn nr r�rn comr�w. Amy 1
t ...y : / / - o..500'220rw 2369' m. Ql IB'42W 1.90' t c5-e;en„sM,ra 1 Amy c 1, o�w,ied95 mar rM r r y r no.,,
..T 1922 / D9"H. fou ` �� `D' \ n' A S261737W 11.65' n NJfl842W 41.75' ne.�n ,: a e,�a1 1• m5 Amy r 5nty s� On'— � on e:�rm ro me o,zoc.,ur:.rtuh.; ,a y -ft nc
922 Sbg� m o z \ ^set by MML ton set 8/75 by MML �� c. 567IB'07W 6J AB' d y02'1I'18T 34.71' a �,aiDm_ o'^ °a' "°r ay'"'e ano,a q ee oa,wKe Amw,oer> r>
'' ca^ty R*g M Lit G'fin
eM'
•� iron set 8/75 4' ' nd 1/13 by DKS i/2” iron found 2/13 by DIfS v d. NBT21.53W 7531' i p:'NOB'03'I8T 64.34' axe
Aron set 4/85 by MMC `- 4� `� o by MML cnvrsr.5mv q REllftr ammltRx store w Anrw Cmatnz A
w R� a _ e. 58T1I 07W 634i' -� N7618'41W 2794' bb
found 1/90 by AB r1�r :Dale Presbyterian Church t�' trot recovered 1/1 / 4 r. ASm.,. oro..- ar Amy comry owbry w ee r„q, d aer ro .nz+l 5wnr ,re a
%4 / S54'I307W'�3}I' N5f.'0742W 29.79' James M & Ann G I wr.e
not recovered 7013 - p1 \ / �' .k r. meet: oa .ra<vrwy r tv..e.,n r r.5os y. Redee W- Amy cwnty
.56\ \Deed Book 56/368 & 211/391 Hite nument ,�1D Z set - 9. S2S10� '101.36' s NBO'0541W 15.05' Deed Book 4327
t 8/7 by MML \ / A 52613' 9 29.02' t S7477'16W 3719' Plot Book 4!/
by
19� Diann Watson / MMC s h
5\ o\ 1/1 — S30'34'lVlr 7.56' u. SW40'IBW 148.68' Ma 07-10-18-110 dated OC 1. AN bean' and co�'nates are rdotim to NL' rid norM NID OV g canes.
/ Deed Book 310 162 \ / �, h P ' 9 of 0.918 bash for
0� (� � ^> a S4I ;75'1$W�,j9.57' v SSSOS7BW 60.J5' Michael M Loc PLS 1 M distances ore haizanto/ 9nou�' reduce b cotnb'ned tactor of 0.9998039H for M1C rid
\ / o r 9 c'onPs
o y,
\3 Plot 75-8-19- 99 iron set e 7
Ole<��
90 by "}�d'�j \ \� \, / _ $ k 61'18'18511(„78:05'---w. S4}'08'18W 4706' J &vd, plat, /ease, easement, survey, and other m/erences hilicate7 in mapped area.
/ \ /� \g dated 8/19/1975 by by M& ion set h € t. 1742 W 2 66'--- x S41103'18W 6.47
'\
,0 5b1 Machoe/ M Lacey, RLS L-1497 by L� i
Robert H & Stephanie W Jones \ e��j�
ca \ \ \ Boyd & Jean Romsey Aron found. 4/BS by MYL in fence
Deed -Rook 155/126 \ ,� ¢ /Sean C & -life estate / comer at orktd double maple Plat o/ Recorded Utility Easements /or
A\
/ \ Tradt 2 0.'79 acre per �, \� a° any Wilson \ ran set Amy D Pepin /
/ \ .revised B/5/1974 by servce /e I �C� tiA \ Oeed Book 1711427\ / by A�N(� DB 424/1801 Deed Book 437/2407 / /Sugar Mo un tarn Spin e Lin e
RA E GnnifstGl RLS L-1294 / iron set 8/75 by MML /
DOT capped R/W iron found for
} found 6/75 by W/ found 6/88 by AB at fence i i / / Mo un tain Electric Cooperative
art /
I
Robert H Jones i I /
\
\Tony E & Gaye S Dickinson Deed book 155/126 \ _ / / �� Banner Elk Township, Avery Co., NC
Deed Book 221/247 \ lot 8/5/1974 \ I /
\ revised \ / iron set by MK Spine line easements surveyed by David K. Stern, PLS
ter` 2B Plot 773077-1 E Gnndstay RLS L-
rest* 8/5/1974 by / �' \`� \ Zpoanl 6/88 per J. \ ` iron Iset 8/75 by MNL in drive James Alford BEN line and adffected boundaries plotted from record research
Robert E. n�sfolf, RCS L-11�s1 Deed Book 163/674 (and are subject to survey confirmation)
iron ( s found 4/85 by MW
i set b M Plot Book 16 106 681156-1 b
nt in cente�ne 6 B8 ✓Le r �[ / y Ma prepared August 28, 2017
pa / per �I Robert E GiindstaN, PLS C-1294 - p p p g
stoke 7125171 Charles &Joanne Gorlori�ti' :'� , iron set 8/75 by MMC too 50 0 100 200 300
�• I / \
Deed Book lOB 204 found 6 88 b
/ Rick S & Debbie H Gentry / y ✓ B at fence come,
Plot 73077-2 revised 2/4/1976 by Geed Book 194/117 III / / / CmphK Scale I" _ 100'
Robe E. Grindstolf RLS L-1294 \
/ plat688046 by Aron set 4/E
Aron set 2/76 by REG/ ,\ iron set 7/74 by REG Roy & Ear/ine Crews Jerry L. Boll, RLS L-3108 \ _ _ / / Pau/ B. Ramsey found 3/2a David X. Stern, Professional Land Surveyor No. L-1301
m / Deed Book 11$/752 \ Deed Book 477 1404 stoke per ✓PB B/19E 475 Church Hollow Road 828-963-5331
\ }i'ron faane
s/es by ✓Ler , %< Plot Book 41/197 doted 03-16-2009 /on farnd 3/1009 6
/
\ Boone, North Carolina 28607 Sheet 8 of 16

/
J
{
/
BEECH PIN
ELEV. 5, 1 01
132 132 1 1 1336
133 ^ 194
334
1
O1358
194 63 ERS
7 /
II i II
1328
132 376 1 5
Elk i 7
1I
i
,' t342 O
I i i I
�: � ..
I
r
42
13
338
��il
li1i� t
134 33
1'11111
- --542
1
Properties for Children
fOB; ✓ miry Abp, I'= 1
Deed Look J8311922
mile
/
I
Plot Book 22/46
Sheet 1 of 4
Map 85-4-5-68 dated 4-5-1985 by
'
Michael M. Lacey RLS L-1497
• I
Aa
R/W easement Two, Properties for Chidien
R/W easement One, Burleson
i
} I
/
0.117 acre affecting Ovedap J area
1
R=7500'
TFF
"/
C=166.38" ' Properties for Children
(1J N 8555'06-' 26259,
[21 N445446T 4.70'
(JJ 58T5973T 114.91"
\u\p\ - / da
,� ;ahae/ Preliminary
101• t��/'
y1 �� ;�'/ / / / / ,ate, o
- (12)
1J SB97B
1
y�' I
45T 13l.JO" I Deed Book JBJ/1972
[4] W4536T 98.42
[51 S855505T 4a7J'
L� A,'i3° 4 `
SA' � r�0
subject to final review
N_ D
#-/ Plat Book 11/46
'�[ Sheet 3 4
[6] S50'J4411r 10896'
dap 3
�S � 7 0� Danny
4'
& Carolyn Burleson H
Deed
� o/
"-7 Map 85-4-5-68 dated 4-5-1985 by
Plat Book 22/46
S°}7''7
Book 112/333
1 (113448658' 1T 13685 _ J
_ .'.
l Michael M. Lacey RLS C-1497 RIV easement Two, Properties /or Children, DB 4901IJ61 13
- R/W easement One Burlesarr, OB !99/1096
l t ... -
I3J,�-COST
7�5:�74�pc�
/*Q`C
�
.. a (}N4}'36'5J'W 41,86`
#IML
6 0 72 7 acres
5511'R
aff ng
ecti Ovnbp J area
i
roit-seY JO 7 6
t0k�8841' :11497
0 4
p\�Sa555'OST
... �� 79J.lound
6' mi,,,Med N895J011Y,5791789mm
... . - (J .58638'0119 23513"
I - 8694 ares, DB'190/IJ6l "-'. 86 ocreq 4 -
M S.'.'Banner .... �y
---+�1L ___ data paint
- 17 __ .. . (t6,r7J4:76" 4Ja5.by M JJ15J'.'.'.-.'.9 . _---
I ' I _ ...
-- TSA.ZJT 21X • tingible sunrycd
(JN85'S5061y b MM ``-5�%--' as eared .N� date and AYS initials.
L90' [1pJ
414.84"-- -----
I', I a -
.-4 Y - 4J �8J
Nv1{' maernwnt Tro. -
pant
- • ansurveyed hitonca poi,( sourced from h7&kd relit
RIW Easement 1
_
II 1 1 6� p _
Pro
Properties far Children A 0
P
f
-- " h450''� -` __Cres.
IN 4B9J2W ���
..
'� (1� o intaagM pmped or. easement dmlensron eMpant
} .� l yJ surveyed M;X dgibzed utility
0.109 acres, DB 499/1089 >
Spink
hn9 -.
1X111 `, 1 ��6 e}' ,���'�n6F d
1 , \ Deed Book 383/1922 Y' ` ,{�
1
- ,ran tmnd 485 6 MMC
- J y
J/4" iron Pound 2/13 by OI(S
__ _
-�_
Na5'S506-49377'
pae
_ } .. - lmbGs of paints refer to the sunxJnr(sJ aced in references.
-- __
il--- - Measummmts shown m dashed property Ines token
! S417T44T 48.49'
[i
1 (lmnirrg)
\ Plot Book of 46 ��( COr Burleson
�. \ \`,` % / Leda 3 4488396224; f.'1I5025J72"
\ Sheet 3 a/ 4 1 P
/mm the indicated m{erences and for conl6nn m be
s %
factored to tit ties to NC does
[7J 5865801- 181.90'
131 N54'IJ07T 19.76'.
\ i Book 103/1115
1\ 0 85-4-5-68 dated 4-5-1985 b /
P Y n !m d 4/85 at wohm Gum MC
\`�� '
Plot Book 22/46 relererrced 589'0547- 4858.71' {sea
NCGS -annex
R/W Two
grid surrey
based nondl�Laic
based on Ceico 530 GPS control and Leico 11t7J trmcrses.
(4J N8TI107T 6J4T �... g
[% ..
5 SBT2133T 7532'
4. \ \ M;Choel M Cocey RLS L-1497 / iron to 1/IJ by ORS, N: 906. J2,
',
,_\ `, `, I 79'11 66.96'
/
E1149920.86'
easement
0.781 a2 affecting Burleson
awxrr� 171 r°. PIAT and 20FY ME sena °r Nwh Cw ,, wen �„ cagy
„y A. orris,' -* mw m'
7 ;'® .
6 N62'IB'O7T 6308'
[ 1
[7 N28'ITJ7T 1 L65'
]
Overlap 2
�\ \, \ P I i
Book 22146 ' l; 7let 485 by MM(
/ /
\ `. `. 1 �' - JF iron Bund 3 by CKS
Donny & Coro/yn Burleson
Deed Book I /7/JJJ
A N 503441 E 10496'
a S 85'550.5" f 41J8B'
G 5 OJ4B"21 " W 7501 "
..+o..
iron found on me rto a yeona, .eat leu awn i:r.5a]p mor me dv„dv;• M ou,•nd me ,w.n prh,
^m W mw °•v as n a °nh
36 Maple 9/L aS 47_30 o: a dd
[8] N00'1207T 1369' \
_ _ /Pi1
\ `��\ __. �1 __--_ _�;;; 7/ h O
_"
D. N 855506' W 493.77'
found 4/85 by r h.m.. -dy It 1. avwr pr Cs n -M (ryr1)o type C-r� [e n.t m..w.er [bxd x St- FES -/3M
found 1/IJ by ne1ddet
' [9] S41;Jfi 5JT 4286"
18'41W 1.90' \
•W 140..34'1-
5163039 \oi }
44:88388338" E cm.
referenced 587 AC�tllMRBXAw//T by owmkT AWZM7M * a he+m cors, Awy carry
l8'41W 41.75'
579,5
g \
/ a�.xn Abrmw6A A fanry mor me rod pbf sM.r
a exempt hon me A Can1�&'=*-
=d—'.
