20080400 Ver 2_401 Application_20170717

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June 9, 2017
Ms. Karen Higgins
NC DEQ — Division of Water Resources
401 & Buffer Permitting Unit Supervisor
512 North Salisbury St.
Raleigh, North Carolina 27604
Re: Peachtree Creek (Ware) Stream Restoration Project
Section 401 Permit
Ms. Higgins,
Wolf Creek Engineering, pllc
Engineering and Environniental Consulting
Resource Institute, Inc. (RI) is seeking approval from the NC DEQ for a Section 401 Permit for
construction of the Peachtree Creek (Ware) Stream Restoration Site (the Site) in Cherokee
County, North Carolina. Restoration is proposed for approximately 2,324 linear feet of
Peachtree Creek and 20 linear feet of an unnamed tributary (named Stiles Branch for the
purposes of this project).
Funding for the proposed restoration efforts is being coordinated by RI and the Natural
Resources Conservation Service (MRCS), and is a combination of state funding and the NRCS
Environmental Quality Incentives Program (EQIP).
RI has contracted with Wolf Creek Engineering to provide design and construction oversight
services for the implementation of the restoration. The preliminary construction plans are
included as an attachment to this permit application. The following is a brief description of the
site conditions and the proposed restoration efforts.
Project Location
The Site is located in the southern Appalachian mountains of Western North Carolina, in
Cherokee County, approximately 4.5 miles east of Murphy. The upstream end of the Site lies at
LAT/LONG 35.08432778° N, 83.958536110 W. The Site drains to the Hiwassee River (USGS
8 -digit Hydrologic Unit Code 06020002) approximately 1.5 downstream from the project
outfall.
Property and Land Use
The Site includes four (4) tracts of land totaling approximately 132.4 acres. Site streams have
been negatively impacted by current or past agricultural practices, including livestock
operations, row crop cultivation, and stream channelization and dredging.
12'/ Wall Street, Suite C • Asheville, NC 28801 • 828.449.1930 • www. wolf creekeng.com

Restoration Goals and Objectives
The primary goal of the Peachtree Creek (Ware) Stream Restoration Project is to repair
degraded reaches of stream through implementation of sound restoration techniques, including
bank stabilization and in -stream structure installation.
The project objectives include the following:
• Improve water quality and reduce sediment input by stabilizing actively eroding banks
• Establish a buffer maintenance policy with the property owners to provide riparian
buffers
• Increase aquatic habitat and channel bed form diversity through the installation of in -
stream and brush toe structures
• Correct channel incision and erratic meander behavior through the excavation of a
floodplain at bankfull elevation
Existing Conditions
The watershed is approximately 82% forested, with agricultural and low-density residential
land use composing the remainder. Based upon historic aerial imagery, the majority of the land
within the Site boundary has been in agricultural production for at least the last twenty-five
years. Land use within the project limits include field crop and hay production.
Peachtree Creek flows from northeast to southwest towards the Hiwassee River with a
contributing watershed of approximately 16.8 square miles. The average bed width of
Peachtree Creek is approximately 26 feet, and the depth -to -terrace ranges from approximately
three to six feet. Many of the channel banks are vertical, actively eroding bluffs which
contribute significantly to the sediment input into the Hiwassee River.
Restoration Methods
To correct erratic meander behavior, a geomorphically stable pattern, consistent with a Type -C
stream, will be returned to Peachtree Creek by realigning the channel and repairing actively
eroding banks. A new floodplain will be excavated at bankfull elevation which will increase
flood conveyance and correct channel incision, therefore reducing stress on the bed and banks
during flood events. In -stream log structures, as well as brush toe structures, will be installed to
increase bed form and aquatic habitat diversity, and will be constructed using onsite material
whenever possible. The proposed channel bed will be constructed of onsite, native bed
material. Following channel construction, native woody and herbaceous species will be
installed to establish a protected riparian buffer.
Wetland and Stream Impacts
Jurisdictional wetlands have not been delineated within the limits of the proposed construction
activities. Unavoidable, temporary stream impacts will occur along approximately 2,869 linear
feet of Peachtree Creek and Stiles Branch in order to construct the channels along the proposed
alignments, repair deteriorating banks and provide approximately 2,344 linear feet of
restoration. Efforts will be made to minimize the impacts to the channel banks and, where
disturbances occur, bank stabilization techniques will be implemented to re-establish native
vegetation.
121/2 Wall Street, Suite C • Asheville, NC 28801 • 828.449.1930 - www. wolf creekeng.com

Summary
We anticipate that the immediate effects of implementing this project will be temporary ground
disturbance due to the use of heavy equipment in the construction of the stream components.
These activities are necessary to reverse the extensive disturbance and degradation of the Site.
The long-term effects of the project will be an overall enhancement and restoration of stream
functions and riparian buffer.
Should you have any questions, or if you require any additional information, please feel free to
contact me at my office [phone]. Thank you for your time and attention to this matter.
Sincerely,
Wolf Creek Engineering, pllc
Christopher M. Engle, P.E.
Project Manager
Attachments:
Application Fee of $570.00 (Check # 7111)
Pre -Construction Notification (4)
Construction Plans, Half -Size (4)
Bound Copy of Supporting Documents (4)
12V2 Wall Street, Suite C - Asheville, NC 28801 - 828.449.1930 - www. wolf creekeng.com

W A T�c9OG
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
111L 7 2017
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Peachtree Creek (Ware) Stream Restoration Project
2b.
County:
Cherokee
2c.
Nearest municipality / town:
Murphy, NC
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
111L 7 2017

3.
Owner Information
1) Audrey Ware
3a.
Name(s) on Recorded Deed:
2) Ricky Joe Stiles
3) Roger West
4) Deer Watch, LLC
1) 1429/1070
3b.
Deed Book and Page No.
2) 790/177
3) 887/26
4) 1505/666
1) N/A
3c.
Responsible Party (for LLC if
2) N/A
applicable):
3) N/A
4) Midge Smith Spong
1) 1300 Lanier Rd.
3d.
Street address:
2) 5410 US-19
3) PO Box 160
4) 1603 Regent Park Ln.
1) White Plains, GA 30678
3e.
City, state, zip:
2) Marble, NC 28905
3) Marble, NC 28905
4) Greensboro, NC 27455
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Project Sponsor
4b.
Name:
Charles Anderson
4c.
Business name
Resource Institute, Inc.
(if applicable):
4d.
Street address:
2631 Reynolda Rd
4e.
City, state, zip:
Winston -Salem, NC 27106
4f.
Telephone no.:
[phone]
4g.
Fax no.:
[phone]
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Christopher M. Engle, P.E.
5b.
Business name
Wolf Creek Engineering, plic
(if applicable):
5c.
Street address:
12'/ Wall St. Suite C
5d.
City, state, zip:
Asheville, NC 28801
5e. TelephQne no.:
[phone]
5f.
Fax no.:
5g.
Email address:
[e-mail]

B.
Project Information and Prior Project History
1.
Property Identification
1)551204612752000
1a.
Property identification no. (tax PIN or parcel ID):
2) 551204712189000
3)551204727257000
4)551204503456000
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.08432778 Longitude: -83.95853611
(DD.DDDDDD) (-DD.DDDDDD)
1) 40.97 ac
1c.
Property size:
2) 46.12 ac3)
15.23 ac
4) 30.08 ac
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
Peachtree Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c.
River basin: map is available at
Hiwassee River
hftp://h2o.enr.state.nc.us/admin/maps/
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The proposed project is located on four (4) properties used for agricultural production. Site stream exhibits excessive
erosion and instabilities due to these agricultural practices.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.00 acres
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 4,400 linear feet of existing stream are located within the project properties. Approximately 2,869 linear
feet will be temporarily impacted, resulting in approximately 2,344 linear feet of restored channel.
3d.
Explain the purpose of the proposed project:
The purpose of the project is to restore ecological function, natural stability and aquatic and terrestrial habitat to a riparian
system which has been negatively impacted by agricultural use.
3e.
Describe the overall project in detail, including the type of equipment to be used:
The proposed activities are intended to restore degraded portions of the Peachtree Creek and an unnamed tributary that
drain into the Hiwassee River approximately 1.5 miles downstream of the project outfall. Erosion control measures will be
installed prior to any land disturbing activity to prevent erosion and retain sedimentation onsite. Where the stream channel
departs from morphologically stable conditions, it will be reconstructed with proper dimension, pattern and profile.
Restoration will include the excavation of a new floodplain at bankfull elevation and the installation of in -stream structures
to provide stream bed integrity and improved habitat for aquatic species. Native vegetation will be planted to provide
restoration of a natural forested buffer adjacent to the stream channels and habitat for insect, terrestrial and avian
species. Upon completion of the work, all access roads, staging areas, construction entrances and silt fence will be
removed and all disturbed soils will be stabilized with mulch and native seed to establish permanent ground cover.
Equipment anticipated for construction efforts include tracked excavators, skid -steers, track -trucks and off-road trucks.

4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
El Yes ®No ❑Unknown
property / project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what
El Preliminary [I Final
type of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or
obtained for this project (including all prior phases) in
❑ Yes ® No ❑ Unknown
the past?
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
El Yes ®No
6b.
If yes, explain.

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ PET
Bank Stabilization
Peachtree Creek
® PER
❑ INT
® Corps
❑ DWQ
26
748
S2 ❑ P ®T
Restoration
Peachtree Creek
® PER
❑ INT
® Corps
❑ DWQ
26
2,101
S3 ❑ P ® T
Restoration
Stiles Branch
® PER
❑ INT
® Corps
❑ DWQ
2
20
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S7 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S8 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S9 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
2,869
3i. Comments: Site stream exhibits instabilities in the form of actively eroding, vertical banks, which will be improved by the
implementation of restoration activities.

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑ PEI T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
6f. 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.
❑ Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
im act
required?
131 ❑P❑T
❑Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Where mature vegetation exists on the stream banks it will be incorporated into the newly constructed stream bank. The
construction footprint will be minimized by utilizing the existing channel corridor to the maximum extent possible.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction access will take the most direct route to minimize disturbance to existing vegetation and land in current
agricultural production.
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 ® 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: N/A
3b. Credits Purchased (attach receipt and letter)
Type
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:
❑ warm ❑ cool []cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan

5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes ® No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(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:

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

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. if you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This project is a stream restoration project. The site will include provision of a riparian buffer to protect the stream from
future anticipated impacts.
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 wastewater will be generated by the proposed project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. 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.
❑ Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NRCS internal process — Form CPA -52
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NRCS internal process — Form CPA -52
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NRCS internal process — Form CPA -52
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The project lies within a FEMA detail study area, and the proposed
activities will require a No -Rise Certification be submitted to the local Floodplain Administrator in accordance with FEMA
requirements.
8c. What source(s) did you use to make the floodplain determination? NC Flood Risk Information System
Christopher M. Engle, P.E.a
L��
6/9/2017
Applicant/Agent's Printed Name
Date
,
Applicant/ e t s Signature
(Agent's signature is valid only If authorization letter from the applicant
isprovided.)

Peachtree Creek (Ware) Stream Restoration Project
Supporting Documentation
• Vicinity Map
• Topographic Map
• Soil Survey Map
• Design Calculations
• NRCS-CPA-52 Form
• Cultural Resource Review
• Mutual Agreement Form
• USDA Agreement to Allow Installation of Conservation Practices Forms
• Agent Authorization Forms
• Most Current Deeds for the Site
FJUL 7 2017 `JrJ
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SITE LOCATION
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SITE VICINITY MAP
STREAM: PEACHTREE CREEK
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7.S-ASNUT2 SERIES
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2016
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PEACHTREE, NC
2016