Henry Ledfa. ry sea';.° a °^^ m m. aa,,,m,a:.n,m; Ay �•n: Ac
11'18T 34.77'
'18'E 64.34" :
\ /�
irm found 4/85 by MML
1
//pa�
°ore�r+'0'•' M e• �'° rd
Deed Book 177,a� me A.vy CW* aequts
18'47W 1794'
'07'41W 29.79 James M & Ann G $winkola
2'man found 2/1J by OKS Boyd h )eon Romsey
-life estate
1 /
per.
Plot Book 117 cEermA er ,avxw amrzz .sena, d x.m r, c� A
Ma/9r78229G2 dotedpRoe e ," m Al �t"ryf"ma
e°"" ff-. An C-f0541-
-nndstof/,
'
15.05Deed Book 4J2/661
j
E
et F
\ Carol n Burleson `
7'I8W 3719" Plot Book 41171 z y
40'18- 148.68' Map 07-10-18-210 doted October 18, 2007 by a Deed Book 10J/1275 �``,�
15'18- 60.35' \
/'
I. A% bmdngs and coordinates are mk6w to AC grid north 4440 8J(201 1) based m OPUS camps
Michael M Lacy, PLS L-1497
'06'18- 4706'
'08'1819
/'`` ` _, ,
�� / , ,
2 N/ d'stonces ore hadzo tel gmund, mduce by combined /actor of 0.999803944 fed AC grid comps.
1 Deed, plot, lease, sasemeaL survey, and other references Wooled in mapped am
6.47"""-
n Pence
"
Plot ofSeS
Sugar Muttla
e Lin e
/for
mn found by MAIL
'27 found i 1/13 by DRS
l !
Mo un tarn Electric Cooperative
11,Ig6
/w
Banner Elk Township, Avery Co., NC
Spine line easements surveyed by David K. Stern, PIS
/
BEN Kne and adffected boundaries plotted from record research
/
(and are subject to survey confirmation)
s found 4/85 by MMC
Map prepared August 28, 2017
100 50 0 100 200 JW
&*k Sane 1' = 100'
iron set 4/65 by MML
msey Pound J/1968 by MML
David K" Stern, Professional Land Surveyor No. L-1301
stake per JPB 8/1988
/ an found 3110090 MML
OJ
/ 475 Church Hollow Road B2B-963-5331
/
-1 �
LS L -i 97
ii'l.
Boone, North Carolina 28607 Sheet 9 of 16

BEECH PIN
ELEV. 5,50 /,, 1
00
132
132 1 1 1336
�1 \ \ 133
.---.194
1358
194 63 334
1 ERS
JI i I
376 1 5
\\\``
, ,\\ Elk i 7
ll1Vl' II „
/I \ „
:\
�\ i
13
i' \ �` `\ \ 184
1342
., 42
_
13
18
338
134,
33
18
/ -- -- -
/:
//
\�\,\ \ -= ------ _;/sae
I(�I� I--__-----------�\.\�\
Vicinity Map, 1, - l mile
ii -------
i - -------_--
Preliminary
kw #f� MML D0°' subject to tine/ review
touaQ.2' 'b KS 1 '�l I 1 I I
%i� I I
�ropertles for Children
Deed Book J83/1921 II I
Plot Book 22/46 rII i I I I
' / I Sheet 7 of 4
Map
85-4-5-68
-' dated 4-5-1985 by /// ,�
ichae/! M Lacey RLS L-1497 ; I I • torgibb surveyed pant os rated with dote and OKS initials.
_ Surgical fi • unsurveyed historical paint lamed Irom iniGakd re/dences.
1/1
E / I wed o 0 surveyed orad digitized fiNy upile
g / AX kitioh at pants mfer to the suneyw(s) aced in references.
rolyn Burleson v / (�� Plat --- Measurements shown on dashed property lines taken
I121JJJ �U��(•� l r l Dated tram the indicated references and fa conformity, may be
f•• / / David N rotated and/or /adored to ties RC grid survey datum
based on Leaa 530 CPS control
rol andd Ceica 1201 traverses.
RTW Easement three /
2419 acres affecting Properties for Chidrea / r PP�operties for Children Properties for Children ax�c0� e.�.-qRAT.1- SAV '"E ' �.°, 6 o rte' "°�"° r°01en"„e„
-48'217 / l / Deed Book 383/1922 P , a/rs/asn „o.a
(1J AW 75.01' .nww .✓ m
/ ps'+� b not .Ira elan 1:1Y11YF, ant My Oa.wie nf
(2J 585'55057 137555' j Plat Book 12/46 Deed Book 383/1971 awd am env wwd arQ
/ Sheet 1 4 Plat Book 72/46 ci n-.ro m m.,�w
of
(3J R=75.00' L=46.11' NS1V 1517 4519' / / r wew �ro a as X) " rw �+r ae K sr-, Ps ft -IMI
Sheet 2 01 4 �� pw GS 17- O (Lfl.') , r c -c ;.o. m x
/ //"o' 85-4-5-68 dated 4-5-1985 by d m P,,.+ d read wn and, me aan. o n" P a, •,d:y
/ / :Mop 85-4-5-68 dated 4-5-1985 by :u..r.
(4J 50446'06V 1407.4Michael
M. Lace RLS C-1497
-- i (5) N85'S5061Y 1407.46' / / Y odea
Michael M Lacey
_
CSL 1497
_ rlaxs791 srdje�dM n{rel canGn(ti G
_� c aK any r swr ad:•,a, 4t,.oaom a»7 ra.xr, nc
.
1 ft ad;ro-
- �+n n as A� � �
.. .. .. .. _....., - _ _057
.. J
... 137555' R=75.00' L=4612' o ode.
.. - _ .. (J) 11WOnaa er rat>F1r omm stile d ,vera 10 - 4
.�..� Y'. ...._ :. t�
.. ... ..
�.; .. - -- _ NSI415174639\iX r.a.c�cer. d»Yz ca•.ry
... ...
.. ... - 5
.... ........... ..A9490
f .�'
h - 1.r61 :. . b ,.. / NI bearings and coominotes are relative to NC grid norN NAD 8J(2011) based an CRIS camps.
2 N/ distances han
......a om antol ground, reduce by amb,W fates of 0.999807944 /or AC grid comps.
SJS02'151Y 50.58' 'YBS5506 1407 .. ,,, - l J &vd. Plat lease, easement survey, and other mler rices indicated in mapped area.
lron set on southwest side of 36' Ala le
iron Lound on southwest side o/ ... {4J
stump 11160 by REG .... .. .... - .. �` `....
found 4/85 6,4/85 MAK
36" Alapk 9/78 by REG NB5'415!'W 47651' N870JWV 904.81,
112' iron 1hund at fence coma 2141
found 4185 by AWL by LAS 06jA' 1651 Plot o/ Recorded Uti(fy Easements for
found 2/IJ by DNS stake set at fence corner 911978 by REG iron found !1/80 by REC
`
N'88M.J8' E'1150760.6J" / found t1/✓� by REC found 4/65 by MMC `1 ,- Sugar Mo cin tarn Spine Line
referenced S3757'1 IV 4J5J88' from NCGS Tanner" / iron set 4185 by ARYL 112' irwr found 2/IJ N°
��5�
Henry Ledford / 516 ebur bond 2/13 by ONS N88J8425J" E'1152168.20' for
referenced
Peed Book 117/JJl 1949.76 Mountain
/
Allan ment
linin ALTS Monument Bonner ea, Electric Cooperative
Plat Book 11147
/
Mop /978179-2 dated 9 /0 711 9 7 8 by Paul Mock Ramsey R/lv Easement One Banner Elk Township, Avery Co., NC
Raberf E Gnndstoll, LS /
L-1294 Deed Book 418/1625 0.671 ac es affect q Lot 6, Bonne Rdge Spine line easements surveyed ed b.� David K Stern, PLS
/ Plot /181005-2 doted 12/2111980 by Surgieal family Enterpn ,, LLC
/ Robert E Grindstaf, RLS L-1294 (1-2) N 04-46'04" E 105.61' BEN line and adffected boundaries plotted from record research
(2-J)58. R=L= 140 (and are subject to survey confirmation)
/
1775'N.
/ (J-4) S 671451' E 214.27' referee Map prepared August 28, 2017
/ (4-5) S 161505' W 75.15' from 100 50 0 too 200 J00
(5-6). N 671451" W 26&15'
/ (6-1) N 855.5'06' w 2652' Poul Mock Rai awhk scale 1' = 100'
Deed
8i
David K. Stern, Professional Land Surveyor No. L-1301
1/ Plat /181005-2 dated
Robert E Gnndstaff, F 475 Cbureb Hollow Road 828-963-5331
/
Boone, North Carolina 28607 Sbeet 10 of 16

Bonner Ridge, Lot 9
:Plot Book J91JJ84 BEECH PIN E
Paled 7-06-1005 by ELEV. 5,50 1
David K Stem, PLS L-1301 1329
Surgical Family Enterprises, LLC 132 1 1 1336
Deed Book J831104 - 133 194
^
Banner Ridge, Lot 8 _ 1356 3x
Plot Book J9/.ETB4 194 63 ERS
O
Doted 7-06-2006 by 1326 7
David K Stem, PCS L-IJO1
1 5
Surgical Fomity Enterprises, LLC 32 376
Surgical Family Enterpnses, LLC
DDeed Book 38.3/104
Deed Book 383/104 Elk i1 r
Bonner Ridge, Lot 2
Bonner Ridge, Lot 4
P/at Book 39/338 Plot Book 39/338
° Doted 7-06-2006 by S rgi at Family .. A 13
Doted 7-06-1006 by Surgical Family Enterprises, LLC =---
David K Stem, PLS L-130 Deed Book 184
Surgical Fgmrly Enterprises, LLC David K Stem, PLS L-1301 Deep Book J83/104 n e Ridge, 0.9 ", : 1342
Deed Book 383/104 Banner Ridge, Lot JP/ot Book J9/JJ8 lot Book -'
.y,
Banner Ridge, Lot 7 Dated 7-06-2006 by 7-06." "- ..10•,
,
Plot Book 39/338 David K Stem, PLS L-1301 n Stem, 42
13 "
Dated7-06-2006 by
Dana K. Stem, PLS L-IJOI Surgical Family Enterprises, LLC I -"]�, 33e
°
Surgical Family Enterprises, LLC Deed Back 383/10.7 1
Properties for Children Deed Book 383/104 Bonner Ridge, Lot 1
Deed Book 383/1922 Bonner Ridge, Lot 5 Plot Book 39/JJ8,
Plot Book 22/46Plat Book 39/338 Dated 7-06-7006 by 134 33
Sheet 2 of 4 Dated 7-06-2006 by R7W Easement Fw David K Stem, PLS L-1301
Mo 85-4-5-fib dated 4-5-1985 b Surgical Family Enterprises, LLC 0.135 ares offer' Bonner
P Y David K Stem, hn9
Surgical Family Enterprises, LLC 1 g
Michael M Locey RLS L-1497 Deed Book 383/104 PLS L-1301 Ridge street dedlcotm area -
Banner Ridge Lot 6 Deed Book 383/104 Surgical Family Enterprises, LLC RDW Easement Six
Plot Book 39/338 Bonner Ridge, 7J8 acre Future Development (1-2) R= 61276' L= 15355' 0.029 acres affecting Bonner Ridge 4 S42
N ' 14
Dated 7-06-7006 by Plat Book 391338 E 153 Common Element i1' 3g3
(3) R-7500' C 46.12'\ �o Doted 7-06-2006 b(2-J) = 07 - 11 J' Suryical Fomity EnterprCces, [LC
_ David K Stem, PLS L-1301 01 1 .d god M66 Vicinity Mop, I'= 1 mint
N5I'415IF 4539' �? David Stem, PLS L-IJOI '46 E70 J R= J001' L= 1111' Oed SL(Q6t
K y
__ j ::. � R=7500' L=73540' (3-4 N RO'J 7- 15.J6' S.11 '46 *1210.77 '
-- - •� - - ,� _ �� 55858'018 11775" RDW Easement Two R/)Y Easement Ili- R/W Easement Four -5) S 0 ' 578" J35' 2 R= 6!776 L- 15355 Surgical Family Enteipn
0.763 ares offec6ilg 7.38 acre 0.193 acres off,,bng Banner 0.112 ares affec6' (5-6) S 03 W 106.14' S 814916' W /5314' Deed Book 383/10
-; l F ^t Ridge [acinar Element A" Ridge sheet weo (6-7J S 76'02'54 W 89.0' d N 87J757' 1171 .85 nner Ridge, Common E/e
T' A - yh Surgkol Fomity Enterprises, LIC Form Ente n LLC Surgical Fan erpises; (LC
� Sur9iro/
.. "� ty ry ses, (7-8) S 81'4654' W 100.03' V Plat Book J9/338
(1-1J N 161505' E 7515' N 12-49'to- W 7803' (I-1) S 6" E 6534'
Sd�pyfs
{4) ..\
\�\ (I-2) (8-9) N 88'06"06' W 49.55' Dated 7-06-2�6 r
.�
" (7-J) S 671451' E 42714' (2-3) N 39'0725' E 717 (1-3) R 9.76 L= 4807 (9-10) N 86106106' W 48.32' • David K Stem, PLS L-
�B`5506`W 26 R ..77'!77
� (J-4) 5 390715' W 7.17' (J-4) S 67-1451' E 199.81" 710'07' f 4780' (10-11) N 88'03106" W 82.76' �•'!j
\� .: 1'x (4-5) S 1749'10' E 7803' (4-5) R- 69352' L- 60.16' (J-469351' C 60.16' �e't
AM found 12/8(1 by RfC "d`i 80'3757'
/ (11-1) N E 144.05'
found 4/BS by MML ys� 7� Qy +�� �" (5-6J N 82TAi'06' W IZ82' S 7912'16' W 60.14' N 79'1116 f 60.14' ICOI famil Ente LLC 'po'
Uf rises,
6-1 N 6TI45I' W 45715' 4 5 677%51' E 64.01'
I/1' iron found 7/1J by OKS .{2� Ndj.7� /i7�, - `` (6-1) (5-6) R= 129.76' L= 48.07 ) g Deed Book 38304 P Preliminary
N8838425J EI1521fi820 s,�, Ag7 \ f / 7i'd
_
m/erenced 58611.11 W 2949.76 7 �� . h - S 8710'0] W 4280' 6) S 8118 N' W 8399' Bonner Ridge, Common Element A'
from NCGS Monument Banai 7`?ssy 4'47S' ?4''1' .... (6-1J N 870106 W fi534'�6-7) S 84'1654" W 1 L20' P/at Book J9/3J8 Dated 7-06-7006 by subject to final review
.'
07fB'�o .�� (7-83 S 84'1854' W 5954' David K Stem, PLS L-1301 3/4' lours
R/lY Easement rJa �li\s`F (8-9) N 677451' W 102.0 & J/1J
06IJ ares affecting Lot 6, Bonner Ridge Ngp.7g, p .. �1i (9-1) S 870i'D6' E 1781' pond ♦ 7
ZS7F' i'" �'•
71\ P
Surgical Family Enterprises, LCC ,P ;o° tg0 /4' fauna
(1-2) N 04'46"04' £ 10561' .. 0 7"Re" ..
` 7's
�
(2-J). R- 7500' L- /3540' iron set 7/70Y/6 by DI(S o� - �4T" "r.�� y7, ;` SA10 R=30.01' L 2J6J' 1'15'28 L
xbj' * S)- ' '1'h
5 5658"01' E 11775" NM36YJ87: 81151420.60 `ti o \`O N/1J506B 2303'
(J-4) 5 6714'51 f 114.27 re)ereilced74In 61Y 271280' �'1�-
.� O„Tyy,°2gT .. 77 M \\`�,n �. R-3001 L-11,21' _
(4-5) 5162505W 75 I5' from N Momrent Bonnei o N6fIOPo 'b �fS77 `�i\ •� \ h 4' r by \ 55621461Y 10.1_
.3 O1'25'18'E
(5-6). N 6714'51 ' W 2[18.25' Jo Jr 7 S •970 A T 1� b�',ry �b h,. ,,2
hry ^ 1° h
7�S7FIb'
(6-1) N BS55'06' w 2652' Pau/ Mack Ramsey b'' h \&� ti1,� -Reasement 9x 51
7j.?B �1' �'k• `'�Sf 7.0967. 0 .o\
p�
Deed Book 418 1625 501 • twgibk surve* pant as noted rib date and OKS abals.
`�80'31'57'E 171.89 11.
/ 7767. o-3 �'?$3j7
_ '
Plot ,1181005-1 dated 1212211980 by N6817J41Y � 11387 �65.•y4�'; 7"(3'-...-... _ \ _ F _ � • unsure* historical pont, sourced from initialed ref re ..
Mark Allen Ramsey` o niton ble w= easement dimenman end n
Robert E Gnndsta//, RLS L-1194 I 5419' �vM o � � --x� neFx x x - .. "- 9 MoOwtl' mooint
ea R�
Deed Book 418/1619 surveyed or,xdgitized uhkty pole
- 0519_ Initials at pants refer to the suniiWffs) cited in m/erences.
Plat Book 401114 .. - ��
-AX -
........... _.... .... ...................: \ !6 ... - Measurements shown on dashed property fines taken
dated August 7, 100 6\'p� -j .? - 77a\� s✓- �- i_�� a l5' from Nre indxated relen:nces and /w conDani mo be
�l 11 y� Sg0'31'S7U' rotated and/or factored to R ties to NC gad survey datum
M, M. M. Lacy, PLS to? / 1•i / .y0,v R/W easement :1 6g' 77)
_ j
�� • 0022 are, OB 4 J 487 yP073 _: . 0. �z�p 37' based on Leico 5JO GPS control and Leica 1203 traverses.
0 9 5/8 10 10 b MDW
r��bb' mbar set
5 8 rebor found 0 10 b MOW
/ Y NI w�. 65. / Y ff)PIiOlIKY6' /n am em sM rIPE smre dAWfh ca.orm. wrarya ca„4
ti ca /oun /IJ by DKS o, \.. Rd7500' C=1 ': '! found J/1J by DKS, N8B350745; E 1IM7.81' 4 oMv,e st a, r«fzy frwr ne ,.ww
,.� or
being re/emceed S74'OD'IIIY 1978.04' ear r9 rr
_ ♦N83'18'177K" 1 ps „ of r: rstaz root rro mr.m� ,ro., a
N88350586 :1 f530I535' _1 . 7 9 red Aeo d
Rdsolin 11%S & referenced 57S _ W 216262' VI '� _ " ham NCGS Monument'Barmei R/b as 4�7-w m m.aa: eQ 'p •' m° °1epve0 «"tivx'" �'w'
Iran NCGS u t Bonne: Matthew 0 & J Rigdon 0"52 f 1,11, -* red Miv °„y R° ca 47-So ! ri w r c-r: t, m n.
�' as �ann2" fX 1 ren er.,.y rzad x Siem ns -r•w1
RDW Easement B' Matthew D, &Sara J. Ri don d. °m"'9 PPeO' � b" wife- ^d aero ° ^^° � «
i Deed B 3041024 a Deed Boo 1/871 0 RigMott. ,iced
4° \P Matthew D & So J Rf don 0.459 ares affecting
i 1065155 a 10-07 985 6 Plat Boo Z/I5B Deed Book 490/1314 N26 a °
w I
y 792/779 Matthew Rigdon xuaantW" sr OTMACE Al4WaWlmt Sime of w,wh comm¢ A, C-Y
rt E Cn taf,, RLS -1294 Mo 91 dated cY' Tract One (8.074 acres) ,488• a�'aa„a Aamameoaro, m Awy coa b mer rd r m omr tro.a
i doted March 6, 199 by P N 071111' W 12.75" 1i°9`
of .-1 \ m.o, ; e,m,or aar me A
5 n P I0-15 2 JO by a` Plot 1309016 doted 9//9/7013 by N8r amsana„ d ow amu ,wr � �;�aa m. AahwvbaAa; My covrq, nc
N 84'185!' f 11.10'
i
a o
PLS N76' '1�� " °1e "'^y c011q �°' °r �e°e o�
> � I Mitchel D WdlorQ Mitchell D. Willard, S L-3684
4" N 811854' E 8J.99'
PL L 3684 ' aew
i 1 b : N65' GCIPIFG11Kw 4 REliw A S C Side d ,vmh c«ou o, A
ti S 6T74'SI' E E88' � y ferry
N Reser aK d Ana' C«mN �«hn' that nip u pbf ro deW M® m49tuts e
N 80'3757' E 1509' arm ,,.w oa ,mmr«y rp,:°,wrn r« ,.00,ay. se„e, nxre; x„a. a,,,q
V
NE8'
iron set J/97 by REC S 8603'06' E 8276'
S 860606' E 48.32' N89
5/8 rebar found bearings gd 83(2011 based en 0' 6 cam
\ 1 / - - - - - -;" l0/JO by MDW S 250508' w 31.05' S09' L NI bean and cowdiirotes am a#ire to NC d rant NU J ps
1�2' conduit iron
S8P 2 NI distanres are hwizmta/ ground, ma" by comb'ned lata o/ 0.999807944 far AC
grid comps.
5 8 mbar set /aurid 5 IJ S 15'0508' W 1877
" / fount 2010 by OW / J Eked, plat, Mase, easement, survey, and oMer mliamces indkoted in mopped ame
\ OIO by MOW by DKS S 80'3757' W 6564' N25'
Easement At 5/8 rebar set 2002 by MOW R= 7500' L= 199.12'
0.02RIV
Matthew how / 0 xtmg at Mrge biro N 83'1827'W 145.58'
Plot of Recorded Utility Easements for
671451'
N W 2LJ6'
/ S 071111' f 1001' S/8 mbar set N 0711'21' W 30.01'
N 6TI45I' W 68.69' 10/10 by MOW Sugar Mo un Iain Spin e Line
\ N 84'854' E 59.54' found 5/IJ by DKS
2' /or
\ S07;121 ' E22.75
I' conduit iron found 2002 by mow \ \ '.: Mountain Electric Cooperative
,,
\\ �/ Banner Elk Township, Avery Co., NC
\ / Spine line easements surveyed by David K. Stern, PLS
BEN line and adffected boundaries plotted from record research
\ (and are subject to survey confirmation)
Map prepared August 28, 2017
8'rebar set 2002 by MDW Donald Lee & Jean Baynard Rigdon, \ 100 50 0 100 100 300
'
Hemlock Deed Book 377 Pg: 849 NIQ
/
/
Plot 020841 dated 911712002 by : awlic Scot 1' = 100'
Mitchell D. WillorG, PLS L-3684
}5/8- mki, set 1001 by kW David K. Stern, Professional Land Surveyor No. L-1301
475 Church Nollow Road 828-963-5331
Boone, North Carolina 28607 Sbeet ll of 16

R£C\
' /
I
I
BEECH PIN
ELEV. 5,50 1 1
0
iron 7/84 pa
I
I 132
132 1 1336
1
iron 7/84 per REG I
J
._ - - - - - -- -
133 194
\ I
Map
^
194 1358 334
63
O
\ II
Illj>ty
hub set 0J/78 by filk
iron found 11/0J by
ERs
1328
132 376 1 5
\
I I
I iron set 07/91 by J
Elk i 7
S i al Famil ,Pole ns ,LLC
r9 Y fp
I
- I
,11111
ion set 03 8 by REG
�n%und 10 6 by R Gt
L
.. JB.: 13
Deed Book ;38.J/10
n e Ridge, a96 oc F, a Dev.