35° S 8' N
35" 4' 38' N
3 Soil Map—Cherokee County, North Carolina 3
(Peachtree Creek (Ware) Stream Restoration)
m �
229" 229600 229800 229M 22580D 23800 230000 23010D 230200
3
zr
$I Map Sde: 1:6,530 if pri dBd on A {arrlsope (11" x8.5") sheet
m N Mebeis
0 9D�100 270 300
Feet
0 300 600 1200 1800
Map proJn: Web Wrcator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
tSDA Natural Resources Web Soil Survey
.1� Conservation Service National Cooperative Soil Survey
35" S 8"N
35° 4'38'N
230800
3
R
6/6/2017
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map --Cherokee County, North Carolina
(Peachtree Creek (Ware) Stream Restoration)
Spoil Area
Stony Spot
Very Stony Spot
y, Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
+ + t Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
r Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cherokee County, North Carolina
Survey Area Data: Version 11, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Mar 12, 2011—Oct
16, 2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
(ism Natural Resources Web Soil Survey 6/6/2017
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map Unit Polygons
. +
Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
X
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
y
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Jr-
Saline Spot
Sandy Spot
e
Severely Eroded Spot
Sinkhole
Slide or Slip
g.
Sodic Spot
Soil Map --Cherokee County, North Carolina
(Peachtree Creek (Ware) Stream Restoration)
Spoil Area
Stony Spot
Very Stony Spot
y, Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
+ + t Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
r Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cherokee County, North Carolina
Survey Area Data: Version 11, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Mar 12, 2011—Oct
16, 2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
(ism Natural Resources Web Soil Survey 6/6/2017
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map -Cherokee County, North Carolina
Map Unit Legend
Peachtree Creek (Ware) Stream
Restoration
Cherokee County, North Carolina (NC039)
Map Unit Symbol
Map Unit Name
Acres In AOI
Percent of AOI
AkA
Arkaqua loam, 0 to 2 percent
30.7
20.3%
slopes, occasionally flooded
-
- - ------ - - - - --
BkB
- -- - ---- - - - -- -
Braddock loam, 2 to 8 percent
- - ---- -------------
1.4
- --- -------------------
0.9%
slopes
�BkC - --- ----- --- --- - - ----- --
-Braddock loam, 8 to 15 -- --I
_
- -- ---- ---------- -- --- 9.6
- -
----- - --- - -- ---- - --- --- -6.4 /°
Lj
percent slopes
o
---------------------------------------------
I BnC
------------ ---- ----- - -- -- - -
Braddock -Urban land complex,
- - - - --- - - --- - ---- -
2.5
- - - -- _-
1.7%
2 to 15 percent slopes
DrB
j Dillard loam, 1 to 5 percent
27.0
17.9%
slopes, rarely flooded
------- -Hemphill
-
--- - ---- - - - -
+ -------
HpA
loam, 0 to 3 percent
0.1
0.0%
slopes, rarely flooded
F---------------------------
AC
- ------------------------- ---- - --- --
Junaluska-Tsali complex, 8 to
----------- ----- -- - - - -
0.9
- --- -- ---- - --
0.6%1
- -
- 15 percent slopes ---
- -----
-- -
-- - o
2.3%
AD
Junaluska-Tsali comp lex, 15 tod-
3.5
---- ---- - --- -
30 percent slopes
-- ---
I
}
AE
- ----- ---- -
Junaluska-Tsali comp lex, 30 to
--------------------------------------- ----
10.1
- ------- - - o
6.7%1
---- - - --
50 percent slopes
-- ---- - -
-------- ----
RsA
-- -- -- - -
Rosman loam, 0 to 3 percent
-------- ---------------
22.7
-- _
15.1%1
slopes, occasionally flooded
St6-----
tatler
S loam, percent
25.1
16.7%
- -- - ---slopes
aely flooded
-- -t
- --- ---- --- -
-----
ThB
Thurmont-Dillard complex, 2 to
11.1
7.4%
8 percent slopes
TxA
Toxaway loam, 0 to 2 percent
3.5
2.3%j
ly flooded--
---_
- --- --- -- -- - -
Ur6
Udorthents-Urbannland
2.6
% 1.8/°1
.
complex, 2 to 8 percent
j
slopes
Totals for Area of Interest
- --- _ -
- - - - -- - - 150.7
100.0%.
LGQ& Natural Resources Web Soil Survey 6/6/2017
�i Conservation Service National Cooperative Soil Survey Page 3 of 3

1.0 Conceptual Design
Estimated Channel Values from Regional Curves
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Hydro -Physio Province: 1 NC Mountains
WBKF •
ABKF
dMEAN
`6F
WEED •
dMAX •
Reeional Curve Eauations
Coefficient
Exponent
17.36
0.3693
18.559
0.6616
1.1771
0.2697
55.425
0.7874
12
0.45
1.5
0.27
Approximate Equations
Coefficient Exponent
WBKF: 14.53496 0.39(Not Used in Calculations)
dMAX : 1.64794 0.27 (Not Used in Calculations)
Design Status
Draft
5/17/18
RTS
P:• 1 078-PCHTI Design (201 7-06-06 PCHT Channel Design (ver2016-01).Asm 6/Q 0 7
Estimated Dimensions from Regional Curves
Drain.
Reach
WBKF
ABKF dMEAN
WBED
dMAX
Pool
RC
Tangent
Area
Spacing
Length
mit
(ft)
ftz (ft)
(ft)
(ft)
(ft)
(ft)
(ft)
Peachtree Creek 16.8
49.2
120.0 2.5
42.7
3.2
246
98
98
Stiles Branch 0.3
11.1
8.4 0.9
7.0
1.1
56
22
22
I
i
I
P:• 1 078-PCHTI Design (201 7-06-06 PCHT Channel Design (ver2016-01).Asm 6/Q 0 7

1.1 Reach Locations
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Existing Thalweg Proposed Design
Reach Stationing Stationing
Begin End Begin End
Description
Peachtree Creek 100+00 144+00 100+00 138+00 , Confluence w/ Slow Creek to end
Stiles Branch 200+00 200+20 200+00 200+20 ,From pond to Peachtree
I
i
P: X1078-PCHT�Design 52017-06-06 PCHT Channel Desieln (ver2016-01).xl5m 6/:V-101 I

2.0 Discharge Calculations
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Design Status
Complete
5/17/18
RTS
Estimated Discharges
Reach
Drainage
Area
(min)
Bankfull
(cfs)
I 2 -yr
(cfs)
5 -yr
(cfs)
10 -yr
(cfs)
j 50 -yr
i (cfs)
100 -yr
(cfs)
I
i
0.635
Peachtree Creek
Stiles Branch
16.80
0.3
511
21
978
58
1634
107
2162
151
3611
280
4345
351
I
'
I
I
I
2.1 Discharge Calculation Input
Discharge Method Used: I USGS Regional Regression
Hydro -Physio Province: INC Mountains
NCDOT Rural Eauations
Hydrologic Contour:
7.00
Watershed Length:
N/A
Watershed
N/A
_Width:
Percent Forest:
N/A
Regional Regression Equations
Event
2 -yr
5 -yr
30 -yr
25 -yr
50 -yr
100 -yr
200 -yr
500 -yr
Coef
Exp
135
0.702
_
242
0.677_
334
0.662
_
476
0.645
602
0.635
745_
908
—9.625-
_0.625__908 0.616
1160
0.605
Bankfull Regional Equation
Event CoefExp
Bankfull 55.425 0.7874

Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
i
100
3.0 Hydraulic Geometry
Bankfull Width
Design Status
Draft
5/17/18
RTS
•
On -Site
•
East Fork
a
South Muddy Creek
•
Junes
■
Cochran
■
Tessentee
+
Lake Emory, Poplar Cove
+
Swannanoa
+
Dotson
—
Power (Regional Curve)
---
Power (Watershed)
—
Power (Design Line 1)
—
Power (Design Line 2)
f
�i
it------
3.0 Hydraulic Geometry
Bankfull Width
Design Status
Draft
5/17/18
RTS
•
On -Site
•
East Fork
a
South Muddy Creek
•
Junes
■
Cochran
■
Tessentee
+
Lake Emory, Poplar Cove
+
Swannanoa
+
Dotson
—
Power (Regional Curve)
---
Power (Watershed)
—
Power (Design Line 1)
—
Power (Design Line 2)
1 -- , i � i, i ii 1 1 1 i -LLL
0.0 0.1 1.0 10.0 100.0
Drainage Area
Design Equations Regional Re ression E uations
Coef Ex2 Coef III E
Design Line 1 : 12.7 Regional Curve: 17.47 (NC Mountains)
Design Line 2 : Watershed Curve: 13.0 0.3
Cross Sectional Area
1000.0
100.0
m
a
0
v 10.0
a
N
0
U
1.0
0.1
•
On -Site
•
East Fork
South Muddy Creek
♦
Junes
■
Cochran
■
Tessentee
+
Lake Emory, Poplar Cove
+
Swannanoa
+
Dotson
—
Power (Regional Curve)
---
Power (Watershed Curve)
—
Power (Design Line 1)
—
Power (Design Line 2)
it
0.0 0.1 1.0 10.0 100.0
Drainage Area
Desl E uations
Coef E
Design Line 1 : 0
Design Line 2:
Re 'onal Re ression E uations
Coef I Ex
Regional Curve: (NC Mountains)
Watershed Curve: 11.0 O.fO

Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
100
3.1 Hydraulic Geometry
Bed Width Design
Desi n Status
Draft
5/17/18
RTS
0.0 0.1 1.0 10.0 100.0
Drainage Area
10.0
0.1
0.0
Design Equations
Coef Ex
Design Line 1 : 6.9 0.4
Design Line 2 :
Regional Regression Equations
Coef EXP
Regional Curve : 12.0 0.45 (NC Mountains)
Watershed Curve : 7.3 0.49
Max Depth
On -Site
•
East Fork
- _
•
Junes
Cochran
■
Tessentee
+
Lake Emory, Poplar Cove
+
Swannanoa
+
Dotson
i !
—
_
---
Power (Watershed Curve)
Power (Design Line)
♦
/
;
i
I • East Fork
--
T..-1
-- - -t
} ■ ��+'
---
j�-
!
South Muddy Creek
! i
i
�:�
!
i
�4I
• Junes
`
Cochran
3 10
I
-I
E
■ Tessentee
a
---
—
.
---
-+
m
-
-
--
-- -
-
-
+ Lake Emory, Poplar Cove
+ Swannanoa
Dotson
--
�-
-._J__j
_._. _
_ _
4_ ----- --
1
I�
-- ---
-- -
!
I
— Power (Regional Curve)
j
!
i
Power (Watershed Curve)
LUML
Power (Design Line 1)
-- Power (Design Line 2)
0.0 0.1 1.0 10.0 100.0
Drainage Area
10.0
0.1
0.0
Design Equations
Coef Ex
Design Line 1 : 6.9 0.4
Design Line 2 :
Regional Regression Equations
Coef EXP
Regional Curve : 12.0 0.45 (NC Mountains)
Watershed Curve : 7.3 0.49
Max Depth
•
On -Site
•
East Fork
South Muddy Creek
•
Junes
Cochran
■
Tessentee
+
Lake Emory, Poplar Cove
+
Swannanoa
+
Dotson
Watershed Curve
—
_
---
Power (Watershed Curve)
Power (Design Line)
;
I
! i
i
i �
1
I�
I
!
I
j
!
i
•
On -Site
•
East Fork
South Muddy Creek
•
Junes
Cochran
■
Tessentee
+
Lake Emory, Poplar Cove
+
Swannanoa
+
Dotson
Watershed Curve
—
Power (Regional Curve)
---
Power (Watershed Curve)
Power (Design Line)
0.1 1.0 10.0 100.0
Drainage Area
Design Equations Regional Regression Equations
Coef ExQ I Coef Ex
Design Line 1.2 0. Regional Curve : 1.5 0.27 (NC Mountains)
Watershed Curve : 1.3 0.27

4.0 Sediment Regime
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Design Status
1: Draft
5/17/18
RTS
Bed Material Nature
Depth of Bed Probe (ft) 0.0-0.2 I
Matrix Bonding Loose t
Parent Material Exposure Yes
Well Graded Yes
Depositional Patterns
Point Bars
Mid -channel Bars_
Side -channel Bars
Diagonal Bars
Bar Length/WBEC
Dune Presentation of Bars
Channel Branching
Tributary Deltas
Dune Length/Height (ft)
Ripple Length/Height (ft)
Sediment Measurements
Minimal
--
- y—
—
—�--- --
Minimal
.-1---
I ----�_—
48
-
------- ------
Minimal
--None ---------
- ------
-- ---
----- — -- --
65
1-1.5
None
65
None
Minimal
7AN/a
Pebble Count %Sand _ 0%_
(Riffle) Dso 66
D, 101 �—
Dys 101-�---
Pebble Count %&
(Reach)
Bar Sample % Sand
Ds(
D,
D95
DMM
--0% — -
--25
--
- y—
—
—�--- --
-
-
48
65
65
Sediment Regime
Sediment Load Moderate
Sediment Mobilityl Moderate
P:�1078-PCHT�Dc>ign`1017 06 06 PCh, `Chn: :<i Des c;n (ver)J!u 0") xism 6j(/20_7 /

Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
30.0
25.0
20.0
15.0
5.0 Design Section 1
Design Status
Draft
5/17/18
RTS
10.0
5.0
0.0
20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 80.0
Regional Curve Reference/Watershed Quick Section Detailed Section -Design Section
Hydr. F
W/d Ratic
Section Comoarisons
Regional
Curve
Design Section
Quick
Section
Coef
Design
Section
Exp WBKI
6.90
WEED
0.49
dMnx
1.15
0.27 WBE[
Bank Slope
2.5
(H:1)
Thalweg Ratio
0.3
WTH
0.7
Toe Depth Ratio
3.2
77%
Bench Width Ratio
0.7
dM,,,
Bench Slope
20
(H:1)
Drainage Area
16.80
(sq. mi.) droi
1.72--
67%
Point of Comparison
ABK1
78.3
87%
0%
#VALUE!
dMEAD
F
Hydr. F
W/d Ratic
Section Comoarisons
Regional
Curve
Ref/
Wtrshed
Quick
Section
Detailed
Section
Design
Section
49.2
73%
38.0
95%
0.0
#DIV/01
0.0
#DIV/0!
36.1
42.7
64%
31.6
87%
0.0
#DIV/0!
27.5
-
12.8
64%
9.5
87%
0.0
#DIV/0!
8.2
3.2
77%
2.6
96%
0.0
#DIV/0!
0.0
#DIV/01
2.46
2.6
2.1
84%
0.0
#DIV/01
1.72--
67%
120.0
78.3
87%
0.0
#DIV/01
#VALUE!
68.1
57%
2.44
2.06
91%
#DIV/01
#DIV/0!
#VALUE!
1.88
77%
51.0
72%
39.2
94%
0.0
_ 4..-__
#DIV/0! #VALUE!
1 36.8
I
2.35
79%
2.00
93%
#DIV/0!
#DIV/01
#VALUE!
1.85
20.2
95%
18.4
104%
#DIV/0!
#DIV/0!
#VALUE!
19.2
616120,17

6.0 Typical Section Dimensions
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Drainage
Reach Area Design WBKF
(mSection
Peachtree Creek 16.8 1 36.1
Stiles Branch 0.3 1 6.7
Design Status
EDraft
5/17/18
RTS
Bank
WEED WTHAL WRENCH dMAX dTOE Slope
(H:1)
27.5 8.2 25 2.46 1.72 2.5
3.8 1.1 5 0.83 0.58 2.5
Reach Width
Ratio
Pool Dimensions
WIN WouT dpopJdMAX
Ratio daooL
Peachtree Creek 1.1
Stiles Branch 1.1
21.7 18.1 1.5 3.70
4.0 3.4 1.5 1.25
P: 1078-PCl-lT1DesignX2017-06-06PCHi Channel Design (ver2016-01).x1sm 6/6/2017

6.1 Hydraulic Dimensions
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Design Status
Draft
43237
RTS
Stream
Reach Type
QBKF Pwer RHro
dnnenN W/D Ratio
Entrench
Ratio
Peachtree Creek C
Stiles Branch C
68.1 36.8 1.85
3.7 7.0 0.53
1.88 19.2
0.55 ! 12.3
i
I
0.0
0.0
i
1
I
i
6.2 Morphologic Dimensions
Reach Pool Spacing/WAVE
min target max
Pool Spacing
min target max
Belt Width
min target max
Peachtree Creek 5.0 6.0 7.0
Stiles Branch 5.0 6.0 7.0
159.0 190.8 222.6
26.4 31.7 37.0
63.6 127.2 159.0
10.6 21.1 26.4
I
i
P:,1078-PCHTj0esign�2017-06-06 PCHT Channel Design (ver2016-01).x1srn 6/6/2017

6.3 Morphologic Dimensions
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Rc/Wnve Radius of Curvature
Reach
min max min max
Peachtree Creek 1.5 2.5 48 80
Stiles Branch 1.5 2.5 8 13
Design Status
Percent
Reach Tangent
Percent
Curve
Minimum
Tangent Curve
Feature Length
Target Maximum
Tangent Curve Tangent I Curve
Peachtree Creek 50%
Stiles Branch 50%
50%
50%
79.5 79.5
13.2 13.2
95 95 111 111
16 16 18 18
I
t
P: X1078- PCH TjDes ign�2017-06-06 PCHT Channe/ Desic3n ('ver2016 01).xAm 6'6/2017

6.4 Structure Dimensions
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Arm Throat
Reach Length Width
(L) (W)
Buried
Length
(X)
Total
Log
Length
Peachtree Creek 44.0 12.0
Stiles Branch 6.0 2.0
8
3
60
12
Design Status
Boulder Size
Length Width Depth
6/6/2017

7.0 Competence Calculations
Project: Peachtree Creek
Project No.: 1078-PCHT
Client: Resource Institute
Contract No.: XXXXX
County/State: Cherokee Co., NC
Design Status
Draft
S/17/18
RTS
P:• 1078-PCHT` Design `201 7-06-06 PCHT Channel Design (vet2016-01).xlsm 6/6/201;
Largest Particle Calculations
Representative Particle Calculations
Hydraulic
Reach
Reach Radius (ft)
T+ Y DMax S
Y,
T* YS Dso S
Design Slope Range
(mm) (ft/ft)
(mm) (ft/ft)
Peachtree Creek 1.85
0.040 1.65 65 0.0076
0.040 1.6S 25 0.0029
Stiles Branch 0.53
0.040 1.65 65 0.0267
0.040 1.65 25 0.0103
P:• 1078-PCHT` Design `201 7-06-06 PCHT Channel Design (vet2016-01).xlsm 6/6/201;
I
Percent Calculated
Reach
Calculation Method
Sediment
Slope
Design Slope Range
Load
(ft/ft)
Min Max
Peachtree Creek Representative Particle
High li
100% 120%
0.0029 to 0.0035
Stiles Branch Largest Particle
Low i
80% 100%
0.0214 to 0.0267
i
P:• 1078-PCHT` Design `201 7-06-06 PCHT Channel Design (vet2016-01).xlsm 6/6/201;

U.S. Depa�trgenl of Rgdculture NRCS•CPA42
Natural Resources ConServatlon Service 412013 A. Client Name: Ricky Joe Stiles
ENVIRONMENTAL EVALUATION WORKSHEET B. Conservation Plan ID # (as applicable):
Program Authors (optional). EQIP
1D0
. Client's Objective(s) (purpose): C. Identification # (farm, tract, field #, etc, as required):
reduce erosion from eroding streambanks and Improve the natural Farm: 13 Tract: 1417
resource base.
E. Need for Action: H. Altornatiyes
Stream Restoration No Action ,if RMS Alternative 1, if RM$ Altertrative 2 rf RM$
Install practices Under the WNC EQIP
Stream Initiative.
Resource -Concerns -
In Seotloln':F"below, analyze, record, and addres t cancemS tifentifled through the Resources Inventpry process:.
(See �07G Section III - Resource;.Pian`ning Crltofia for guidance).
conditions, for each
(Doaumant both short,and
nvr.
""
(bocume»t both shorf and
NOT:
meet
(Document both hort
s
M�dT,
meet
identified concern);
long term Im acts
p %
pc
long term impacts) -
rc
and
long`tomt fmpacls)
SOIL.: EROSION
_
ueembanl{-
Channel vall continue to degrade
Erosion will be controlled by
and banks continue to erode in the
❑
streambank and shoreline
❑
❑
current unstable condition
protection 580, cliannel bed
NOT
stabilization 684, and tree and
NOT
NOT
meet
shrub establishment 612
meet
meet
PC
PC
PC
No resource concem idemMed
_
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
SOIL: SOIL QUALITY DEGRADATION
No resource concem identified
❑
El
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
No resource concem identified
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
WATER: EXCESS/ INSUFFICIENT WATER
Imeet
NOT
NOT
meet
meet
PC
PC
PG
WATER: WATERQUALITYDEGRADATION
Excessive sed'unent in SWace waters
sediment vAll continue into str6a—m
❑
sediment will be controlled with
❑
applied measures M. 484 612.
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
No resource concern identified
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
NRCS-CPA-52, April 2013

F. Resource Concerns
L (continued)
and Existing! Benchmark
r No Action
Alternative 9
Alternative 2
Conditions
Amount, Status,
J it
Amount, Status,
u
Aount Statuses
m4
(Analyze and record the
Description
does
tion
Description
P
do°s
+
Descripfton _
does
existingibenchmark
rroT
NOT
' .":
Nor
Gondihong for Bach
(Docurneni both short acrd
meet
(Document both and
!"B0Y
(Document bosh short and
meet
identtf'tedConQefn)
.... _
ton ,temr im acts
9 p )
Pc
{Short
long temr irtr"acts)
Svc ;
long, ter[tt Impacts)
PC
AIR: AIR .QUALITY IMPACTS
No resource concern identified
❑
F1
F1
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
No resource concern identified
PC
❑
C]
NOT
NOT
NOT
meet
meet
meet
PC
I PC
PC
PLANTS: DEGRADED PLANT CONDITION
El
Inadequate st ucieda arxr compo„von
deminished vegetation will
decrease overall bank and stream
r—t
u
vegetation will be planted to
improve over all stream and bank
_
health
NOT
health 342, 612.
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
❑
a
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
ANIMALS: INADEQUATE HABITAT FOR FISH AND WILDUF[
Habitat degradation
lack of repadan cover and eroding
streambanks have a negative
impact on aquatic and upland
r -t
LJ
NOT
Habitat will be improved by
streambank and shoreline
protection 580, channel bed
r t
U
NOT
r�
L
NOT
vAidlife.
meet
stabilization 584, and tree and
meet
meet
PC
shrub establishment 812
PC
PC
ANIMALS: LIVESTOCK PRODUCTIQN.VMITATION
No resource ooncern identified
❑
��
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
No resotroe concafn identified
n
❑
❑
NOT
NOT
Np1
meet
meet
meet
PC
PC
PG
ENERGY: INEFFICIENT ENERGY USE
o r°:.oww cctxern wentifiodEl
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PG
:toresotxwcrxtcernedenlJed -
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
HUMAN.:: ECONOMIC AND SOCIAL CONSIDERATIQNS
Profitabil'
MRCS -CPA -52, April 2013

S eciat Environmental Concerns: Environmental Laws Executive Orders, policies, etc.
In Section "G" compteteand attach Environmental Procedures Guide Sheets for` documentation as applicable. Items with a "•" may
require -a federal permit or consu{tationicoordinatiq" between the9ead agency and another govermnenE agency. In these cases,
effects may need to be determined I.Rcon"sultation with angther'agency. ;Planning and practice Unplementatlon may proceed for
practices not Involved in consultatlon."
G. Special Environmental
J. lmpacts to Specie EnvironmentalConcerns
Concerns
(Document existing/
benchmark conditions)
.CleanAlrAct
No Action
Alternative
Altemat/ve 2:
Document all impacls
(Attach Guide Sheets as
applicable)
No Effect
---
it
"
firthef
action
Document all impacts
(Attach;Guide Sheets as
. applicable)
No Effect
> ff
needs'
action.
Document all impacts
(Attach Gtiitle Sheets as
applicable)
if
Heads
wher
action
Guide Sheet FSf FS -2
❑
_
❑
— -
C1
*Clean Water Act/ Waters of the
No Effect
No Effect
U.S.
Guide Sheet Fact Sheet
❑
❑
❑
*Coastal Zone Management
No Effect
No Effect
Guide Sheet Fact Sheet
❑
❑
❑
Coral Reefs
No Effect
No Effect
Guide Sheet Fact Sheet
❑
❑
❑
*Cultural Resources / Historic
Properties
Guide Sheet Fact Sheet
Is
May Effect
❑
May Effect
Practices are listed undertaking.
Cultural resource form WM be
❑
completed.
Endangered and Threatened
Species
Guide Sheet Fact Sheet
No Effect
❑
No Effect
--
❑
Environmental Justice
No Effect _ _
No Effect
Guide Sheet Fact Sheet
❑
❑
.Essential Fish Habitat
No Effect
No Effect
Guide Sheet Fact Sheet
_
❑
❑
❑
Floodplain Management
No Effect
No Effect
Guide Sheet Fact Sheet
_
❑
❑
❑
Invasive Species
Guide Sheet Fact Sheet
No Effect _..,
❑
No Effect
❑
El
Birds/Bald and
No Effect
No Effect
Golden Eagle Protection Act
Guide Sheet Fact Sheet
❑
O
❑
Natural Areas
No Effect_ _
No_Effect
Guide Sheet Fact Sheet
❑
❑
Prime and Unique Farmlands
No Effect
No Effect
Guide Sheet Fact Sheet
❑
❑
❑
Riparian Area
May Effect__May
May Effect
Guide Sheet Fact Sheet riparian
area couidcontinue to
degrade
❑ riparian
habitat should improve
❑
❑
Genic Beauty
No Effect
No Effect
Guide Sheet Fact Sheet
❑
NRCS-CPA-52, April 2013

Wetlands
No Effect
Guide Sheet Fact Sheet
—- --- ----- --
*Wild and Scenic Rivers
No Effect
No Effect
Guide Sheet Fact Sheet
- ---
-- --- ---
r
K. Other Agencles and
Broad Public Concerns
No Action
Alternative 7,�
- ' Alternative 2
Easements, Permissions, Public)
Na
nta
Review, or Peimits Required and
gentles Coistlted.
Cumulative Effects Narrative
Na
Na
r�DMbe the cumulative impacts
ered, including past,
present and known future actions
regardless of who performed the;
actions)
L. Mitigation
nla
n/a
(Record actions to avoid,
minimize, and compensate)
M Preferred
v pre err
11
❑
Alternative
alternative
-J'
❑
Soli and plant resources will be protected
Supporting
while producing an increased value
reason
agricultural product.
N. Context (Record context of alternatives-analysis)
The significance of an action must be analyzed in several contexts such as society as a whole (humap; nahonal);=the affected"region, he
affected interests, and the locality.
O. Determination of Significance or Extraordinary Circumstances
Intensity: Refers to the seventy of impact Impacts may be both beneficial and adverse A significant effect may exist even if the Federal
agency believes that on bnlariea the effect will be beneQi l Significance cannot be av@� by terming an action temporary of by breaking it
down into small component p
If you answer ANY of tits be ow quos 04"' "yes" t1Ypn contact the State �nvjronmental Liaison there may be extraordinary -
, .
circumstances and sigrtl" 'c' a issues to'Consider and a slte Specific NEPA analysis may be i^�gtdred
Yes No 4
❑ ❑ • Is the preferred alternative expected to cause significant effects on public health or safety?
❑ �� • Is the preferred alternative expected to significantly affect unique characteristics of the geographic area such as
proximity to historic or cultural resources, park lands, prime farmlands, wetlands, wild and scenic rivers, or ecologically
critical areas?
❑ PJ • Are the effects of the preferred alternative on the quality of the human environment likely to be highly controversial?
Does the preferred alternative have highly uncertain effects or involve unique or unknown risks on the human
environment?
�_� CJ • Does the preferred alternative establish a precedent for future actions with significant impacts or represent a decision it)
principle about a future consideration?
❑ ❑ • Is the preferred alternative known or reasonably expected to have potentially significant environment impacts to the
quality of the human environment either individually or cumulatively over time?
�� ❑ • Will the preferred alternative likely have a significant adverse effect on ANY of the special environmental concerns? Use
the Evaluation Procedure Guide Sheets to assist In this determination. This includes, but is not limited to, concerns such
as cultural or historical resources, endangered and threatened species, environmental justice, wetlands, floodplains,
coastal zones, coral reefs, essential fish habitat, wild and scenic rivers, clean air, riparian areas, natural areas, and
Invasive species.
e Will the preferred alternative threaten a violation of Federal, State, or local law or requireme3nts for the protection of the
environment?
P, o'the best of my knowledge, the datashown orhthts'form Is accurate'and complete:
In the case where a non-NRCS person (e g: a TSP} assists with planning they are to stgn the firstsignature block and then NRCS is to
sign
the second block to verify the information's accuracy: _?
A
li f
S191 err TP Vif applt¢ai 1e) 7ftle Date
,...,.
StgP NRCS) Tifte" Date
If preferred alternative is nota federal action where NRCS has control or responsibility and this NRCS-CFA-52 is shared with
someone other than the client then Indicate to whoa this Is being provided.-
NRCS-CPA-52, April 2013