\ I
�' 1
\
\\
non set OJ/78 by REC
I I
I
4:4_44: te4
1342 O
lot Book J9/J3&
I
'�
:
0 7-06.--2006 6
1
I
Z::
w. Stem,; PLS L-7 01
1\
I I
4
13 �. ..
S, LLC
338
I\
Kathy S Cox,
\\
I
i
t
Linda Arnold Eggers 1 I \
99 James P. & I
o€
trustee
Deed Book 258/674
Sherman Drowdy,
I trustee al �
I
�
134y �
,701
Deed Book .J84/365� �„ Carolyn McLean;
Tract Two 1 I
Plot Book 21/14
`\1
Deed Book 457/091 DB 457/091
1.21 acre parcel P.24 acre rce� Map 798
_ Deed Book 70 55 PI
o
Shirt L Pettit �� mo dated 8 27 2002N -7 / I riL-124,Y"1
P Plot 5-21-1969 I Robe
'$
dated June 27, 1984 6
E Gnndstaff, RCS 1\
I 10,7/620 per I 107/66 per I
18
�• , by 1
-lie estate by Alan N. A/bent,\,
Deed Book 380/1171 a PLS L-373 Walter K Burkett,{ I
RLS C-1209
plat Book 38/0661
doted 8-49-99 by
-
I plot 10-20-19st by plot 3-28-197 6
Robert E Gnndstaff, I R E Gnndstaff,
542
RLS L-1294 '� RCS L-1294
104
383
see map doted x \
lrmcent G. Cork
_ -
I
mak
d eel �° I
Ir
812712002 b o I
y ^� `"
Alan K Albert, a <t I
� 5 L-3963
a
� � Marjorie Hol%
z 8 I /
a o -:R Deed Book 106
Ycm;ty Map, l "= 1 mile
PCS L-3738
I I .46 reminderdoted
Surgical Family Enterprisgs, LLC
Deed Book J8J/104 I
o ° I Y
O `^
11
\
h
tal
a a I �' a 800 1
a a m I euy L. Ball, RLS
anner Ridge, Common Element B"
I
DB 384/365
$ a ;,t _�' I $ set 0J/78 b
Plot Book 39 338
/
Dated 7-06-2006 by I
8
+ Tract One �{ I o
11 • Surveyed 8/\�"
8
�o
e ry o found 01/91 by
"' o ti
I found disturbed 3
David K Stem, PLS L-1301
l ,,,
1 11
' 11 d g R 4 e o
111
!d
e I I
d
reek �' z USX 1
sugar.\``,` g
d _ = u ^
Fred & Mildred Ramsey
Y _,e -
N78' 741 NSPB'SI
.91 19.0710/00-
R
�
ndn found 6/90 by REG -lit
point
Pa �'" �' ' � Banner d, SR 1341
Preliminary
i
13 o t ti
life estates A
`;� -+„` s Q ^t t %
�
pow iulOO per iron set l:
D& 5 rebar imn found J/1J by DKS
/Dodd 7/1'6 i
Oeed Book 425/2265 .•l '_ a
.P >-db-
..
_Aaww 45' R1W
Stonebodge,
Subject 10 final review
& 3/13 by,DkS u
I
_
3/4' iron set 8/01 by Aldi , m x "
%
R 7500'
oret �,Ce, & '= LLC
_
tie
/4" found 7/ I v „ 1
found J/1J by OKs .4.
`� - 28689 __
S/TJ6'48 i- 24.98' NB0'3751"E . ,
L=236.50'
5690155E 150.00' 1
\ .1
airy & e S ppard Deed Book J88/711
;, I A remainder ion of
Book 424 754 U P \
I Plot Book 16/77
by u^u_
�t
_ - 23 _
- 15
`� l v
Plat Book 3B//�'j`08A S Mc
o doted 10-11-2000 by �' dated 5-B 1981 by
J' I'2578� S1A9, v ��
r 1845` 9811. J7/
..' � �-"�
_
. ` `�
�- Vincent G. Cloikx-x-i Robert E. Grindsta/, RLS L-1294 \ U
._
-
-_� N81T�>5TE
I Tr°:vU ::
t-
�- - \
fear_
PLS L-3963 ran /amd 6/90 by REG _
iron found 10 00 b IT,C
Pox /
�•- - 29.51
01
36 86.
E
�- N80'37'S .13815 _�
., .. 9f eesertrM
E;, R(L'
One O.{ 79 atle . c 51W 326.84'
j r
eased' -. 1469 - _ S80'
\
\ F
\ - 3� \
�c
rt 162 Y -
_
1 33'49 I/1" Iran found J/1J by DKS o '•A
N7 iron lourrd 680 b REG
Y
153. 51
'57 'r. 9.1
R j1k DB 5004
_ sae -�, ' Stonebridge, LLC
�0. � 9
\ \
.� a �l u /
\ 093 . L' nn�pe nd IO 00 6 VL'C
N80 .. .. (/1'45
44� 4.
9 ...�� v
DB 500i7µ �� S80'37'51W IO9. .S Deed Book 388/711
mss\
-x- x- y \
..� Ahe found disTurbed, 60d nail set at base by DKS 2/IJ
J . •
F ��31'S7W
IW
__ Tract 1, Plat Book 29/11
--256.35'.
Map /690088 dated 6-04-1990 by
,�\ ,- .
o
. \ ?J47W & N883608.N E 115451734' -
rc/erenced S54'095aW 174468' from NCCS monument 1?onnei
&y \
\ r�rli
• tonpbk suneyni pant as noted wiih dote and DKS mi8uls
• unsure hpertyo point,-edd Gam n re/nences
y d tin
o intangiGe dimension
.R
D0 �__
0.529 sue -
c R
- obe t E G ndstaf/, PLS L-1194
I 383.77'
y \...
tp \ �r
�`
\ °9 imn set 6/90 by REG
1 I' found f0/00 by bG'C
property ar• easement eMpamt.
endp
RJ surveyed or rx dgibzed u6fity pole
--
5j734'56 W
total
c�\
iron pipe
\ \ bole o! J/4" lion found 2/1J by OKS;
AX InBmis at points niter to the surmutft) oted in references.
- Measurements dashed
44µl
1 ,� RDW Easement One 1 µ7.69'
0.416
\ .rr, \'% N8B35825J' E. 1154512.45'
\
shown on property lines token
from the indrcoted refeninces and !or conformity, may be
58037'57'W
h
G acres affecting
o �.
y s Bonner Elk Chnstan Fellowship
I
y*r.
.\
y \referenced S51'4/ 022V 75260' tram ALBS monument 'Banner
\ :1` 1:r11
rotated orM/or factored to 6t ties to NC grid sunny datum
based Le;co 5J0 GPS Leica 110J
v
c \ SOJ'02'477 75.46' ;ran set 6/90 by REG
RDW Easement Three
\� V\\`� /
an control and traverses.
' E'1153257.81' A S° 5803757W ?56:75' I I/1' Found 2/1J by OKS
8.08' a .� c 3 A09'41'12 E 79.75 `^
`y o W R/IY Easement Two
0.058 ocres affecting
Bonner Elk Christian Felawsh'
t �s° \'tTi•., _
e;: \ .
\ or \ /
\ 4 �' ^N
affMW i°' FMr W .Sun[r me Rr w Nal% C=' e'o V c r
! tau x sawn �nrty mor colo nor ..w baro ran o 6w �aw�,e
ny .,P,bo, or/ry/dill oaweky a o. ndna�.; mor
m. ,vw d ren a nor .ra moo tl.w» mm a. aoabal. ar ,a�.d a. ,ram mn<
R Easement V
/W
SO4;5138AW 83.14'
N8 VVIE 13875' ^,Fellowship\08
a 179 ares affecting Bonner Elk Chnstion
NJ8'4i'46W 88.53'
I
\ o
:` �* > 02'
�� S71'00
e�5w1 s,.+ .n mom; as mar me ,ay as vwane n a<awK< am
ss +
0.519 ares n%cting
& Sora J. Rigdon Matthew Rgdw
Banner Ek Christan FellowshipDeed Book 211 IJ86
^+ /
S 11'4270" E 75.06' Tract 1, Plat Book 29/11
NIT34 56 E 6791'
� � �. /
1. \ 2
\ �G 112
\. \
W GS 4] XI (1X11) 6 rrye C /Mf me vnq N,u x .Sbrr, HS -IJai
a a ,; aq o w cay aaa o axu o m.:a.. a m o err,
°.m„e
Book 490 1314
/ N250506T 41.05'
ne acres
i ) sas0606T 49.55'
u
I I S 803757' W 70946' Mop 8 doted 6-04-1990
`"
\
\\
""Irl, srom a n„y, caaclo. n
ted
6 dated 9 l9/2017 by N81'46'54'E 700.07'
)lord PLS L-3684
Robert E.
N OT01'4T W 7546' Robert E GYindstoK, PLS L=1294
:
I o N 807757' £98.11'
4
_ _ _ _ _ _ _
2 \ \ J/4' irod set 5/C
& \ found 3/1J by OF
t ada� w r
dem wade M n opo < Sao w m
N76'0234•E 89.17
Banner Elk Chnstion Fellowship
\ :-. \
R/W Easement \ I referenced S1975
��\
r.aysy :, m..ear r ay Ns�r, w a.e, arm,.
Me
N65'S70JF 106:14'
N64144061t 4.78'
Deed Book J8412602 w
Tract 3, Plat Book 29/11I'm
J654 ares offwtnq NCCS Monument '
COM1101 Nr axw a`N�N` 'cora w earn �� x
ora,..o, mw a W>< m .nKn`i� �s a
caa,.w,rynrmrramraa
Aff,02'45T 9.19'
dated 6-04-1990 6Y
n&*,LCC
S77MSVW 63.91'Pf69008
nawsa. vo<,7aa.,yAnmye. Rl- or eay C,,
NWJ7'57F 86.69'
Robert E Gnndstaff, PLS L-1194 - �
\" \
NiY41'4621' 12597 \4444.. • 4444... Bail
S09'4/'I2W 79.75'
Sa7`J757W 44845'
HI v
o
-°
SBP3757W 31884' \ ...:.. \\
\ .'..'.:.'. Deed
I All beonngs and mates are rebfive to NC grid nodh ANO 83(1011 ) based on OPUS camps.
N2505'OBT 28.77'
-
e
Nll'41'lO21' 7506' \..:..., •.. .�-� I
\ ...... ``� P/at
Z A4 O'stoaes ani Horizontal ground, educe by combined /actor a/ 0.999907944 lar AC grid tamps.
J. Dwd, plot, kale, easement surM,, and other re/erences indicated in ma aria.
a
h
A80'J757F 18689' \'\.'. 1 Mop /033030.
R=7500' L=17650' SMI'551E 150.00' \4444.. ` . . .
\
i ,
Rick K E
\...... .............. %A I
57841'462- 55217 R7500-
\\
I..,
R=7500' L-102.26' S2176'I8T 146.71' 1=20226' .1 -,
Plat ofRecorded Ub'lity Easements /or
SO4'105; E 77J.77' \\ 51(26 Tai:
S61'4551T 70.8Y I
Sugar Mountain Spin e Lin e
� ... 114.6,31,'. , .:.. �
'
S0159'1JF 8680' 1
N61.45512r 10.18' I yi
R=75.00'L=2.2.46',UT562?w 149.97 ;...:...,.....r
for
Mountain Electric Cooperative
A04*10'51'W 7817J'
r47e41s2r 474.08' i I i
Banner Elk Township, Avery Co., NC
/
I
8J 14' 1 { t
Spine line easements surveyed by David K. Stern, PIS
i
I
Stonebridge, LLC
BEN line and adffected boundaries plotted from record research
/
I
Deed Book J88/712 i j
(and are subject to survey confirmation)
i n set 6/90 by REM
A remainder portion of I ......1
I I
Map prepared August 28, 2017
I
5/17 I
non set 6/90 by REG
Plat Book 16/77 -,
doted 5-8-1981 6 11
Y 1 �
100 50 0 100 200 300
1/1' kon found 5/1J by 11K5
tN
Robert I
bert E. G�.�.� .-.�.�I
RLS
Graphic Scok i" = IA2'
L-1294
�
Bonner Elk Chnstion Fellowship
1.... _
David K. Stern, Professional Land Surveyor No. L-1301
I
Deed Book JJ711341
; ...1 o t
475 Church Hollow Road 828-963-5331
_
stake at fence comer 5/81 per REG??