The following sections are to be coin leted b the ;Res onsible Federal Official RFO
R .. vA1 A? F :� hw'Sr11An`rc'tuhldrtr:3n� f3. tM1llfAl��nii;Menn�iai6ililG'Ye�iv 'tflnhnne: moor =' 'in eHti�eiecict.�a:....:.:� ..wa..v.r.:.�:a�ur,�i:;
❑
1) is not a fetieraf. actiottyrFiere the agency has control or responsibility.
Document In "R.1" below.
No adgitional analysis is required `
2) is a federal action ALI_ of Which is categorically excluded from further
(]
environmental analysis AND there.are no extraordinary circumstances as Identified
i
In Section "a'
Document rn "f� 2.below -
No adelonal analysis s -required
_-
3) Is a federal action that has been sufficiently analyzed in an existing Agency state,
Document in nR 1 b@low:
❑
regional, or national NEPA document and there are no pM _jgte._.. cant adverse
'
No adtlitional analysis fs. raquire�,
environmental effects or extraordinary circumstances.
.
4) Is a federal action that has been sufficiently analyzed in ano, they Federal agency`s
NEPA document (EA or EIS) that addresses the proposed MRCS action and its' effects
_
Contact the State Environmental
El
and has been formally adopted by NRCS. NRCS is required_ to prepare and publish
Liaison for list of_NEPA documents
Its own Finding of No. Significant Im act for -
p an EA or Record of Decision. for an EIS
formally adopted and a-allab(e for: '.
when adopting another agency`s EA'or EIS document ` (Nota `This box Is not
tiering. Document ift rR`1" beloyf
applicable to FSA)
` No adUitionat ariaiysis iseouired
5) . Is a federal action that his NOT been eufflcletttiy analyzed or may Involve predicted . Contact the S{ate �nvironntental
❑ significant adverse environmental efecis of e_ztraordinary circumstances and may (iaison -: Further NEPA analysis
require anfA `or El$ regtaired.
mung water conservation activities on existing agricultural lands, such as minor Irrigation land leveling,
(pipelines), irrigation water control structures, and various management practices.
NRCS-CPA-52, April 2013

USDA REQUEST FOR CULTURAL RESOURCE REVIEW NC -ECS -01
(This document is Freedom of Information Exempt) 03/2017
This Request for Cultural Resource Review form MUST be uploaded to the NC SharePoint
Site to be processed by the Cultural Resource Specialist.
Link - North Carolina Cultural Rilsource Review Tracker
1. Name of Employee Making Official Request: Michael Wiggins
2. Email of Employee Making Official Request: [e-mail]
3. Today's Date: 16/7/2017 14.County: CHEROKEE —15. Farm Bill Program: I EQIP
6. Name of Operator/ Landowner: I Ricky Joe Stiles
7. Contact for Operator / Landowner (Phone number or E -Mail): 1828 361 1183
8. FSA Tract Number(s): 1417 9. Expected Installation Date: July 2017
10. List Undertaking(s) by Name:
Streambank and shoreline protection
11. Size of APE (Area of Potential Effect) oniX„(estimate total area to be disturbed in acres: 10.4
12. Percentage of Ground Surface (soil) Visible: 10
13. Type of Ground Cover (if present): I Fescue -hay
14. Comments or Noteworthy Characteristics (i.e. soil drainag
none
15. Briefly describe if any cultural resources (prehistoric or historic) are known to exist in the immediate
vicinity of the practice area:
none
16. Landowner/ Local recollections of CR in APE:
I none
17. Name of USGS Quad(s) Containing APE:
Peachtree
REQUIREMENT -Aerial photography MUST be uploaded to the Norti7 . 10110a Cuit,Ul al ReSOUfce
SharePoint Site along with this form:*Aerial photography of the practice area (8.5 x
11) must be taken from a USGS topo quad map series (or a map of very similar likeness) and
clearly note the APE! Use a scale as close to 1:24,000 as possible. Please keep in mind that the
reviewer must be able to easily locate your APE on a regular USGS topo quad map.
USDA is an equal opportunity provider, employer and lender.

_USDA REQUEST FOR CULTURAL RESOURCE REVIEW NC -ECS -01
(This document is Freedom of information Exempt) 0312017
(BELOW TO BE COMPLETED BY SHPO AND/OR CRS)
1. Number of Archaeological sites previously recorded within the APE of this practice:
2. Comments:
Proceed with Conservation Planning activities. CR Survey should be documented on the
Inventory of Planning Area form and NC -CPA -52, or optional CR Survey Documentation form
(see eFOTG, Sec. ll). If at any time, evidence of cultural resources is found in the APE then
all NRCS assisted activities should be halted!
DAdditional follow-up is needed for the Cultural Resources Review. Contact Cultural Resources
Specialist.
SPC: Date Visited
Sites: S-ACRs: �—
Comments:
Prr�' GL Y, kvi
/t', r
Signature of SHPO/ CRS:
1�2 �/// 2
Upon Completion, this Request for Cultural Resource Review form MUST be uploaded by
the SHPO/CRS to the NC SharePoint Site to the specific CR Request Entry Item.
Link-
USDA is an equal opportunity provider, employer and lender.

Mar_uj.zulb Ub:18 PM smithmont zarms 706 467 9006 PAGE. 2/ 3
Mutual Agreement
for
Stream Restoration Project
Resource Institute (RT) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI Can assist with projects in a variety of ways, including, but not
limited to, fund-raising, administering project funds, and contracting for services needed to
complete a project. RT has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help fanners and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatiP, habitat. The farmer/tandowner has either initiated an application
for assistance through USIaA/NRCS's EQ1P program or has already signed an
agreement/contract for assistawe with USDA/NRCS's EQIP program. RI's role is to help attain
the funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreementsicontracts through USDA/NRCS.
Rl will assist the farmer/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. Rl is working with NRCS, Conservation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer/landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
RY and its agents.
2. Farmer/landowner will follow the contractual guidance in the EQIP program with USDA,
NRCS.
3. farmer/landowner will allow NRCS to provide Rl with a copy of the associated NRCS
EQIP, application, contract and/or contract modifications, and appendix for the purpose
of allowing R.I to share witRI's other funders in an effort to help obtain matching
dollars. (Initial/date) ;� ••, ._a urlS
4. Rf will serve as the ffnanc l manager for all funds related to the stream
restoration/stabilization activities received for the project.
5. RT will provide project management services such as, obtaining the technical resources,
bidding acid contracting of project elements, and project construction oversight.
6. RT will work with fumoers/landowners to resolve differences between construction costs
and payment schedule rates,

Mar.03.201b 06:19 PM smithmont farms 706 467 9006 PAGE. 3/ 3
Signature Sheet:
Strum Restoration Project Agreement Letter
County Stream Leagth
RkJ- (Z2!1 S 0(A -R L LA4Ao,,>�ten.
Farmer/landowner Print Name and Title
Farmer/landowner Signature and Title
Date
W4Re, A„-bjea 6)
Email Address
Phone Number
Resource Institute Incorporated
Chairman, Resdurce Institute RC&D, Inc.
Date
2
t
11! f C_,.c ( rte.
Stream Name

Mutual Agreement
for
Stream Restoration Project
Resource Jwtitute (RI) is a non-profit organization that assists organizations and
individuals in carrying out projects to protect natural and human resources while promoting
economic development. RI can assist with projects in a variety of ways, including, but not
limited to, fiord raising, adrrninistering project. funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help farmers and landowners address eroding stream banks that are
.negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farnier/lairdowner has either initiated an application
for assistance through USDA/NRCS's FQf?. picogram or has already signed an
agreement/contaact for assistance with USDA/N)k&s EQIP program. RI's role as to help attain
the funding, for the design, construction oversight and unmet construction zteeds of the work for
sites with current EQIP program agreements/contracts through USDA/NRCS.
RI will assist the fammer/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the; site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. RI is working with MRCS, Coraervation
Districts and the farmer/landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer/landowner will allow ingress and. egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, constmiction, monitoring, etc. for
RI and its agents.
2. Farmer/landowner will, follow the contractual guidance in the FQIP program with USDA,
NRCS.
3. Farmer/landowner will allow MRCS to provide RI with a copy of the associated MRCS
EQIP, application, contract and/or contract modifications, and appendix for the purpose
of allowing RI to shave with RI's other funders in an effort to help obtain matching
dollars. (Initial/date)_L_
4. IU will serve as the financial manager for. all funds related to the stream
restoration/stabilization activities received for the project.
5. RI will provide project management services such as, obtaining the technical resources,
bidding and contracting of project elements, and project construction oversight.
6. RI will work with farmers/Iandowners to resolve differences between construction costs
and payment schedule rates.
ls:
F

Signature Sheet:
Stream Restoration Project Agreement Letter
.0,4f -t -,
County Stream Length -Stream Name
Iarmer/land ,;and Print Name and Title _
Farmerllani wnei Signature and Title
Date
�a c' -1--h 5 � � •L
�
Email Address .1 VY,
'��- .36!-1(g
Phone Number
xteso;frce InstitlikIncornorated
Chairman/G, Resource Institute RC&D, Inc.
— 1 a
Date
2
i
Formatted: left: 1", Right: P',
Section start. Continuous, Footer
distance from edge: 3.33", Different
first page

USDA NC- NRCS COL Worksheet
Jan 2014
AGREEMENT TO ALLOW INSTALLATION OF CONSERVATION PRACTICES
Land under contract shall have a leaselrent agreement for the length of the contract. Landowners will provide their
permission for the participant to install structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
proceed with a NRCS contract containing the listed StructuraWegetative conservation practice(s), i understand that
Structural/Vegetative conservation practice(s) must be maintained for the lifespan of the practice above. (Block 14 above)
(Signature In block 15 below
Cf31�Y_k
I certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
dates as Indicated above (Blocks 9 and 10). [Slonatura In block 16 halnw)
USDA Is an equal opportunity provider and employer.

USDA NC. NRCS COL Worksheet
Jan 2014
AGREEMENT TO ALLOW INSTALLATION OF CONSERVATION PRACTICES
Land under contract shall have a lease/rent agreement for the length of the contract. Landowners will provide their
permission for the participant to install structuraVvegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
LANDOWNER NAME: (Please. Print) (el«k,) TELEPHONE:#:HOME (B1oak2)'
Roger West [phone]
LANDOWNER -ADDRESS Please Print fJ` TELEPHONE ;# CELL {at«kp
PO BOX 160
MARBLE NC 28905-0160
LESSEE.OR`RENTER NAME (Please Pring atocks,LEPHONE-#HOME (BIxkE,
Joe Stiles
5410 US 19
MARBLE NC 28905-8611
6/1/2014 1 12/31/2020
land adjoining tract 1417 1 stream corridor adjacent to tract 1417
584 channel bed stabilization and supporting practices 120
I as landowner(s) of record to the Farm Property listed above do hereby concur that the referenced lessee or renter may
proceed with a NRCS contract containing the listed StructuraWegetative conservation practice(s). I understand that
Structural/Vegetative conservation practice(s) must be maintained for the lifespan of the practice above. (Block 14 above)
(Slanature in block 15 below)
I certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
dates as Indicated above Blocks 9 and 10). S/ nature In block 15 below
S NATURE OF LANDOWNER tei«k+m DATE
6/1/2014
`SIGNATURE OF.LESSEE OR RENTER (B)"k DATE iaw«yes T
6/1/2014
USDA Is an equal opportunity provider and employer.

AGENT AUTHORIZATION FORM
PROJECT: Peachtree (Ware) Restoration Project
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 551204503456000 DEED BOOK: 1505 PAGE NO: 666
STREET ADDRESS: E US HWY 64 Alt
Murphy NC, 28906
Please print:
Property Owner(s): Deer Watch, LLC
Applicant:_ Charles Anderson
Business Name: Resource Institute. Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher M. Engle. P.E. , of Wolf Creek Engineerings pllc
(Contractor / 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):
1603 Regents Park Ln. Greensboro, NC 27455
Applicant's Address: 2631 Reynolda Rd, Winston-Salem NC 27106
Telephone: (828) 35Q:0522
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: June 5. 2017
— 646
Authorized Signatur
Agent
Date: 6 hs / �-

AGENT AUTHORIZATION FORM
PROJECT: Peachtree Creek (Ware) Restoration Proiect
PROPERTY LEGAL DESCRIPTION:
PARCEL ID:_551204712189000 DEED BOOK: 790 PAGE NO: 177
STREET ADDRESS: 621 NC -141
„Murphy, NC 28906
Please print:
Property Owner(s): Ricky Joe and Wanda E. Stiles
Applicant: Charles Anderson
Business Name: Resource Institute, Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher M. Engle. P.E. , of _Wolf Creek Engineering, olio
(Contractor / 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):
5410 US -19 Marble, NC 28905
Applicant's Address: 2631 Reynolda Rd Winston-Salem NC 27106
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: June S. 2017
Authorized Signatur
ce
Agent
Date:

AGENT AUTHORIZATION FORM
PROJECT: Peachtree Creek (Ware) Restoration Project
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 551204727257000 DEED BOOK: 887 PAGE NO: 26
STREET ADDRESS: 211 Gavle -Lea Rd.
Murl2hy. NQ 28906
Please print:
Property Owner(s): Roger West
Applicant: Charles Anderson
Business Name: Resource Institute, Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher M. Engle, P.E. , of Wolf Creek Engineering, pllc
(Contractor / 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):
PO Box 160 Marble, IAC 28905
Applicant's Address: 2631 Bevnolda Rd. Winston-Salem NC 27106
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: lune S. 2017
Authorized Signat
Agent
Date: __ 0s), s), }

AGENT AUTHORIZATION FORM
PROJECT: Peachtree Creek (Ware) Restoratign Prpject
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: -551204612752000 DEED BOOK: 1429 PAGE NO: 1070
STREET ADDRESS: 1531 Lower PeachtrR .
Murghy, NC 28906
Please print:
Property Owner(s): Audrey it ini r
Applicant: Charles Anderson
Business Name: Resource Institute, Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Christopher M. Engle, P.E. of -Wolf Creek Engineering, plic
(Contractor / 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):
1300 Lanier Rd. White Plains,7
Applicant's Address: 2631 ELcynolda Rd. WinZton-Salem,NC 27106
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature
Applicant
Date: June S. 2017
�10) 9-1)41
Authorized Signatu
Agent
Date:

THIS INSTRUMENT WAS PREPARED BY:
Merinda S. Wuodv.
Coltim.131omoicy & Woody, PLLC
P.Q Drawer 749
Murphy, North Carolina 284(76 (AW) 837.94,,%
TITLE T077115 P9OPFATY tS NOT CERTIFIED UNLESS
A WRITTEN TITI E OPINION I$ RENDERED THEREON
BY MERiNDA S. WOODY, ATTORNP,Y•AT-LAW
DEED STAMPS 5416.00
STATE OF NORTH CAROLINA
COUNTY OF CHEROKEE
STATE OF E;21tTFl C1RLINA
COUNTY OF CIIERO!tr_E
Each of thy forgoing "rtlt;c3t or c^rtificites, namely of
a P:•*r; or P.'r,!;r,ics f .', P:: of t!±o f.,nm fv anA St. 3 d^.<_irnal
ed is cerfired to L• r� /r� a. a d i'!e r r^Ql;trat,'yyggff� �
Vie -�L chiy of � Ell 19_� � in brook ...lIU .
at page 7Y ._ at 1GCT O'Clork 4,9__... . _
RRLPII A. KERIART, RNtSTER OF DEEDS
BY�
�I'tiTY/ASST4riT
Rcxordirg: 'r;me, Back raid Page
GENERAL WARRANTY DEED
THIS DEED made this day of Mmcll_, 1997, by and between
GRANTOR
ROBERT HATCHETT, Exeeator
of the restate of John Dickey;
ROBERT HATCHETT and wife,
DEBORAH G. HATCHETT;
MARY HELEN HATCHWrr mod husband,
LUCIUS F. LOCHABY,11;
BAPTIST CHILDRFNIS HOMES OF NORTH
CAROLINA, It4C•. a North Carolina corporation
and, THE FIRST BAPTIST CHURCH OP
MURPHY, NORTH CAROLINA
BY AND THROUGH ITS TRUSTEES, CHARLIE
HUGHES, JOHN JORDAN end MAkGARFT
BRUCE
GRANTEE
RICKY JOE STILES and wife,
•WANDA E. STILES
and
ROGER WEST and wife,
JUDY G. WEST
'lice designation Grantor and Grantee as used herein shall include said parties, tlxir heirs, successors, and
assigns, and shaTI include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that dw Grantor, for a valuable consideratiar paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sett and convey unto dte Grantee in fee
simple, all that certain land situated in A3urolty Township, Cherokee County,
North Carolina and more particularly descriCed as follows:
All that certain tract or parcel of land contaWng 79.84 acres, more or less, by D.M.D.,
Murphy Township, Cherokee County, North Carolina, and being more or particularly described
according to a plat of survey entitled John F. Dickey Estate, Peachtree Property, dated October 14,
1996, Palmer's Surveying Inc., Felix E. Palmer, R.L.S., as recorded in Plat Cabinet _,Slide
Cherokee County Registry, and from said plat described as follows, with all of the
following bearings based on grid North, taken from N.C.G.S. Monument, "13teater' (N.A.U. 83)
Urid Coordinates: X-515221.79 and Y-515093.93:
BEGINNING on a point in the centedine of N.C. Highway 141 aad N.C.S.R 1519, said point
being the Southern most earner of Age herein described tract, said point lying S 45-46-00 E 44.40 feet
from an iron pin found and it metal fence stake set along the Northwest margin of the I00 -foot right•
of -way for N.C. Highway 141 and N.C.S.R, 1519, said point having Crid Coordinates: (N.A.D. 83)
X=516826.36 and Y=519931.23, and said Beginning point being a corner contmon to Kneed and
(See Continuation on Next Page)
C4EA0 E COUNIN. NORTH CARONA
PIN. —(2)-S/ — Q ?76)
nY: w

/ffl.. /'/'/
Kenneth Kilby (Book 259, Page 58 and Book 465, Page 60) and from said Beginning corner and
leaving the centerline of the said N.C. Highway 141 and N.C.S.R. 1519 and with a yellow painted
line common to the lands of Kilby (Book 259, Page 58 and Book 465, Page 60) and with the
Southwest margin of a 30 -foot easement (Blakemore, Deed Book 234, Page 146), N 4546-00 W
44.40 feet to an iron pin foutxf and a metal fence slake set along the Northwest margin of the 100 -
foot right-of-way for N.C. Highway 141 and N.C.S.R. 1519, said point having Grid Coordinates:
(N.A.D. 83) X=516826.36 and Y=519931.23; thence continuing with the line common to Kilby and
the said easement and continuing with the yellow painted line N 45-46-00 W 199.39 feet to an iron ....
pin fotind and a metal fence stake set; thence continuing will, the said 30 -foot easement and with the
yellow line N 33-00-00 W 88.15 feet 10 a wooden stake set and iron pin set; thence continuing with
the yellow painted line and a line common to lands now or formerly owned by Blakemore (Book
234, Page 146) the following ten (10) hearings and distances: N 27-25-00 E 33.74 feet to an iron pin
set and a wooden stake set; N 27-25-00 E 143.06 feel to an iron pin set and a wooden stake set;
N 27-15-00 W 258.78 feet to a wooden stake set and an iron pin set; N 27-15-00 W 4.56 feet to a
24 -inch oak; N 5343-00 W 166.96 feet to an iron pin set and a wooden stake set; N 55-43-00 W
5.58 feet to a 24 -inch oafs; N 73-21-00 W 207.75 feet to an iron pin set and a wooden stake set;
N 76-22-00 W 107.54 feet to a wooden stake set and aim iron rod found; N 00-55-00 W 109.03 feet
to a point in time approximate centerline of Peachtree Creek, trice continuing with the approximate
centerline of Peachtree Creek, S 89-55-00 W 98.75 feet to a point in the approximate centerline of
said Peachtree Creek; thence leaving the approximate centerline of said Peachtree Creek and
continuing with a yellow painted line N 31-10-W E 19.04 feet to a point along the North bank of the
said Peadmtree Creek; thence continuing with a yellow painted line and a f'ewz line and with the line
common to the lands now or formerly owimed by Carmolita S. Haney et.al. (Book 443, Page 123) time
following twelve (12) hearings and distances: N 39-28-00 W 72.14 feet to an iron pin set and a
wooden stake set; N 05-55-00 E 27.83 feet to ail iron pin set and a wooden stake set; N 31-27-00 F
103.64 feet to a wooden stake set and an iron pin set; S 69-06-00 E 51.03 feet to an iron pin set and
a wooden stake set; S 38-55-00 E 72.15 feet to an iron pin set and a wooden stake set; N 80-08.00
E 72.83 feet to a wooden stake set and an iron pin set; N 77-40-00 E 161.13 feet to a wooden stake
set and an iron pin set; S 82-19-00 E 50.22 feet to a wooden stake set and an iron pin set; S 87-15.00
E 50.81 feet to an iron pin set and a wooden stake set; .N 33-55-00 E 761.80 feet to a metal fence
stake set approximately six inches from an iron pin set; N 03-56-00 W 980.65 feet to a metal fence
stake set approximately six inches from an iron pin set and N 03-56-00 W 2.40 feet to a maple, said
point being the Northwestern most corner of the herein described tinct; thence continuing with a
fence line and with the yellow painted line and with the line common to lands now or fommerly
owned by McGuire (Book 259, Page 208 and Book 173, Page 293) and near the Southeastern shore
of Mill Race the following three (3) hearings and distances: N 73-37-00 F, 4.00 feet to a metal fence
slake set approximately six inches from an iron pin set, N 72-06-00 E 222.96 feet to an iron pin set
and N 83-20-00 E 181.06 feet to an iron pin set near the convergence of Peachtree Creek, Mill Race
and Slow Creek; thence S 60-14-00 E 41.29 feet to a 36 -inch oak crossing Peachtree Creek; thence
N 60.59-00 E 4.51 feet to an iron pin set along the Southeast bank of Pcactrtree Creek where it runs
out of Mill Race; thence continuing along the Southeast hank of Peachtree Creek, N 66-46-00 F,
51.08 feet to an iron pin set; thence with lime approximate southern batik of the Mill Race and
continuing with the approximate meande,s of said Southern bank and with a line common to lands
now or formerly owned by Stiles (Book 732, Page 5) the following eight (8) hearings and distances:
N 88-18-00 E 98.42 feet to an iron pin set; S 40-04-00 E 46.35 !beet to an iron On set; N 88-10-00
F 31.22 feet to an iron pin set; N 7048-00 F, 40.20 feet to an iron pin set; N 83-20-0013 66.40 ft et
to an iron pin set; S 724)4-00 E 157.t1<) feet to an iron pin set; N 44-40-00 F. 58.35 feet to an iron
pin set; and N 44-40-00 E 2.50 feet to a 24 -inch dead snag, said point being the Northeast comer of
the herein described tract and a corner common to Stiles (Book, 732, Page 5) and Winmpey (Book
280, Page 125); thence with a fence line and yellow painted Iirie and with time line common to lands
now or fonnerly owned by Wimpey (Book 280, Page 125) the following fifteen (15) bearings and
distances: S 48-07-00 E 45.80 feet to a point; S 46-54-00 E 100.82 feet to a point; S 53-10-00 F.
204.35 feel to a point; S 43-14-00 E 61.51 feet to a point; S 53-12-00 E 108.07 feet to a point;
S 51-47-00 E 85.56 feet to an iron pin set in a sourwood stump; S 17-27-00 E 63.54 feet to a point;
S 18-21-00 E 68.34 feet to a point; S 17-39-00 L 127.43 feet to a point; S 23-15-00 E 157.12 feet
to a point; S 35-03-00 E 99.28 Leet to an iron rod found; S 42-11-00 E 81.46 feet to a point;
S 53-33-00 h 64.22 feet to a point; S 48-47-00 E 178.63 feet t0 a metal fence slake set at a 32 -inch
stump, said point lying on the Northwest margin of the 100 -foot right-of-way for N.C. Highway 141
(See Contnuation on Next Page)

.k, ..
and N.C.S.R. 1519; and S 48-47-00 E 49.78 feel to a point in the centerline of N.C. Highway 141
and N.C.S.R. 1519, a 20 -foot paved mad; thence with the centerline of said N.C. Highway 141 auci
N.C.S.R- 1519, the following two (2) bearings and distances: S 48-37-00 W 1209.43 feet to a point
at die intersection of said N.C. Highway 141 and N.C.S.R. 1519 and N.C.S.R. 1542 (a.k.a. Drew
Taylor Road); and S 4840-00 W 363.71 feet to a point in the centerline of said N.C. Highway 141
and N.C.S.R. 1519; thence leaving the centerline of said N.C. Highway 141 and N.C.S.R 1519 and
with the line cammil. to lands now or formerly owned by Setzer (Block B, Lots 15, Book 250, Page
130) N 28-21-00 W 18.1 l feet to a metal fence stake set approximately six inches from an iron pin
r set along the Northwest margin of the pavement of N.C. Highway 141 and N.C.S.R. 1519; thence
continuing with the line of Setzer, a yellow painted line, N 28-21-00 W 74.19 feet to an iron pin set
crossing the Northwest margin of the 100 -foot right-of-way for N.C. Highway 141 and N.C.S.R.
1519; thence continuing with the line of Setzcr, a yellow painted line, the following three (3)
bearings and distances: N 12-11.00 W 88.06 feet to an iron pin set; S 56-47-00 W 74.65 feet to an
iron pin set and S 71-23-00 W 72.31 feet to an iron pin set; thence continuing with the yellow
painted line and the line common to Setzer and to land now or formerly owned by Barnett (Block
B, Lots 14, Book 244, Page 98) S 64-50-00 W 154.59 feet to an iron pin found; thence with the line
common to Barnett and continuing along a yellow painted line the following three (3) bearings and
distances: S 48-07-00 W 134.37 feet to an iron pin found along a fence line; S 38-41-00 E 195.91
feet to a metal fence stake set at an aluminurlt pipe found along the Northwest margin of the t 00 -foot
right-of-way for N.C. Highway 141 and N,C.S.R. 1519; acid S 38-41-00 L 51.42 feet to a point in
the centerline of said N.C. Highway 141 and N.C.S.R. 1519; thence continuing with the centerline
of said N.C. Highway 141 and N.C.S.R. 1519 the following seven (7) bearings and distances:
S 48-40-00 W 154.20 feet to a point; S 47-44-00 W 100.44 feet to a point; S 47-32-00 W 100.51 feet
to a point; S 404-00 W 99.76 feet to a paint; S 45-37-00 W 81.53 feet to a point; S 45-37-00 W
18.68 feet to a point and S 44-09-00 W 1132 feet to the point and place of BF.GINNiNU.
THIS CONVEYANCE, 1.9 SUBJECT TO the road right-of-%vay and easement for N.C.
Highway 141 and N.C.S.R. 1519.
THIS CONVEYANCE IS FURTHER SUBJECT TO all utility easements and road rights
of way and easements which are of public record in the Cherokee County Registry, North Carolina.
THIS CONVEYANCE IS FURTI11;R SUBJECT TO that certain 30 foot wide tight of way
being approximately 250 feet in length for all access road for ingress, egress and regress as recorded
in Deed Book 234, Page 146, Cherokee County Registry,
FOR SOURCE TITLE reference Deed Book 333, Page 79, Cherokee County Registry.
TO HAVE AND TO HOLD the aforesaid lots or parcels of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has
the right to convey the sante in fee siritple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claiTM of all
persons whomsoever except for file excepti(nts herein stated.
IN WITNFMSS WHEREOF, the Cn'antors have hereunto set their hands and seals, the day and year
first above written.
ROBERT HATCHETT, Executor of the
Estate of John
E. Dickey
(SEAL)
ROBERT IiATC11LTT
(SEAL)
DEBORAH (i. 1 Wrci ic,TT