;ron found n 90 b MM(, 1...,_1 a
Boone, North Carolina 28607 Sheet 12 of 16

—J14
aan se
found J/1J by 01(5; x:881391.41' E'I1548B4\72'
R/lY Easement '� \ .-`\
J654 \ : -.
I
referenced S/9'15'35w 66576' from
NCGS Monument
\
BEECH PIN
ELEV. 5.50 1
acres affecting \
00
Stonebridge, LLC
�\` \
$7TJ456`
w 6191'
I
/on Per 132 132 1 1 1336
.. .1-
NX41.46w 125.97' `�
1\ I
Bonner Lowe, LLC
1
133 ^194
590J757w31684 \4 .:
`�
Deed Book 388/1303
94 13� 334
F N11'42'10w 75.06' \\.
\
_ I
��
Pali Book 39/84A
IRS
63
328
NWJr57F 286.89
h R=7507' L=2J6,50' S69'0155F 15000' \\
'' ... \
Mop /03303015 dated 5-18-7005 by
I
,
h, r `�� �
SJY4I I6T 5521
-
.� I
R-7500'--!
K Rick Bowers, PCS L-3892
\
\
32 306 1 5
R=7507' L=20216' 52126'18$ 14631'-
3 s041D'51E 77J7T
s212s'le E0
14631,.
\
Elk i
,
x S61.4552'E 10.83'
�_
(
\
501.59'1J'E 86.80'
1.. ..
\
I6 13
N614551w 10.18'
R=7500' L=23146' NJ2'5822w 149.97
r.. ,
1 - /
copped 5/84ebar set 5/05 by RKB
-- 1x2 184
NOfI05/w 78273'
\{omd 4/13 by-
NJB'4l'461V 4J4.08'1.
, .'..I
\
:y 10 1
N04'S2'3B'E 87.14'
1. .'.1
`
-
..-i..... ..
capped 5/8'
rebor set 5/05 by RKB
4 312 3
Stonebridge, LLC
1 . 1
found 4113 by
` .... S ...
18
Deed Book 388/717
copped 5/8" rebar set 5/05 by RKB
I€ found 4/IJ by OKS
- 3�
A remainder portion o/
Plat Book 16/77
1. ..1
��
��g
1
dated 5-8-198/ by
Robert E Cnndsto(/
�. ,._i
1 ..1
S —
�
134 33
RLS L-1294
'�
18
stake at fence comer 5/81 per REG??
I
1 1
- ` �A`m '
542
uon found 11190 b
y MML,
-
top of disturbed iron found 51/J by 0&
1 .,
06'
' Carl H &
I .,:.1
shaded area
Vicinity Mop, I'= 1 mik
Susan P
1 1
outdoor soles
/ CIOwson
i
<°,
0
/Deed Book 255/1/78
0 4 1
Survey f90-I1-28-28
/
^ 1 1 N
41,
dated / by
Michael oe/ M. M Laceace y1
PLS L-1497
001. ..1... .,.1,
non set 5 by RKB
Lwl.....a.
I
undJ/Ii
} ...
Lowes Building
iron set 11190 by MK1����,����-1�
1 { 1
Preliminary
subject to final review
Sugar Woods
I ... I
Bonner Elk Lowe's, LLC
Common Areas iron set 11/90 by MK
1.�. I
j 11
�,
,. r
Geed Book: 435 P: 653
P/at Book 39 4A
'
Ji, J8, 54, h 484
James P, & Cara)m McLean
-
,Mop f0J30J01S dated 5-18-7005 by
'•
Deed Book 2781520
1=
19 �o Rick K Bowers, PCS L-1892
%�
1 I
soggy areapm
9 q
r';
.....,`...
✓ ",
g`�2,," �o
a ,Ip,
g -per., " • tangible surveyed point as rated wM dote and AYS initals.
B / • unsurreyed hrstarcol /nom miG'okd
�a
iron set 11/90 by MML
L'........... 1 ,
1... '1
i ,.r
� � `�� g
, point, sourced references.
role properdare Isan endpmm.
f,.'-fl Chold W (r'dn °� 'tor.
0,
span area
9.y
n, ? i a s �i.e g
��Ai a
sun9 ed util�sement
s_ �p , Deed'Rook 1767 , lnib'or t pants refer to Me suneya(sJ cried in re/emrces.
�s
1
h
? a
Measurements shown on dashed 6
Y 1ti ISA �lbt Book 24/0: ___ property nes taken
nom the indicated references and far con/arm, m be
Mop JO-I1-19E °Y
% ,}
,w R/W Easement
'`
3 �:s^ o
`h s
s
-�� Robert E Grinds rotated andfar factored to fit Des to NC grad surrey datum
J' Dosed on Leica 530 GPS Lexa 1201 traverses.
stoke at fence comer 5 81 r REG
iron found 11/90 by MM
.-
% j
0.514 odes oHecti
`� Bonner Lowe, LLC
✓�
`.
control and
' RLS L-1184 CWT a, nor sa62r mE sa, dr caoso,
f.
.;
/ ..
t
Beginning S61'4552T J01.61'
................ ....
.1 ....... ...... ...........
r. +.
....... ..: wdo cowry
Rlchord W Garr&r.. Om� a d 11"=. i o r•e —
mwroa
p / /p �:
1
so, 19,06V 84.11'
N6r4532w 296.07•
� x—X �
Deed Baok 104 035 me ,sm s, ad ass , , and w a. ran
/
S ^% doe=m weesm e0. ad mN ao
s �� Tract 1. Plot Book 19/ T5 n
R 7501
new ran per RIB
-, .a :
i "" ""°y cs 47-w frXrrl , rm, C-1 mot aw aw k se«n as
1 .
L4329.461
AVI59'13w 86.80'
�•�G/,
found 3 l3 6 DKS
/ Y
Mo 383044 3-8-I9 w °" ...y -rmr
p s ran d .rad oradoge
N3X5822w v�r � �s 314';ron Y
\ 149,97 +�i ��„b found 5/OS by RK a+ 9'45'37w 151.11• • N89'46:16w 198.47'
S�Pow
Robert E Grindsto/1, "
3595' RCS L-1284 w yr by awm%a alr�m me side d NHrn co oaw, a,ey ca..,ry �'
'76`1-found 1/13:
by LwS �Tween Properties Inc. ✓
1 J1
a need, Asa ss,:,v,nda naco�.a ati+=,c� m once'
r� ro n m o m w a*m mom Amy a—t,. AC
set n �ou� q "" ae �a Aasa�wn.
ween Properties Inclac
p$
ed Book 378/1014
m
p
�.`... oy. 3'
'moi --��
Deed Book 378 1014
/ Charles Edward &
a Deed Book 276 887
noodis�u Der as m n an d o
e5/� ns ro n kneed .
\ D>
Deed Book 276/875
Tract 5, Plot 1 107
,hn
,.
,yb, x`/1,+8 1 ..
Tract 9, PB 15/107 Menthe Jane Eggers
s, OB 180/1070
Tract I0,
tZ \ ,ran 3/83 per REe ax rr� cw ey rwlww A- nm d u m ci o, % ��e q
/ �� _ dr„ne,��ori "'a —t' :m �'r, a,9 "" `°'�`" a„„, ar , Amy ca„y
Mn mpa faran
LLC
le° 2 $ hPB 15/107ironfound
MDP 8-25-1990 by
Bry
3/9: al bean and coordnates ore 4obVe to Nc based
;nor RE ,'.1/2' iron !Dana 2. aiasracesoreHorzontal
reduce by caddt091199944 lorr,�Stonebridge,
O 2I.18.1p.,
.
../z .. Robert E. Gnndsta//,
grouts,
9 APsDeed
REG J Deed, ot, lease, easement, su
' d
Baok 388 717
A
^t Bonner LoweLLC
^'
....
„try�1RLS L-1194
ry, and other re/e antes indicated in mo a ea.
ppnd/
Y +
."; reset 3IV b L -
remainder portion o/
Plot Book 16177
i Deed Book 3�8/1303 \.;_
Plat Book 39/844 deanArthur
518 rebar 1 d 3y1 by 1
t h Neube�e
`.... �� �F' - \\
s'l
46712046 1 \ 1 Plot o/ Recorded Utility Easements for
iron set 8/05 by RKO
/18�� R- . . .I
+�-L-2J41
iron 8180 per REG I
,. ' ! Sugar Mo un tarn Spine Lin e
I
0 t c�SI
found out o/ lace 5 /3 6 DKS
P / y
s found 3 \ v
o J.16' .. /8J by REG
I I
(mapped
kaa6'on is 589'19.17 1.21•
' \1 .. S3Z09 J;?T,
found 3/99 by MMC ' - �',-- for
4�0
w�
form current 2011 location 5l'54 .4' tot I.
tract a, PB 15/107 mop point near /krg9ing
1 X50.06'.:.. j
iron found 5105 by AW `y 1-_ - I ::: ; : 7
8 rebar found J/1 by
1 Mountain Electric Coop era ti ve
found on fence
- found J/13 by DNS 1::::''.....f%
Banner Elk Township, Aver Co., NC
I
I
R/W Easement a 1....'.'.'.....1
P, .Y
I Spine fine by
I
I
0:149 ocm5 aRecring
easements surveyed David K Stern, PLS
T'� P'°p�
1 I
/
BEN Gne and adffected boundaries lotted from record research
P
I Tween Properties Inc I
Deed Boo 378/1014 Tween Properties Inc
Deed Book 176/878 Deed Book 378/1014
I
Tween Properties
I
Inc
S0728'26w 80.21'
1:...:1
N6I'4551w 149.93'
A411'l9'06$ 8411' (.. ........
_ and are subject to surveyconfirmation
i
Cory B Jewell Map August 28, 2017
T 6, Plat 15-107 Deed Book 176/888
I
I Deed Book
37811014 I
E M9.5T 6 i
prepared
DB 433/2433 I
act
Trac 7, Plat 1 -107
Deed Book
276 887
($6/'4551
1' ')
1 oo '� 0 107 200 300
I I Y
- I
Tinct 8, Plat IS-107
Tr.
1'.' � �I
J, PB 19106 P,-chard W Garrison
Map
.,�{ ._..._.1
j'WO44 DB 317/641 OYaphic Scale i' = 800'
I
I
I
1 at t
r
3-8-1983 by Tr. 2, PB 19/06
I
1 Robert
1 a 1
E.
Map /383044 David K. Stern, Professional Land Surveyor No. L-1301
I
I
I
-12raf/1
RLS L -11884
J-8-198J by 475 Cburch Hollow Road 828-963-5331
Robert E Cdndstof Boone, North Carolina 28607 Sbeet 13 of 16

Deed Book 104/035
, BEECH PIN
new iron per RKB g �/ ., Tact i. Plot Book 79/06 ELEV. 5.50 1 O
i/f
Lound 3/13 by DKS Mop 1383044 3-8-1983 '32 013z 1 1336
4' ; 7g�I i0 Robert E Grindstaff,
- - 1
N89'45'JIW 151.11' N89'46J6w 198.47' -yc., --- -J]
by RK mgj•✓✓`.95' ;1�,\ RCS (-1284 133 ^ 194
by AYS Properties Inc. ��`" I
�TWeen
JZJ °j imn set 3/99 by MAK ; 1358 334
Deed Book 378 1014 194 63
/ found disturbed IJ by DKS O
'�' Charles Edward & >,\ �,� rebar 8 ERS
a
a Geed Book 276/887 Martha June Eggers 1328
\ iron J/8J per RfC I r \ i
Tract 9, PB 15/107e \
\� .�
DB 280/1070 i ar s
.. X'r h '� Tract 10,6. 132 6
$ ,h`V PB 15/707 iron loud 3/99 by MM[ — \ �'-
.,i"�s,'szF I\`' r
R£ ,/2-iron 7ounCld'sturbed 3.//3 by DKS \ s^ Elk
,�.8 �9f�, h� Map 8-15-1990 by iron 8/BO I
per
sy Robert E Grindstaff, r'
,y 9/ found J/83 by RfC n i 13
^-
,� �� RCS C-1294 ."; reset 7/99 6 [''- 184
t ^�,
5/8 mbar ! rd la by 04 184
uz
s�o
Arthur Neub 11�/i I Sue B. Dienst
REG Map
1779107-2
DB 467/2046 )I �� 7 IB
= ''',
1.
y3. ��, R-75 00 .l iron 8/80 per REG I •`� I I I �� /' (not reviewed) 4 :.42 . . .