770-/'17
4,'nce4a y—:l�r -
(SEAL) '�Lj
/ (SEAL)
LUCIUS F. LOCH , TI MARY If LEN IIATC14F,Tl',=6wyWqwmk-/j1*W
i
l `(SEAT,)
CHARI.IF HUG IES, T tee of First Baptist
Church of Murphy, Not Carolina
(SEAL)
JOI JORDAN, rustce of First Baptist
Church of Murphy, North Carolina
SIAL)
MARGARFr RUCE, Trustee of First Baptist
Church of Murphy, North Carolina
Baptist Children's Homes of N.C., Inc., a North
Carolina corporation
By.,�Ll�
ATTEST: MICHAEL C. BLACKWELL, President ,
By:
SAMUEL V. AREFOOT
Assistant Secretary
[Corporate Scall
td STATE O% NORTII CAROLINA
v*1 COUN']-Y OF CHEROKEE
T, . y a Notary Pubic of the County and State aforesaid,
certify that ROBEWl' HATCH>✓TF, Executor of the Estate of John E. Dickcy, and ROBFIZy
HATCHETT and wife, DEBORAH Co. HATCHE'l-l', personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
WITNESS my hand and official stamp or seal, t is __O -L day of. .`I 1997.
t,l
My Commission Fxpires:
V C1 Notary P hlic
STATE OF NORTH CAROLINA
COUNTY OF CHEROKEE
a Notary Public of the County and State aforesaid,
certify that MARY HATCHE'rr, faimphnPEEW personally appeared before me this day atid
acknowledged the execution of the foregoing instrument.
,,vt',,WITNESS my hand and official stamp or seal, t s _ day of
� 1997.
My Commission Expires:,
,, ,
-602,1— -? �Notary P blit
"_ _ .

-/90 / -/'/
STATE OF NORTH CAROLINA
COUNTY OF CHEROKEE
1, 11.0 i /y b , i4 rtes , a Notary Public of the County and State aforesaid,
certify that LUCIUS F. LOCHA$Y,11, the husband of MARY HELEN HATCIIETT, personally
appeared before me this day and acknowledged the execution of the foregoing instrument.
WITNESS my hand and official stamp or seq, this !ot day of 1)uou- L , 1997.
.-. Ft7Q„1
i s My Commission Expires:J,
CC�0./w
Notary ublic
r•-

sTA'1'E OF NORTH CAROLINA
COUNTY OF CHEROKEE
1, - f\-Q.UVA) b-, OtJ,Q S a Notary Public of the County and State aforesaid,
cerlify that CHARLIE HUGHES, JOHN JORDAN and MARGARET BR IJCE, Trustees of the First
Baptist Church of Murphy, North Carolina, personally appeared before me this day and
acknowledged the execution of the foregoing instrument.
r a;WITNESS my hand and official stamp or seal, his (, day of Q2 1997.
S _
My Commission Expires: o
9, Notary ublic
STATE OF NORTIJCAROLINA
COUNTY OF
1, A"-4--- , a Nolmy Public for said Crnmty and
State do hereby certilVOWSAMOEL V. BAREFOOT personalty appeared before me this day and
acknowledged that he is Assistant Secretary of Baptist Children's Hanes of N.C., [ne., a North
Carolina Corporation, and that by authority duly given and as an act of the Corporation, the
foregoing instrument was sided in its name by its President, sealed with its corporate seal and
attested by himself as its Assistant Secretary.
1997.
WITNESS my hand and Notarial Seal, this the day of !
'—'
My Commission Expires: /
Notary Pu is
The foregoing Certificates of ��� yr vJ fl r�� s v
are certified to be correct. ']'his instrument and
certificate are duly registered on this the day of _ , 1997, at o'clock,
. M., in Book _ at Page
Ralph Kephart
Register of Deeds liar Cherokee County
BY: ..
Deputy / Assistant - Register of Cherokee County

d17-.14
chis ksrtvweu wu prepared byof the law firm of MciC--, (Edwards, Davis
sed Hari. P.A. 71%to the laads andlor latereet N finds deserbod ieretrMIMs separate, •rrittes tlttitleoptatsa
tie e bglym to, or title ]=is= "I"d for, the Grantees herehs by said law Arm
Oute of XjarM 44=11i" CHEROKEE NTY. NORTI OUNA
goun#il (9f (94erakee �+N'
13Y -
nude the 9th day of December, 1999 by and between:
RICKY JOE STILES and wife, WANDA E. STILES
hereinafter called Grantors, and ROGER WEST and wife, JUDY G. WEST
n)C kms'
hereinafter called Grantees, (said designations shall include the respective parties, whotlter one or more, individual
or corporate, and their,respective successors in interest or assigns).
jhWJ0, 0e ; That the Grantors, for and in cor>siderradon,of the sum of Ten Dollars, and other good and valuable
b the Grantees, the receipt whereof is hereby acknowledged, have and by those presents do give,
comaideratioas to tlteen in hand paid Y
grant, bargain, sell, MOM end oon6rta unto the Grantees, their heirB and/or wooeesosa end ensigns, [subject to the forms, condirions,
eovanants, restrictions, exceptions and reservations bereinafoar stated, if any), the following partiariarly described real estate, located in
Cherokee County, NM* Carolina to -wit:
All our right; title and interest, being a one-half undivided interest, in and to the foilowing described tract or parcel
Lof land:
All that certain tract or parcel of land Containing 15.23 acres, snore or less, Murphy Township, Cherokee County,
North Carolina, and being more particularly described according to a plat of survey dated August 25, 1999, by Felix
E. Palmer, Jr., P.L.S., and from said plat described as follows:
BEGINNING on an iron pin act situate in a line common to lands owned now or formerly by Wimpey, said
BEGINNING tonnes being situate S 82-05 W 1,113.77 feet from N.C.G.S. Monument "Sesser" having N A.D. 83
grid coordinate X=519,477.52 and Y=522,112.80, and runs thence from saidBEGINNING 882-25 oo 8 feet, S 7er and th a
severance line of the lands of Stiles and West S 82-25 W 6.09 feet to an iron pin
set,W 159.35 feet, S 89-16 W 243.06 feet to an iron pin set, S 89-16 W 26.18 feet to a point in the centerline of an
existing access road, S $9-16 W 28.07 feet to an iron pin set, S 89-16 W 12422 feet to it point in the centerline of
existing aec ess road, d, S 89-16 W 51.21 feet to an iron pin set and S 89-16 W 24.27 feet to a point in the centerline
an.
Creek; thence running with the centerline of said creek and contina tlg with a severance line of the
of lands of Stiles and west N 13-24 W 41.30 feet, N 04-42H 56.02 fed, N 17-31 E 90.42 feet, N 01-06 W 60.20 fcet,
N 0431 W 74.74 feet, N 53-36 W 131.09 feet, N 36-25 W 74.17 feet, N 26-10 W 65.01 feet, N 4451 W 84.45 feet,'
N 56-11 E 56.86 feet, N 65-51 E 29.30 feet, N 25-39 E 26.24 feet, N 14-19 E 63.42 feef and N 0432 W 115.73 feet
to a point in said creek centerline; thence tutoring and leaving said creek and naming with a line common to lands
owned now or formerly by Stiles (Deed Book 732, Page 5), S 60-14 E 19.17 feet to a 36" Oak tree, N 60-59 E 4.51
fedi to an iron pin found, N 66-46 E 51 A8 feet to an iron pin, N 88-18 B 98.42 feet to an iron pin, S 40-04 E 46.35
feet to an iron pin, N 88-10 E 31.22 feet to an iron pin, N 70-48 B 40.20 feet to an iron pin, N 83-20 E 66.40 feet
Lto an iron pin, S 72-04 E 157.09 feet to an iron pin and N 44-40 E 58.35 feet to an iron pin, N 4440 E 2.50 feet to
a 24" dead snag; thence running with a line common to lands owned now or fomnerly by Wimpey S 4847 E 45.80
feet, S 46-54 E 100.82 feet, S 53-10 E 204.35 foot, S 43-14 E 61.51 feet, S 53-12 E 108.07 feet, S 51-47 E 85.56
feet to an iron pin in a Sourwood stump, S 17-27 E 63.54 feet, S 18.21 E 68.34 feet, S 17-39 E 127.43 feet and S
23-15 E 89.14 feet to the BEGINNING.

ALSO HEREIN CONVEYED is a non-exclusive, perpetual right -of way and easement 30 feet in width, 15 feet on
each side of the centerline thereof, the centerline of which is more particularly described as follows:
BEGINNING at a point of intersection of the centerline of said access road and right-of-way with the centerline of
N.C. Highway 141 and N.C.S.R. #1519, said BEGINNING corner being situate S 51-42 W 1,558.10 feet from
N.C.G.S. Monument "Setser" having N.A.D. 83 grid coordinate: X-519,477.52 and Y=522,112.80, and runs thence
from said BEGiINNING corner and with the centerline of the herein conveyed 30 foot right -of. -way and easement
which is also the centerline of the existing access road the following courses and distances: N 45-13 W 103.45 feet,
N 47-48 W 48.56 feet, N 52-10 W 66.27 feet, N 56.51 W 49.28 feet, N 58-27 W 32.70 feet, N 52-21 W 38.51 feet,
N 47-13 W 35.18 feet, N 43-18 W 35.66 feet, N 40-25 W 32.70 feet, N 41-34 W 30.41 feet, N 52-32 W 33.87 feet,
N 6849 W 32.62 feet, N 80-43 W 31.46 feet, N 77-17 W 34.37 feet, N 61-08 W 26.58 feet, N 45-04W 17.98 feet,
N 30-25 W 25.42 feet, N 18-45 W 73.09 fmt, N 16-15 W 83.56 feet, N 21.08 W 110.36 feet, N 18-28 W 35.56 fee#.
and N 11-13 W 24.30 feet to is point of intersection with the South boundary line of the above described tract.
ALSO HE, CONVEYED is a non-exclusive, perpetual right-of-way and easement 30 feet in width over and
across a second access road which leads from a point of intersection of the centerline of the herein above conveyed
right-of-way the Beginning point of which starts approximately 630 feet from a point ofintersection of the centerline
of the herein above conveyed right-of-way with the centerline of N.C. Highway 141 and N.C.S.R. #1519, and runs
thence with the centerline of said 30 foot right-of-way and the centerline of the existing access road the following
courses and distances: N 89-48 W 21.89 feet, N 41-06 W 52.43 feet, N 25-34 W 68.89 feet, N 30-36 W 63.97 feet,
N 39-19 W 44.24 feet, N 40-08 W 88.68 feet, N 42.39 W 51.57 feet, N 43-02 W 46.11 feet and N 40-18 W 15.91
feet to a point of intersection of the centerline of said right-of-way and access road with the South boundary line
of the above described tract.
The 30 fiwt right-of-ways and easements as herein above described are 15 feet on each side of the centerline thereof
and are for the purposes of ingress, egress and regress and utilities thereon from the above described tract to N.C.
Highway 141 and N.C.S.R. #1519.
EXCEPTING AND RESERVING from this conveyance is a non-exclusive, perpetual right-of-way and easement
30 feet in width, 15 feet on each side of the centerline thereof over and across that portion of the existing access road
which traverses the Southwest corner of the above described tract so as to provide ingress, egress and regress and
utilities thereon from the remaining appurtenant lands of C kantor to the public road.
BEING A PART OF THE LANDS as described in Deed Book 790, Page 177, Cherokee County Registry.
(10 J#UUt UUb f V iR U tb the above described laud and premises, with all the appurlenances thereunto
belonging, or in any wise appertaining, unto the Grantees, their heirs and/or successors and assigns forever, (subject to the terms,
conditions, covenants, restrictions, exceptions and reservations hereinabove stated, if any).
And the Grantors covenant to and with the Grantees, their heirs and/or successors and assigns, that the Grantors are lawfully
seized in fee simple of said land and premises, and have full right and power to convey chs same to the Grantees in fee simple, and that
said lend and premises ars free from any and all encumbrances (with the exceptions above stated, if any), and that they will and their heirs,
executors, administrators and/or successors shall forever warrant and defend the title to said land and fireruises, with the appurtenances,
unto the Grantees, their heirs and/or succemm and assigns, against the lawful claims of all persons whomsoever.
.31t MUttein s4neof, ..,,Grantor has hereunto set his hand and seal, or if corpo=4 has caused this
instrument to be signed in its corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board
of Directors, the day and your first above written.
(Corporate Name)
By:
President
ATTEST:
__Secretary (Corporate Sea[)
� _(SEAL)
RICKY.I9S'
��ft.. �. (SEAL)
WANDA E. STILES
SEAL)
;SEAL)