997found J18J b REG t3 $
I
��---
I S3T0937£y Lound 3/99 by MML I 18
I
-
9i I 1 150!10 .,- B rebar loved J/1 by
iron found 5/05 by RKB I .... I - 338
r�Md 3/ by FG
iii 1
found J/1J by DKS :
t..'.'..I'
Easement h ;... ...,. .I
49 acres offhes e I .._..._-'�'.'. .. 1 r� / 134 33
7206w 8011' �..... 1.� ..,.1 /
---_ I \
!'45521V 13993,8
Gary B Jewell I /
3/87 REG
,'190618411• L....._...f I h �T stoke set
???������''
�1
1.45521 149.57' OB 433/243) I I repaked with 5/8' mbar set 2/04 byy MDW ; \
/
Tc 3 PB 19 06 rebar iron found 3/13 by DKS I \ saz
a l r / {7ichord W Gorrison 1 /
i 1 i
N3T16"431 1576
Map 1383044 DB 327/641
3-8-7983 by I I/1 imn set 3/87 by REC SdF B 0i, ✓trinity Mop, l "= 1 mile
04 b MOW 1, I
f 1 Robert E Grindstaff, Tr. 2, PB 19/06 loud 2104
/ Y Deed'Boaki8>�
_ gg
RLS L-1784 I Map 1383044 not recrovered 3/72 by D --.., ppptibn,Qf'Tmet b' 11/2 imn set J/87 by REG at double maple
--
fauna 11 04 6 MDW
I'�II I 3-8-1983 by N3616;781 10.11' rebgr�set 2)043y'AIBMy/� Beak 25/10 / Y
I J I Robert E Grindsto 3131351 1847'�,/ not recovlfred J112 by OX8 1iown-ot��$45-o6r� ll01nnd ib dl 3/73 by DKS
L-7284. ' '^i 5/8' nebor'ie?,2Z61-6y"MOW in PB�yf/084 ` —
....RLS
C.. .-1_. 3333.. - ._......_..... ._..�.... James E. Amett i get recovened'3/11.by/OKS Plat 0412050 dated S7�
I Cn Odr 87-SP-5 �'� I
a615p
.y II 12-10-2004 by ti
I it set of !4' Lynn 9/77 by REG
I- --I 1/?'iron set 3/836 DB 18//686 ,1� Mitchell D. Willard, a
REG "ion
104 b MDW
/ties Inc �ti>; 1--1 o y found 2 y
Pe o farad 3/73 by DKS Tract 5 i % PLS L-3684 I
I-.
378/1014 f I �„ iron set 3/83 by REG 1 3/4'iw set 11/96 by AR4 / no 3/IJ by DKS
I lti P/ot Book 25 10 i found 11/04 by MDW IA"
k 276/887 -,1 Il/96 AH4
.,, (, t9 ion by not recovered 3112 b DKS g
`� / y '
Book 15/107 a I . I. 1 I faun /2/04 by MOW i
1 1� not eco d3/,3byDKs —__ Ig I Preliminary
3_333.. i ... ....._..................... 3__33_3..
k,
'15;,t57{•
iron set 1//96 by subject to final review
J9��5
,58E`LlS.ID 2&6.'70, �� I
,
Sema Moe Sefronek found 11/04 by MDWI
1 " %;=' J�4•
I Court Order 87, SP 5 not recarered 3/13 by OKS� r!7, 5/8- rebar set 1/04 by MDW at 10'nook
I '�T�iJ art `oo found J113 b DKS
/
Deed Book 181 686 b Y o
L ...........I / t ema Mae Se/ronek y oA� R/W Easen
r
ti I.'.'.........I I Tract 9, Plot Book 25/10 Deed Book 197/646 Rey Easement 0 1.188 are:
I
Mop 387081 dated 3-12-87 by Tract 8, PB 25/IO 0748 acres aRK6ng - >n .., N 07'78'47
Robert o Dienst
E. Grindstaff, RLS L-1284 N 871154
ting Eggers = I............I IxI Map 38708 3-11-87
N 090114 W 7541 : R 7500'
Easement One Z1 Robert E Grindstaff
t'Il I N 872154" f 442.58' I rz S 620.1
RLS L-1284 ^4
0
.�, t 1 ..:,� 750 acres aKKfing r ,SOTlB'47' W 7540' : S 317913
{ SeHanek R/W £os t two w"o ols� shown on Sue Bishop (D� nstf S 872254' W 416.16' 2272' S 5gu48
o,
` .:_ i S 87.72'51" W 406:19" 0148 oc oNKting a Mo 9611043 _ Deed Book 294 1182 y N 3179'23
Se6onek
• I ,1., R= 75.00 L= 46.67 " u doted 11-21-96 by _ remainder portion of Pact 6, Plot Book 15/10 S 812151
S 45-17:30' W 45.88' N 03'07,V',W 75.00" g Map J87081 dated J-12-87 b : ahn L. Gr • lanpble su t as noted rA date and DYS inilals.
y x
ti � I Alan N. Albert, - Pa"
0710'43" E 10743' N N0.2I' _ Robert E Grindstaff, RLS L-1284 d B 238 • unsurveysd hutoricol point sourced imn initialed references.
/
872254" £ 421.11' S 09'OIM175.47' I RLS C-J7JB 54'E S1d3 0 intangible or. easemant danension endpoint
ag.01
_
96 I R S 03'0.713' E 7500' S 812251' �` A4B 07' 1541 442.58 - _ k4 surveyed a Mired mny pole
1' .:.. g N872 hx'tio(s of points refer to the sunseyar(sf cited in re/erencrs
1'421.12'N8T2254 140.11^^ I
i
N8T21541 .� - -Measurements drown on dashed property lines taken
2 from
'
y .. ... _ .. .. •> R E09evlleat-Two 7stF-
aindicated akaJO
tosurvey datum
basedt
IJ74 3 tmserses
. , .. W. se-_-__-_- DO 3 GPS control d LLe o 120
Ni8172541.[I120f•x ... ... .R mertt One _ eica an r
... ' <26J6 _ 58T22S4w : aRWVn 1. RAT SAAEY IWE d xwel
... 3'3'3' 3 . 722' an ew,wx w,m,y, C-i,
3 3 3 3 L ,ry .. ... .... ......... 3 3 3 3
. 0.750 ocre
9 G 4 x. srw,. a'6ri' ad ma n,.n five„ r waw
x poi 7 per
Mountain 1 R=75W 1 218.741 ^ 08.491MI _ . 324W 415.56 � or rs � � rid
11/96 by A L4, b o ave
_ ----- p. r.r rax w. do. pm
LJectnC Cooperative �N294633w 149.8 o _____.. -- µp 14w 14853 set
11� ..� \\�\ F�£->-Ren RfC fou J 13 6 DKS sww rive .an .carer i.>bxM ad and no ,w .® p„nwed asvawre ria
6 Y / Y ss
Deed Book 497/!619 �.. .. .. 0.591 a- between boundary 5et 11)93 yY 4K�, `__-_= iron set- by AN4 n'sn ,,,,�, q, as o-w r n ., r c r .. and m,
� Iaje a/ N. IJ44.08; E 1156448.18" 1 e,awr ave u (X) W ..� aMa K m=, AS -1391
�...... 3333. . y�R=75.00' L=46.63" and 110t�ver� 3 115587 1 - 60d nail set of d yr ave,+' ,r r,M cad e,m ad .,.d, , ,,. dr.d w m ,.any
property line re ced S26.2J411 300..76' fmm
Tract 10, �„`
, ...� 545'Il'30W 4588' oat 1 61, •E 28129 disturbed iron lowt��/13 by DKS :, I NC S monument'Bannei ''ur"
Plot Book 151107 -- 47181' 1351542p5en1 �Banne RB8IJ24.71 E.'115601315 D"
,W 8: James ✓ & Carmelo D White 's°°' br °lw+4"z•"or'6'rwloe'sror, d"''u' c°m�,,. "'•a' c,�.^r'
Mop 8-25-1990 by 57731 (financed tnonutn referenced S/63446 E 1863.74' D� Bek 2921956 '^' ,w,a', Ram, n Rp Rrwn' c•w1y w�w..Mye m,r "" r d µ r .rro.r'
� from NCGS 'Bannei / Ity "'"' ad"`" „ ,><qoe„ ro iw a,e„v...ldr da,mr. 'My r nr
Robert E Gnndstal/, g m monument severed ores ,E6+,r�, or ,,,,, „e „r
tN rmct 7, P/at Book 25110 r., nK Rey Cwq RN&- lzw=•' h rib oma* w
0.006 Kre between boundary 2.908 Acres d cr6re. �.
RLS L-1294 112' iron set rmrCmq
and pmperty line aR/r> " q RE" ami Ski, d i cwasw. R c,mL w
3/4' iron w/cop set 11196 by" founo t Re- wn.,r d e o»,,, w ar0f to .nKn rat
found 03/1J by DKS found d ro"r=nti'v A�
James ✓ & Carmelo D White
w k
Deed Book 2921956
Tract 7, Plat Book 15/10 I =and �nwtes o2 rektisa to NC � nonh W 83(1011) based on DPUS
� i. All Penn
1. All distances ore honzonta/ ground, reduce by combined lata of 0.999807944 for fK' grid comps.
by MM iron set 8/99 by MK 84 I i set /1/96 by AHA, J. Deed, plat, lease, easement, survey, and other mfmnces indicated in mapped neo.
1-t
S865I "Ob 14531' 5865100 111 • iron set 1972 by DKS at 8' ash in lerroe imn set 8/99 by MMC ! n w at by MK owtumed N5g16
\ found 8/80 h J187 by REG set 99 b MW i
found 11196 by A114 Plot of Recorded Utility Easements for
\ I
leftherio Zervoudakis found 8/99 by MML Jack L & Louise Anderson N8T51G47 194.03' iron set 4/73 by DKS in Sugar Mo un taln Spine Line
/aurid 03/IJ by DKS I found 8/99, 11/01 by MA
Deed Book 325 398 \ Deed Book 41711510 I Patricia Rutland Pittman
/ I found 1104 by Ren
Plot Book 2/1102/110\ Plot Book 40//98 I I I Deed Book 350/1883 found 5/!J by DKS for
dated8-17-99 by doted 2-2007 by Pat Book 38-1378 I
dLacey, I Mountain Electric Cooperative
PLS L-1497 \ Michael M. Lacey, PLS L-1497 :=
e/U.
I
Nathan C. & Martha Coleman l 01-71-07-189
I
\
Deed Book 349/ 2653 I I dated 11-07-1001 by j �� Banner Elk Township, Avery Co., NC
Plot 38/3750 Michael M Lacey, PLS /-1497 I Spine line easements surveyed by David K. Stern, PLS
\ I I '
\ I dated 8-/7-99 by I I I BEN line and adffected boundaries plotted from record research
Michael M Lacey, PLS L-1497 % % S°-
\\ Ra� (and are subject to survey confirmation)
I
I i Map prepared August 28, 2017
100 50 0 100 200 .700
I
Graphic Scale I' = 100"
J
—
David K. Stern, Professional Land Surveyor No. L-1301
475 Cburcb (follow Road 828-963-5331
\ I / Boone, North Carolina 28607 Sheet 14 of 16

i
BEECH PIN
ELEV. 5. 1 O
ook9
132 132 1336
t
J 9 R/W Ease lent 1
LP�1.186 acres a5ectiog Geer t3J — 194
N N 0X18'47" E 7540' 1356
N 871154" £ 52335' 194 63 334
B ERS
x R= 7500': l= 23710' 13
i
A S 670J.'14' E 149.99'
S 3!'1923" E 1574' R=7500' L=23710' \ 32 376 1
S 58'JJ48' W 75.00' S62'O3'14£ 149.99' /8" mber set at base of Yellow biah 5/99 by MDW
N 3179'13' W 58.4.6'--
S 871254' W 57395'
ohn L Gr
Julia a e� le
B 8/238�7 \\ w Deed Book estates
N8 4 51335--- - .. 471/163
__O--.t—...
184
3 2
.. .. .. easement'""\.ryset 5/99 by MOW
- .'
... ... �... ... ...... . 11.8. pace . . - . _ ...v \0}' /and 5/1J by DKS
............
... __--- __
.J .... ..-.. ? \
...
--_--- — Commercial Retail
57395
S8T2154W
Deed Book 68/238 P
Development Company, LLC77to
set 11 b£AH4 portions /eased by }"11'.".\ Third tinct
fou J/I3 by Templeton Properties, LP \ -'.\\ Oead Book 464/895
}`q91
A Georgia Limited Partnership d �4 \-. Surve 990523 dated °
N.• 1344.04; E1155448.18'S267\q5 } y_{_
\\\
ref y
—t Tower, mJ008.75' from 5/8-rebar set 5/99 by/MDW at
.\� Mitchef/ D. Willard, �\ \ 130
�.
nd 4 J�DKS
/ y \... .\\ PLS L-3684 '__ •/' 33
...
severed area18
V.— ... ..'.. \ _
2908 Acres 1/2" iron 4/73 by OKS
set
found 1/04 by RED ______ ___________—
•
"'-----------sa2
found 4/13 by DKS N5? � ; `. �..`�� w
Commercial Retail tentabvt\me� \ `,
Development Company, LLC\ ; staked 2014-07N4
` velnity Mop,
\ \ , !"= 1 mile
First Tinct, Deed Book 464/895
�.1 Tract 34 and a portionof \
\\\
t Tract per 1 \\ ...
�61q'f.
6 /7311�d \`,
I no 99 MM( Plot ed
n it set of base o/ overturned Apel 9, 1973 by `` \\
i David K. Stem, Retail Development C any,
NBT52W 19403' RLS L-1301 s \,.; R/W Easement tinct, Deed Book 4 895
\ `�� 1.659
iron set 4/73 by DKS m loot of J6' Oak in fence ong \ �` �; -_, \ \\� acres aNecti �CRDC Su `dated 9-12 000 y
��I ��
Patricia Rutland Pittman found 8/99, 11/01 by MAIL \ �'-. _- \ .. \,:G _ _ _ _ _... � X106 W 141. _ ... ............. ......... _ _...... ... _ _ _ ...Mitchell` ` Wiflard, S. L-3684 ......
found 1/04 by RED .00, L B
Deed Book J50 1883 \ - ' -_ N O2v8tw 7796'
/ found 5/1J by OKS� \ ��''
�
Plot Book 38-1378 7d N 3179'13''W-C$t3�-- .
-```-_`y'
01-11-07-189 ` `� '\ s3� =E7J6.72'------------ L— Preliminary
I __--�_�-----_'---
doted 11-07-2001 by ;�
r � --�--'+_ -- - ----- - _ x .. \ ' —S 6970b9' E71L6T ---f+�— __ ----- _�_� _
----------
Michael M Lace, PLS 1-1497 -- - - _--- - - _ -` \' --
y l ; - —" --_ - subject to final review
Daniel E Lichtenberger S 6/'59'41' W 5754' 1
_
\�- $' �\
Deed Book 436/711 \
I% Survey %0°4014 doted January 26, 2004 by \ \e
Ralph E Doughtry, Jr. PIS L-4155
\,
\ \ \\ Commercial Retail 5/8" ebar s
Development Company, LLC
\ 1 \ Third tract
Deed Book 464/895
\ . ,;;- - Survey (990523 doted
\ .\ 9 2-2000 by 5/8' rebar set 5/99 by MOW
.'..\ Mitchell D. Willard, found 4/!3 by OKS
\... .. - \\ PLS L-3684 A 1.2: • torgibk surveyed point a noted with date and DKS initkls.
Plal • unsunevM h�storico/ point sourced from mibakd references'.
t o intaq a propery a. easement rnmensim endpoint.
\`•
x
\ / sone a d 7¢ed unlit e
•� ` R 7500 8198' ` . t-nibials
Prefer
IMeasurementst tont
lotMi at
o / show dash s es taken
} 51
�F
- -_- 3g4% /2� Commercial RCFai/'� �+ Irom the indicated references and fa conformity, may be
- -"-- u rotated and/or factored to tit ties to NC geld survey datum
\ . 70706W t-y'omp'ony, LCC
7720.9\ ... based on Leka 5JO GPS control and Leica 120J traverses.
5/8" rebor set 5/99 by MOW �� ... �,� / First rr7ci, Deed Book 464/895
x,01 \,` alns�m,6, b new me suew /We sr�u Or waa �
------_ ' rat recovered 4/I3 by DKS 06V 24375 � ' '. _ , = '%act 34 and Tract 48 per ^i t Dm x sqw,, nary aem r o rya
t' know \ . f - - bJo $ al l9 /I M u6m m a ora n My
= flSl 73119 dated April 9, 1973 6 et,'°"'°' / /p
-- vid K Stem, RLS L-1301
cs
-_----- --- ... sets• less 1.239 acre o Ja m ons.
10pB I n.aer a.Ny Wt fbie aney Pe. GS /7 -Jac (/Klp a 7rye C -I: ie /Mf fM eag Gbx'd K Sfem, PLS -IJaI
,?d7. P o a m wetly vara' d ace an eoe, nor acre ° m. ,aew a m am<ny
R=7500' L=12334'
N81'iJJIW 109.90' J' LMc'
/B ._. _ ..Pyle. AcgpMef0:l0rf by p91le4KE KY/6lR//A2 Sbfe °! Math fm ft .tiny Carat,
-w� I bb�wxa AMwi /a Ay fcuniy uiOnM M°r Me f iam
RyW N, A I n
Q747 ares oNecb' CROC N` 'fs• °jOLr°pf S/ ��?f• w �° eo�d N s aw•... m m .,aya„ ro sw a�nm.
fq '`>9 ` by ms ogre as,:,ubora a- '•"y avn4' ,�•
^9 2iq�, (» '. �eeauey a me Ay r r>
N 643941 f 57.54'
�7t,
.�M07F y-.90, „ r
y °X`.
SJr.
S 6870"09 E 35209' k�iu'�o`fJ dy
Jim 6/ MUwM,. y M" � u� 9 d w.m r +°ew. a
�5 8' retia! set
S 14'.1648" E 15.34' ay - 4 1k3' �' � ��, . MQ A! o—y �y °a n #e ro .nKn� a
S 4X47'44" W 6761' �lnrgy?Sf.B1.7 "ra2zCo!ered. 4/ draee ".uee a emamy "w:"m"m by —*o, R.- owa, ,1..y cant,
N 68'10'09'W 504.90'
R= 75.07' L= 11JJ4'
N 81'1X31' W 109.90' ion set 5/95 by J[B \ I NI 69arings and coordinates ore relative to NC gnd north MD 81(2011) baud on OPI's comps.
iron set 10/70 by DKS reset with 5/8 rebar 4/99 by MML i°t' \ 2 NI dr'stairces ore honzontal mund•. reduce b combined /actor of 0.999803944 for tk' nal cam
S 81'0106" E 24J. g
of marred birch 4/99 by MML found 4/00 by MDW 9.\9�' Sk'1°h \° J Deed, plat, lease, eosemen(gsurvry; and other mfewes indicated in mapped o,ea
99
found 4/00 by MDC inspected 4/IJ by DKS
O<
ins tM 4 13 6 DKS NB711'4BW NBTll4BW
Stanley S. Norwood & 772J' 94 Plat of Recorded Utility Easements for
Bonnie Norwood on set 5/95 by ✓te Bobby Lane A Sugar Mo un tarn Spine Line
Deed Book 310/388 reset with 5/8 rebar 4/99 by MK Barbara P.
found 4/00 by MOW y for
found `'"by°
Plat 99-4-14 Mountain Electric Cooperative
by
iron set by MAL 41999' 4/14/1999 by A
replaced with 3/4 iron 1/2011 Banner Elk Township, Avery Co., NC
map pant is iron wt by M18 4/1999 S2600'12 Spine line easements surveyed by David K. Stern, PGS
referenced N3XJ459'E 0.42' 1 BEN line and adffected boundarieslotted from record research
p
from 5/8' m&r Ji. t o ud 1/2011
iron set by MML 4/1999 5 1 (and are subject to survey confirmation)
found dshvbed 1/2011 Map prepared August 28, 2017
Missy & Mark Jr. Johnson & Mary Ann Johnson 100 50 0 100 Zap J00
Deed Book 385/1693
4/14/1999 (updated 8/4/2004 PB 38/3978) Graphic Scale i' = 100'
by Michael M. Lacey, PLS L-1497
pk rad set in loot by MML 4/1999, rep David K. Stern, Professional Land Surveyor No. L-1301
Ry14 Easement with 3 4" iron set OI/2o 11 in ,y
0.198 ares oNacting mop paint is iron set by M 475 Church Hollow Road 828-963-5331
Bobby Nawead referenced NJ9'55J Boone, North Carolina 28607 Sheet 15 of 16
S 85'58'12' W 75.01' /rain tallest iron of cluster four

t
\ N i797J'lYJ$433 \
\�\......\
BEECH PIN
ELEV. 5,50 11
. N 563148• E 750D��� ;_-_-_
ep
' A\S 317973 f 736.72 -"- _ ,;_- _%
. �...� — 662Db9 E711.6r � = _ = -- - --------- ---"
..........
'—______ -
132 132 1 1336
1
3
13 t 94
... V'...'.'.\ S 645941" W 57.54. — .
^
.. ..' Mlchoel E lholl
Deed Book //5/335
358 33a
sa ea 6 ERS
\ Tract 4A
1328
-�...... \9 dated
-. '* 518'rebar set 5/99 by MDW Plat ,7311
Commercial Retail 4-9-1973 by
r
e\ 376 1
132 _
\ X an large rack
Development Company, LLC David K. Stern,
7
Third tract RLS L-130! �•.
\ �`
Elk.
1• Deed Book 464/895 nted stone 10/70 per DKS p
\\ ,
Survey /990523 dated : nted stone 5/95 per JCB
Miana l E morr
9y 12-2000 6 e /8 rebor iron found 400 MOW �
\ Y 5/B• rebor set 5/99 by OW
Mitchell D. Willard, : Deed Book 11 r rod set 4d r RED
13
184
found 4/iJ by DKS
of 7?u 4
PLS L-3684 A L1J9 ac. remainder o/ Tioct 4B peri 5/B rebor found 4 l3 by
t3a2
\ /
P/o�Yid3K9S�emedRLS4-9-197J N8807B0.
11301 by efe enccN S4T27'I64E 4562.44' from
a'
NC
\ / : a 1.239 acre parte/ per CS Mon ent 'Bo nem' B
a
tot
R=7500" L=8198 !j ,-„:: ''I'll, t • too, D regory Jr & Jessica H Heaton \
Plot [X104011 dated April � 00 6 Y
PLS
342
138
3�t 5' 0. Willard, -3684 Book 4J7/24B8
-_ --___ N Mitchell 1,
�'--__----------- 47-j-_ 2�' Commercial Re(aiY lot f 9
; _ r Easement dated -29-1009 by
f .. \ .. .tizP`d).
�NB2'OJ b61Y 117 pg\ '� .: - �� - - '-Jieelgpmeat; omp"ony, LLC t 0002 oafs affecting !hal yjy Easement Ralph E Doughtry, Jr. PLS L-4155
MOW — . _�� i Fir3tr t)7. Oeed Book 464/895 - D8 490/7171 QS72 acres aNech Heaton
...8.�. .............
OXS• .NB2'D706•iC qi r7i, ' = T!oct 34 and imct 4B per $ 1; N 14'J648' W /S34' y ..4 -.- - 1J \
_ : h I
Z. Latd'.'...... S 687U09E 14.t1y
33a
t
3�
_ 73/19 dated Mnl 9, 1973 b} U S 687009•£ 1387
6ovid K Stem, RLS L-1301 . S 414815• W 1J R= 75.00' L= 1921 ' no and set 4/09 by RED
33
SMq�l�F 1.2J9 acre 0h�o N 8S 545538* F 1C
95859' W112.94' no overed 4/13 6y
16
s3°�1h
R=7500•(=121J4" �;.. ¢'O, 333:3. "�Zpy. !y S N 68'20'09• W 204.09'
-
N817J711f 109.90' SB. zs~" ... ,p" N 414744• E 67.61'
i mor Greg & Linda Heaton iron rad 4/09 by
0"'
tRa/W Easement ,,,, no' a sty 70 41 9 not 4 IJb K
f � Book: 274 Pg: 157 remainder portion of
��''/6 6 4/09 by / y
sae
N 64159'42' f 5754'���0 F •(�90 ,ren pipe set
4v� fo'� yr3) fe a op _ _ ..�y'r.. .... rs Plot 95064-5 dated 5-29-1995 by �\ not neo—red 4/1J by
S 66'20'09• E J5209' 4'Oaa a's(Y 6Sq)/l,Jdy sqy�, Jerry L. Bol% RLS L-3108
Vicinity Mop, 1"= 1 mile
rebor set b
S 143648.1. 1534' "�/ F;,4<5z8".. yy .. t cy R=7500 L=192.18
S 414744' W 6762• �O'?.fiB1.fa �.rAQt\reeovereJ.4/1J: `� F y 7•y, S54'S538�,Z4.i76" R
N 6P2O'09' W 504.90' ❑
�'�
R= 75.00' L= 12134• iron set 5/95 by JLB �� .- well • ,,
N 81'1311' W 109.90• '38ehQondedfd n. Q - \ c>
iron set 10/70 by DKS reset with 5/8 rebar 4/99 by MML -- y
l�dds:- . {
u66Tyech
S 8701'06• E 243.78hound at marked birch 4/99 by MML found 4/OD by MOW ,9l' k1°��w.'p�zp� ;�
w4
found 4/00 by MDL inspected 4/IJ by DKS9 c�A� p9r 7/' j O Z ... ,
mS•
in ted 4 l3 b DKS N8T714B'17' .. 79,
¢, �✓e .'.f o man pipe set 4/99 by MML !/2' iron found
N87714B1Y / not recovered 4 /J b OKS — —
58591Y 26719• i0 / Y
(bent) 1/2011
—— —
StOnle S Norwood & 7711"-" - 94.1 '
Y 16128•,_--_6.99' 0 8294' R=7500" L-4(72'
Bonnie Norwood iron set 5/95 by JLB SJ6"42'39W 46.91"
Bobby Lane Norwood, hifa-BSteCe & �� U'
100.76" I
— — — — —
Preliminary
reset with 5 8 retia 419.9 b MML r ,504'17"I2W
Deed Book 310/388 / / Y Barbara P. Nopweo� bf� estate zl ` 'l 'M o I
1
Lound 4/Oo by MOW y i`" �•„�i �4 u iron set b MML 4 1999
hound 4/13 by t7KS `t2oa,Deed-B°B��l('5 • �� "+� w", y l
rep/aced with J/4 iron set
subject to final review
Plot 99-4-4 79 (see PB138/397Bf c ��' �,,,
- `6• `�.:.- :... "' at 04' post by DKS 1/2011
iron set 6y MML 41999 •� 4/14/1999 by Mi M. Lacey, L-1497�,�4 _ .. 1•, .. ^t N.88028J98 E915829713 I1
MP/0 ced with 3/4 iron 1/1011 referenced S40'I9VE 492535•
map paint rs iron set by MML 4/1999 515"0072 I •� Sg5'58'11•l1' 84. 3 3 3 3 ./ ... Ory from NCGS Monument 'Banner' I.
I
referenced NJYJ459f 0.42' t0 . A An ahnS n.'.'.'.'. R/W Easement, 007 a.
f am 518' rebor imn found 1/2011 12• K, .:.... ry LAB 460/2J42, P842171 I
iron set by MML 4/1999 5 J812' 38 97r 4-14� 9.14
^ Arnold &Glenda Norwood
,
ore/ RL ace `�
found distrubed 1/2017 y+'I... remoiner of DB 294/455
PLS ( 49 1;
Missy & Mark Jr Johnson & Mary Ann Johnson ' on set by MML 4/1999
(` A .
Deed Book 385/1693-� faun t
i ���
Banner Elk Medical
u dated 81412004 PB 38 3978
411411,999 (P/ ) \ p t.'.' . a.,
by Michael M Lacey, PLS L-1497 : Q9-titi f .len 1999 -
\ lac inn -
pk nail set in hoot bn a by MML 4/1999, replaced �fL 145' Ati reP sr /1011
R/W Easement with J 'iron set Ol/2017 ins ditch �� me tl eirs
BSRuth
Investors
Deed Book 334 1016
source of
• tangible surveyed point os noted with date and OKS initials.
• unsurve hmst"ol
Yed point sourced fine initialed references.
y, gm'b'zed ate imen— etdpaim.
0�C\o\
Do Bao 345
a 198 acres affecting mop pant is iron set by AIM( 4/1999 - /
Q\0 I
Bobby Norwood referenced N39"55377 0.94" - iron �t by 4199
�4
nuNey not
in
disclosed n legal
0 sua h7i
of points refer to he sumyor(s in referent
-- lMeasurems shown an dashed pmplerty lines take
S 855872' W 7501' from tallest iron of cluster found 01/1011 repro 3/4 rm 11
... wrt MLI
................. ... ......__..................... ... us
N I051J` - %be by
description, does
include to
fmm the indicated references and for conformity m be
may
D503'J6W iron eft by MMC 4/1999 4�1 ggg
N 687009 W 699' Grop� iron by 0 KS I
a reference
NCGS monument,
rotated and/or factored to fit ties to NC grid surrey
based on Leica 530 GPS xnbol and Leica 120J traverses.
replaced by 3/4' iron set 1/2011 oche/ ood, \ : 1 t ti
S 895859' E 11194' ion set by MML 4/1999 ` found hown
Townsend
aw/wrsna�s nv aur staawr rine d 00000, wom„y„ cWnry
jJB 3,%1/1545
R= 75.00' L= 4772' found (/2011 .. ...`;.. fied,a
397B, 4/14/1 not
and .aero •swm
4 AM,( K sten. wary and ma pxr .® mo.e aow o rwe p
ny .win, -W. orfro/aon or...%N ro roro,�nmro, ag .mem ro ruin
S J6'41 J9' W 46.92' (used as sud iision control point) .X1jtW width
"Lacey, PLS - syr o
S 05'03:76' E 64.93' Stanley S d & ion set by 44(41999 .
Bonnie No o ifound 1/1011
Deed Book 310 ioa-eft at mailbax 4/1999 by MML \ .. . - 333 3. - iron
set by ?1
ex mea w pea m a not len mm 1:1500: met aye aaunemvs rwt svwree oa .� A.W.
a47- ywe win rnd'b t& Ona mm i"Vw, , ro o ro :< win
ss r1-w e: eww�¢
a.ww a ary mo ma owy vw as a-3o (D(10 ro ryw c-1: Z. and me .o , � K stoma ns -1301
w..,;omn ven.+' or ane one no• not awro o no..<a..e a dwm. m •,:,ray
t _
found 1/1011 by DKS f < hound
r,�f00t Deed 461/. 7 . `! j6
aotn
1/11 acnaunar.ten M oxrYsnt:'E aatwvs7at10r srde d nam cwow�o, amwr c•�*6
— — — — R eosn t ae:,onn am:,..tom. am• wtr o�vno.weyc mm m, 6.m µx .d�o.n
awe` asm'u°w' .e'n cwn7' rc
0
flat steel10�Oj ' a 4.42/1 :C o
t' �, 1
198
Aronld & Glenda Norwood �I
a q �r mw yaamw.„m.'a,eew.. aanwna%roaw- rw
found foul", ,
' ce 107 t t t
° '" Mscsr ani �°t° a'Y"u' cwa«,a "`
mbar Irol ywin by MML
i '
Deed Book 294/455
I
M
1 w.ue. Omar d A y Canty wary mw m, o• pot ro .nen a
ro. Win. R•;.. ff—,,
I nom ci o lm'S ;
1/2' imn faun
om'm oa .otdvmy ,.s.--& A� Cowmty
mean. et .. -
20
10/1005 6 WRM, - - -
found 071, 010 & fi' . . .
I .. Banner Elk
e• Vo/untee� ,
Ol/2011 in chain-link
—
— — — runT on set by ??_
-.P
1376 T
1. Al bearings and coordinates are retinue to NC grid wit W 81(2011) based an OPUS camps.
fent id-stockple o r escue, I c. II
Diane ED Townsend ..
Deed B 184//34 I.. •,447 b5 -
/ Y
R/W idth not ascertained I
'b 45'sl,�wn
I
2 All d1'stonces ore horizontal round,' reduce b comd'ned factor of 0999603944 for AC rid cam
3 &vd, plot, lease, easemiu;4 surrey, and other references indicated in. mopped area. g
Plat Boa 4113,92
/ .� �.... laic a Y
ce
Plat 8051992 10-
I
dated -05, revised 08 10-10rebor. roo- D07 MAIN-'
by Walter R. McCra en, PLS L-3831 by.Pl3".
Mounld!n Cp
the Vllage of Sugar Mountain
Deed Book 426/437
Plot of Recorded Utility Easements for
Sugar Mountain Spin e Lin e
£leans p
E Sugo-Meuntni(L-
1/2 Dedd Bdak 464/787.' \ ."
fW 1� Plat .Book 4P/168 .. t \ 0 !onto!
�za>a
4
rebar ion set 1007 b MMH I
found
rind sed & distu;t d I
nail
for
Mo un tain Eleetrie Cooperative
bby
m. y
pavement ,,1D,D
1.014 PRY Ran afDeed Bodr;isfjsDp.:..::.::..` t t
a �
Banner Elk Township, Avery Co., NC
y�
•Jf ren found 199106 1 -:- - Lrou -' _ °'
Spine line easements surveyed by David K Stern, PLS
03 h of choinknk fence 3/4 Parr awt 7/1BDhset 79A#.byJ
�° G
found 7/2010.'. 0•>SY>1+f�%thal 1I Sanitary
sewer manhole
BEN line and adffected boundaries lotted from record research
P
Po r The Vllage of Sugar Mountain
Q -f location and elevation from an
(and are subject to survey confirmation)
a v an fF t "YEd utk7Lwren , offset
Deed Book 245/1071 Map prepared August 28, 2017
m f�gff Course' date
e o/ Sugar Mountain Go
J/4" iron seh Iry LWS,,, J/4',-gp/eg1, p6r, jre L
Acand � by ( -B•} sdn to ye Iron set 7/201 6) OKS
by Robert E Gnndsta/(, RLS L-125 100 50 0 1017 200 300
invert Plat Book Jl/39-42 •
/
/ (oHje�n) �A [
Graphic Scale 1 = 100'
.±
a relkaora wer.m ehr//agA Sugor Mountain
ry Gin er portion of Deed Book 245/1071
Ply �pgar Mountain Golf Course' dated June 3, 1993
David X. Stern, Professional Land Surveyor No. L-1301
475 Church Hollow Road y 828-963-5331
Robert E. Giindsta(f, RLS L-1294
Boone, North Carolina 28607 Sheet 16 of 16