NOTARIALState of North Carohn¢, Cele rity of Cherokee
SEAL -STAMP th ftj(&Ljr Notary Public of Said State and County, do herby certify that
(Notary's Name Printed Above.)
RICKY JOE STILES and wife. WANDA E. STILES
personally appeared before inc this day and acknowledged the due exoculion of tho foregoing inatrumcnt.
' #"jhteSS txiy hand and Notarial Seal, this
ofQ
St if
t,,1 mj. comm;iaaian expires:
,eta of North Caro[lna, County of OwMker
ch of the foregoiog certificates, namely of Itl� t 1 l law
�— ki �t"& s certified to be correct.
a 1'i°tary or
Notaries Public of the State and County designated each /duly attested by Notarial Scal, i
day of.--- ldl ;E4 OGi'�
/.tom d . �.okee _."� .. _
Filed f6r regietiation on the —�— day ofo'clock . M., and registered
in the Office of the Register of Deeds for Cherokee County, North Camlina in Book ::!�Page s
,r}
Register of Deeds
L
prqmred BY
Mexteever, Edwards, Davis & Hays, P.A-
Attorneys at Law
8aitm 2.4 A. 3 PcotessiWW Bkl&
P.O. Hol 556
Murphy, N-,& Carolina
PHONE: (828) e37-2176
DEED $TAMPS; S 4 �—

1505
0666
CHEROKEE COUNTY TAX CERTIFICATION
There are no delinquent taxes due that are a lien
against the Parcel Numbem(s) set forth in this deed.
Cher keg County Tax Collector
Date: 112At$'— BY: =&P
BY:
Mail/Box to:
FILED Jan 29, 2015 11:57:17 aM FILED
BOOK 01506
CHEROKEE
PAGE 0666 THRU0668
COUNTY NC
INSTRUMENT # 00346
DAPHNE DOCKERY
RECORDING $26.00
REGISTER
EXCISE TAX (None)
OF DEEDS
NORTH CAROLINA GENERAL WARRANTY DEED
551204530863 551204503456
This instrument was prepared by: Dina Htndrix ,
Brief description for the Index: Tract 4A tind Tract 4B
THIS DEED made this 15th day of December
20-14–_t by and between
GRANTOR GRANTEE
Marcia Smith, Ancillary Administrator of the James F. Smith Deer Watch, LLC, a' North Carolina LLC
Estate, Marcia ymith, unremarried widow of James F. Smith, 1603 Regents Park Lane
Midge Spong and husband, David Spong and Jay Smith, single Greensboro, NC 27455
a/k/a James
Smith'
Enter in appropriate block for each Grantor and Grantee: name, ma lines address. and. if appropriate, character of entity, e.g.
corporation or pannershi .
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns; and shall include
singular, plural, rnasculine, feminine or neuter as required by conte.st.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee. the receipt of which is hereby ackt+owledged.
has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land
situated in the City of Murphy"rownship° Cherokee
County, North CArolina and more particularly described as follows:
—
PARCEL I: Tract 4A of the Marcella H. Smith Estate consisting of 24.563 acres as surveyed by Samuel L. Sprinkle PI -S and
shown on his plat thereof, under date of August 9, 2010. as revised through November 21, 201 I, Drawing No. 4764 SF and
recorded in Plat kabinet G, Slide 350, Chtrokee County Public Records, to which plat as so recorded reference is made for a more
complete and particular description of the lands hereby conveyed.
SUBJECT TO acid TOGETHER WITH the right of way and easement for NCSR# 1531, Hehdrix Road and NCSR #1532. Barnett
Road.
ALSO SUBJECT TO TWE. BOUNDARY LINE AGREEMENT as recorded in Deed Book 1429, Page 1050, Cherokee County,
North Carolina gegistry.

1505 BK:01505 PG:0667
406&VEYED HEREWITH AND SUBJECT'f0 a non-exclusive perpetual 30 foot road right of way and easement along a 10 foot
gravel road leading from Hendrix Road to the McGuire tract, now pr formerly, Deed Book 259, Page 208, Cherokee County; NC
Registry, for ingress, egress; and regress and utilities as more particularly shown and described on the plat of survey, under date of
August 9, 2010, as revised through November 21, 2011 Drawing No. 4764 SF and recorded in Plat Cabinet G, Slide +50, Cherokee
County Public Records, to which plat as so recorded reference is made for a more complete and particular description of the
easement hereby conveyed,
PARCEL 2: Tract 46, consisting of' 0.084 acres, as surveyed by Samuel L. Sprinkle, PLS. and shown on his plat thereof under
date of August 10, 2010. as revised through November 21,20 11, Drawing No. 4764 SF and recorded in Plat Cabinet G. Slide
350,Cherokee County Public Records, to which plat as so recorded reference is made for a more complete and particular
description of the lands hereby conveyed.
Together with and subject to all rights, easements, and appurtenances applicable thereto and shown on said plat or are, a matter of
public record.
SUBJECT TO THE 30 foot nonexclusive perpetual road right of way and easement along the South and East boundary line of the
above described tract for ingress, egress; and regress and utilities for the benefit of Tract IC.
CONVEYED HEREWITH IS a permanent, non-exclusive, 30 foot right of way and easement, over and across the proposed 30
foot wide right of way and easement shown on the plats of survey recorded in Cabinet G. Slides 349 and 350, for the purposes of
vehicular and utility ingress, egress and regress from the herein conveyed tract to the public road.
GRANTORS RESERVE a permanent non-exclusive right of way and easement over and across the above described 30 foot wide
proposed right of way and easement for the purposes of vehicular and utility ingress, egress and regress from the Grantors
remaining appurtenant tracts to the public road. PROVIDED HOWEVER. that each tract or subdivided portion thereof shall be
liable and responsible for payment of a pro -rata share of road maintenance expenses.
For Source of Title See 13-E-36, Clay County Clerk of Court
The property hereinabove described was acquired by Grantor by instrument recorded in Book _1429_ page _1056_
All or a portion of the property herein conveyed ! includes or _x_ does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book G page _350
TO HAVE AND TO HOLD the aforesaid lot or parcel of lao the
Grantee in fee simple.
And the Grantor covenants with the Grantee that Grantor is seized of the premises in fee simple, has the right to conve t� he same
in fee simple that title is marketable and free and clear of all encumbrances, andthat Grantor will warrant and defend the title
against the lawful claims of all persons whomsoever other than the following exceptions:
IN WITNESS WHEREOF the Grantor has duly executed the foregoing as ofthe day and year first above written.
Y Y1—�(SEAL)
(Entity Name) Pr n %F ape Name: Marcia Smith. Ancillary Administrator
Qit,C.c,ea iE�7�►�-�1 (SEAL )
Print/Twe Name & Title: Print/Type Name: Marcia Smith, unremarried widow
Print/Type Name & Title:
Print/Type Name & Title:

BK:01505 PG -0668
1505
0668 2 - (SEAL)
Pri a Name: Jay Smith
widow personally appeared before me this day and acknowledged the due execution of the foregoin instrument for the purposes
therein expressed Witness my hand and Notarial stamp or seal this 2`1 day of f>u e^ Les 20 IH
AA,, i'nmmiecinn 1=vnirnc• 2 )_1-2.,1-1
C-::�Ae- S t- c 3 f- i 3S1c S
�l ig�� EARNEST E BRIDGES
AnlrteehtAl Iltih IRI it
ITY, NC
3.21-2017
Notarial stamp or seal. this Z- Li day of 0 .20 �`'�. t hrxlvt.al C Dl�ww
NOTARY PUBLIC
GUILFORD COUNTY, NC
t4 Comtrl&,im Expires 3-21-2017
My Commission Expires ' 2%1- Zo;-j NotaD Public
(Affix Seal) 0-,r1tSr1 r:J`LS Notary's Printed or Typed Name
County or City of 6"'t k 6 r
A
aforesaid certify that Jay Smith sin le personally came before me this day and acknowledged the due execution of the ore�oin
instrument for the purposes therein expressed Witness my hand and Notarial stamp or seal, this 7,% , day of
ptce,--tScr .201H . —^
E BRIDGES
EARNEST
NOTARY PUBLIC
,Zj�GUILFORD COUNTY, NC
;ssio„ 6tpi<es 3.21-2017
(Affix Seal) ,----e4WAC, + A a{,�c�eS Notary's Printed or Typed Name
c«,o nf• Al _ riminty nr City of
Q rGi Gl- S" /YJ i'Y'
Vitness my hand and 14otarial sta.
r.
Av Commission Expires: Y'
aw c i �/a,-r, li
k
ii2is'-` rt�DY'
Affix Seal Nota -'s Printed or'ryped Name
NC Bar Association Form No. 3 © 1976. Revised © I/1/2010
Printed by Agreement with the NC Bar Association
-v
`11iE
cert fY that y0��
A'
NOTARY x
1
V�
*
W
11.

1429
1070
CHEROKEE COUNTY TAX MRTIFICATION
There are no delinquent t Utes due that are a lien
against the parcel Nuonbe s) set forth in this deed•
Che ee C my Tax
Dace: _� gy`
By: Dina M. Hendrix, PC
plN . 5YIZOY6/275�0e�:>
NORTH CAROLINA
CHEROKEE COUNTY
WARRANTY DEED
FILED
CHEROKEE COUNTY NC
DAPHNE DOCKERY
REGISTER OF DEEDS
FILED Jan 11, 2012
AT 11:00:55 am
BOOK 01429
START PAGE 1070
END PAGE 1072
INSTRUMENT # 00S11
EXCISE TAX (None)
-i�
THIS DEED, Made this tht�zd day of January, 2012, by Shirley Marcella Smith Adair, an
unmarried woman; Carmoiita S. Haney, an unmarried woman, and James F. Smith and wife,
Marcia Smith, parties of the first part, and Audrey Virginia Smith Ware and husband Horace
S. Ware, party of the second part; whether one or more;
the neuter gender shall be deemed to include the masculine and feminine and the singular number
the plural, and vice versa;
WITNESSETH, That the said parties of the first part, in consideration of Ten Dollars and other
valuable consideration and as a division of jointly owned real property, the receipt of which is
hereby acknowledged, have bargained and sold and by these presents do bargain, sell and convey
unto said party of the second part, and her heirs and assigns, certain tracts or parcels of land in
Murphy Township, Cherokee County, State of North Carolina, being more particularly described
as follows:
Tract 1C, consisting of 40.967 acres, as surveyed by Samuel L. Sprinkle, PLS, and
shown on his plat thereof, under date of August 10, 2010, as revised through November 21,
2011, Drawing No. 4764 SF and recorded in Plat Cabinet G, Slide 350, Cherokee County Public
Records, to which plat as so recorded reference is made for a more complete and particular
description of the lands hereby conveyed.
SUBJECT TO THE BOUNDARY LINE AGREEMENT as recorded in Deed Book_,
Page_&r ,, Cherokee County, North Carolina Registry.
Together with and subject to all rights, easements, and appurtenances applicable thereto and

1429
1071
BK:01429 PG:1071
shown on said plat or are a matter of public record.
CONVEYED HEREWITH IS a permanent, non-exclusive, 30 foot right of way and easement,
over and across the proposed 30 foot wide right of way and easement shown on the plats of
survey recorded in Cabinet G, Slides 349 and 350, for the purposes of vehicular and utility
ingress, egress and regress from the herein conveyed tract to the public road.
GRANTORS RESERVE a permanent, non-exclusive right of way and easement over and
across the above described 30 foot wide proposed right of way and easement for the purposes of
vehicular and utility ingress, egress and regress from the Grantors remaining appurtenant tracts to
the public road. PROVIDED HOWEVER, that each tract or subdivided portion thereof shall be
liable and responsible for payment of a pro -rata share of road maintenance expenses.
TO HAVE AND TO HOLD the aforesaid tracts or parcels of land and all privileges and
appurtenances thereunto belonging, or in anywise thereupon appertaining, unto the said party of
the second part, her heirs and assigns, to her only use and behoof in fee simple forever, subject to
those exceptions, reservations and limitations following the description hereinabove set forth.
And the said parties of the fust part covenant with said party of the second part, her heirs and
assigns, that they are seized of said premises in fee, and have the right to convey the same in fee
simple; that the same are free and clear from all liens and encumbrances and that they will
warrant and defend the said title to the same against the lawful claims of all persons whatsoever,
subject to those exceptions, reservations and limitations following the description hereinabove
set forth,
IN TESTIMONY WHEREOF, the said parties of the first part hereunto set their hand and
seals, the day and year first above written. �/ I7 _ _ Z
MOM M -UTP MM 1M.3141111fairl
EAL)
/dames F. Smith
(SEAL)
Marcii C. Smith

1429
1072
BK:01429 PG:1072
STATE OF NORTH CAROLINA
CHEROKEE COUNTY
I, �� �iRa/7JL a Notary Public of the aforesaid County and State
hereby certify that /Nsrci < rsonally appeared before me this day and
acknowledged th due execution of the foregoing i trument fo a purposes therein expressed.
WITNESS my hand and Notarial seal, this they of_7f 2012
Notary
My Commission Expires:
(NOTARIAL SEAL)
STATE OF NORTH CAROLINA
CHEROKEE COUNTY
`t`I r/71
=� NOTARY x=
Eiy PUBLIC
�� (p-3--77 ?G`
,1�11'3"4ICOUN�y���``
ll
Ili/%
% J�`r''�'; a Notary Public of the aforesaid County and State
hereby certify tha .rrA al�ir, personally appeared before me this day and
acknowledged the due ex ution of the foregoing instrument fib the purposes therein expressed.
WITNESS my hand and Notarial seal, this the23 day of 2012
Notary Public
My Commission Expires:
(NOTARIAL SEAL)
STATE OF NORTH CAROLINA
CHEROKEE COUNTY
NOTARY X
!C-) PUBLIC
FFIcotjoy���`\
1, ^C4,1 -W o►ti�'r' �t , a Notary Public of the aforesaid County and State
hereby certify that Qrnx. r�� —a- personally appeared before me this day and
acknowledged the due execution of the foregoing instrument forpe purposes therein expressed.
WITNESS my hand and Notarial seal, this the day of Iil✓" 2012
c
•e�-f �� 111111!1//
Notary Public
My Commission Expires: /,7 —
(NOTARIAL SEAL)
E.
NOTARY X
.n PUBLIC —
y�� �Cj -
�i��O,hICOUN; ; \\'

VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET NO. DESCRIPTION
I
TITLE SHEET
IA
SITE PLAN
2
TYPICAL SECTIONS
3-3A
DETAILS
4-9
PIAN AND PROFILE
P-1
PLANTING DETAILS
P-2
PLANTING PLAN
FINAL PLANS ONLY
20 0 20 60
PLAN & HORIZONTAL PROFILE - SHEETS 4-9
2 0 2
VERTICAL PROFILE - SHEETS 4-9
RESOURCE INSTITUTE, INC
PLEA CHTWEE CREEK
(WARE)
STREAMRESTORATIONPROJECT
PEACHTREE CREEK
CHF.PnWF.F f"nTTNTTV NTOPTU rl A T:)n7 TXT A
PROJECT LENGTHS
PROPOSED RESTORATION:
PEACHTREE CREEK = 2.324 FT
WILES BRANCH = 20 FT
TOTAL = 2,344 FT
Prepared by:
WOlF;,u d--
WolrCreek Engineering, plic
Ucense No. P-0417
121 We St., Suite C
Ashcvllle, North Carolina 28801
Phone: [phone]n
—.—lracekenq.mrn
PERMIT DRAWINGS
NOT FOR CONSTRUCTION
PROJECT ENGINEER
PI0jm N0. ffi!i -T- —
1078-PCHT 1 1 13
PERMIT PUNS 16
REVISIONS
D [E@POdER
D
JUL 7 20V
DEQ -WATER RESOURCES
PERMIT PLANS
Prepared for:
W#
4j .,
IX I
DAN McCLURE
PROJECT MANAGER

I r
END PROJECT \
W 83.963731'
DEER WATCH LLC \ \
PARCEL: 55120450345600
PROPOSED BANK \
STABILIZATION
j�
l
AUDREY WARE
PARCEL: 551204612752000 �
ICKY J. ST\t SES PROPOSED BANK EXISTING
` PARCEL: 5511026919940000 STABILIZATION SLOW
% CREEK
FENC
r
r
=1st <
i
1
i rs
RICK J. STILES
PARCEL: 551204712189000
i
f
I
RICK J. STILES
PARCEL: 551204712189000
'\—PROPOSED
PEACHTREE PROPOSED
CREEK STREAM
CROSSING
SITE ACCESS (FORD)
(EXISTING FARM ROAD)
00 0 100
SCALE IN FEET
BEGIN PROJECT \
N 35.084430' ) lZ
W 83.958269'�-
ROGER WEST
PARCEL: 551204727257000
EXISTING STREAM
CROSSING (FORD)
EXISTING
PEACHTREE r
CREEK 11
II
� t \
r �
/ 1
i NOTE: PROPERTY BOUNDARIES, EASEMENTS, FENCE, AND
UTILITIES NOT SURVEYED. APPROXIMATE LOCATIONS ONLY.

NATAL RO:K/'
BANK PROTECTION
SEE DETAIL SHEET 3A
SECTION 1
TYPICAL RIFFLE
NOT TO SCALE
dToE
BANK PROTECTION
SEE DETAIL SHEET 3A
GP,Q.VND
-NATIaALR01 F
41 MqX CL THALWEG
15:1 1 :1 G30S1 ND
75, dTpE
BANK PROTECTION BANK PROTECTION
SEE DETAIL SHEET 3A SEE DETAIL SHEET 3A
tom' -!'mJ
SECTION 1
TYPICAL POOL
NOT TO SCALE
TABLE 1: SECTION DIMENSIONS
REACH
PERCENT OF TOTAL MIX
Stiles
Branch
STREAM TWE
DEPTH OF
C
DRAINAGE AREA mi
16.80
0.30
RIFFLE DMENSIONS
REACH
ONSITE 1I2"
3/4"
POOL
DIMENSIONS
12" STONE
REACH TYPrAL
STATION WIC
Ws®
WnwL Weecoi
d�
dTOE
WN
Wcv,
dPccl
APPROX.
SECTION
SEECTN
(ft)
(ft)
(ft) (ft)
(R)
(ft)
(ft)
(ft)
(ft)
POOL DEPTH
POOL -POOL RATIO
1
Stiles Branch
1 100%
0.5
ft
PEACHTREE CREEK 1
100+00 TO 138+00 36.1
27.5
8.2 10
2.46
1,72
21.67
18.06
3.70
1
STILES BRANCH 1
200+00 TO 200+20 6.7
3.8
1.1 2
0.83
0,58
4.04
3.37
1.25
0.5
NUIL. Hrr RUA-MIL rUUL UCrin 13 ULrin Ur FUUL KLLAIIVL IU UUWNJIKLAM HLAU Ur KIhTLt
TABLE 2: SUPPLEMENTAL BED MATERIAL (OFF-SITE MATERIAL)
REACH
PERCENT OF TOTAL MIX
Stiles
Branch
STREAM TWE
DEPTH OF
C
DRAINAGE AREA mi
16.80
0.30
Wow (ft)
REACH
ONSITE 1I2"
3/4"
STONE
6" STONE
12" STONE
BED
0.5
HARVEST STONE
STONE
(SURGE)
NCDOT
NCDOT
MATERIAL
SVALLEY (ItAt)
MATERIAL (N0.57)
(N0.5)
W/D RATIO
(CLASS A)
(CLASS B)
(FT)
Peachtree Creek
100%
SINUOSITY
POOL -POOL RATIO
1
Stiles Branch
1 100%
0.5
NUIL: II la ANuurAILU IHAI AUEUUAIE HED MATERIAL WILL BE AVAILABLE FOR HARVEST ON SITE, AND THAT
NO QUARRY STONE WILL BE REQUIRED FOR USE AS BED MATERIAL FOR PEACHTREE CREEK OR STILES BRANCH.
THE D50 OF INSTALLED BED MATERIAL SHALL BE APPROXIMATELY 25mm (MIN).
TABLE 3: MORPHOLOGIC TABLE
REACH
Peachtree
Creek
Stiles
Branch
STREAM TWE
C
C
DRAINAGE AREA mi
16.80
0.30
Wow (ft)
36.1
6.7
XSw (ft)
68.1
3.7
dAEAN (ft)
1.9
0.5
dMAX (ft)
2.5
0.8
SAVG (Itlit)
SVALLEY (ItAt)
W/D RATIO
19.2
12.3
ENTRENCHMENT RATIO
0.0
0.0
SINUOSITY
POOL -POOL RATIO
5-7
5-7
MEANDER WIDTH RATIO
CONSTRUCTION SEQUENCE
THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE
PLANS AND AS DIRECTED BY THE ENGINEER.
THE CONTRACTOR SHALL CONDUCT STREAM WORK, INCLUDING INSTALLATION OF IN -STREAM
STRUCTURES, GRADING, STABILIZATION MEASURES, AND SEEDING AND MULCHING, ON A SECTION OF
STREAM THAT CAN BE ENTIRELY COMPLETED IN A SINGLE DAY.
1. THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OF DISTURBANCE, SENSITIVE
AREAS, STAGING AREAS, AND CONSTRUCTION ENTRANCES WITH THE ENGINEER.
2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES.
3. THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGING AREAS, AND
STOCKPILE AREAS.
4. CONSTRUCTION TRAFFIC TO BE LIMITED TO 'LIMITS OF DISTURBANCE' AS INDICATED ON THE
CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
5. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK CHECK DAMS, SILT FENCE, AND
MULCHING AROUND ALL CONSTRUCTION AREAS INCLUDING STAGING AND STOCKPILE AREAS AS
INDICATED ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER.
6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY STREAM CROSSINGS. DITCHES AND STREAM
REACHES WILL BE LEFT OPEN DURING INITIAL PHASES OF CONSTRUCTION TO ALLOW FOR
DRAINAGE AND TO KEEP SITE ACCESSIBLE.
7. THE CONTRACTOR SHALL BEGIN CLEARING, FLOODPLAIN EXCAVATION, AND GRADING WORK TO
DESIGN GRADES AT THE UPSTREAM END OF THE CHANNEL AS INDICATED ON THE CONSTRUCTION
PLANS. THE CONTRACTOR SHALL NOT DISTURB ANY MORE FLOODPLAIN AREA LARGER AND
STREAM REACH LONGER THAN CAN STABILIZED IN ONE DAY.
8. ONCE A SECTION OF STREAM AND FLOODPLAIN HAVE BEEN EXCAVATED TO DESIGN GRADES,
IN -STREAM STRUCTURES, MATTING, AND TRANSPLANTS SHALL BE INSTALLED IN THAT SECTION.
EXISTING BED MATERIAL SHALL BE HARVESTED AND PLACED IN THE CONSTRUCTED CHANNEL.
9. THE CONTRACTOR SHALL BEGIN INSTALLING IN -STREAM STRUCTURES FROM THE UPSTREAM
SECTION WORKING DOWNSTREAM. IF EXCESSIVE SEDIMENTATION DOWNSTREAM BECOMES A
CONCERN, THE ENGINEER OR PROJECT MANAGER IN CHARGE MAY DIRECT THE CONTRACTOR TO
INSTALL A TEMPORARY ROCK CHECK DAM AND SETTLING BASIN DOWNSTREAM. THIS AREA IS TO
BE MAINTAINED ON A REGULAR BASIS BY THE CONTRACTOR.
10. ONCE A STREAM WORK PHASE IS COMPLETE, THE CONTRACTOR WILL APPLY TEMPORARY SEEDING,
PERMANENT SEEDING, AND MULCH TO ALL AREAS DISTURBED DURING CONSTRUCTION.
TEMPORARY AND PERMANENT SEEDING MIXTURES WILL BE APPLIED AS SHOWN ON THE PLANTING
PLAN. TEMPORARY SEEDING WILL BE APPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION SUCH
THAT GROUND COVER IS ESTABLISHED WITHIN 7 WORKING DAYS FOLLOWING COMPLETION OF ANY
GRADING PHASE. PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF CONSTRUCTION.
11. ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE PROJECT SITE ALONG
WITH REMOVAL OF ANY TEMPORARY STREAM CROSSINGS AND TEMPORARY CHECK DAMS.
12. THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL PLANT ALL WOODY VEGETATION AND
INSTALL LIVE STAKING ACCORDING TO THE PLANTING DETAILS AND SPECIFICATIONS. ALL
PERMANENT SEEDING AND PLANTINGS SHALL BE PERFORMED DURING THE APPROPRIATE TIME OF
YEAR.
13. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER MATERIALS
PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.
GENERAL NnTFG
1. CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE
UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND
UTILITIES WHICH MAY AFFECT PROPOSED WORK.
2. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE STREAM
OR ITS TRIBUTARIES SHALL BE INSPECTED REGULARLY AND
MAINTAINED TO PREVENT CONTAMINATION OF STREAM WATERS
FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC
MAT[RIALS. A CONTINGENCY PLAN SHALL BE DEVELOPED FOR THE
USE OF THESE MATERIALS, INCLUDING SPILL CONTAINMENT, CLEAN
UP, AND NOTIFICATION TO THE APPROPRIATE AGENCIES. SPILL
KITS, SORBENTS, AND CONTAINERS FOR DISPOSAL SHALL BE
RETAINED ON SITE.
3. ALL EQUIPMENT MAINTENANCE SHALL BE PERFORMED AT LEAST
50 KT FROM THE STREAM OR ITS TRIBUTARIES.
4. CLEARING AND GRUBBING SHALL BE LIMITED TO THAT WHICH IS
NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL
AND SHALL BE APPROVED BY THE ENGINEER.
5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS AND
EGRESS FROM SITE FOR ALL VEHICLES INCLUDING, BUT NOT
LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS AFFECTED BY
CONSTRUCTION TRAFFIC.
6. CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS
GENERATED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL, STATE AND LOCAL REGULATIONS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT OF
CONSTRUCTION ACTIVITIES.
B. THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRA(,TICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES,
SURVEY:
THE COORDINATE SYSTEM IS THE NAD83 NORTH CAROLINA STATE
PLANE GRID.
THE VERTICAL DATUM IS NAVDBB.
CHANNEL CONSTRUCTION NOTES
1. CONSTRUCTION SHALL BEGIN AT THE UPSTREAM END OF EACH
CHANNEL REACH AND PROCEED DOWNSTREAM UNLESS APPROVED
OTHERWISE BY THE ENGINEER.
2. BED MATERIAL ON RIFFLE SECTIONS SHALL CONSIST OF BED
MAT[RIAL EXCAVATED FROM EXISTING CHANNEL. WHERE
INSUFFICIENT BED MATERIAL IS PRESENT IT SHALL BE
SUPPLEMENTED WITH MATERIAL ACCORDING TO TABLE 2 AND AS
DIRECTED BY THE ENGINEER.
3. THE CHANNEL BANKS SHALL BE STABILIZED ACCORDING TO THE
BANK PROTECTION DETAILS ON SHEET 3A.
4. DIMENSION TOLERANCES SHALL BE AS FOLLOWS:
WIDTH: +/- 0.5 FT
DEPTH: +/- 0.1 FT
RIFFLE ELEVATIONS: +/- 0.1 FT
POOL ELEVATIONS: + OJ FT, - 0.5 FT
STRUCTURE ELEVATIONS: +/- 0.1 FT
5. EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS SHALL BE
BACKFILLED WITH 1 -FOOT LIFTS AND COMPACTED TO IN-SITU
SOIL DENSITY. CHANNEL SHALL BE FREE FROM BRUSH AND
ORGANIC DEBRIS PRIOR TO BACKFILLING.
6. PUMP AROUND OPERATION SHALL BE USED TO DIVERT FLOW
DURING CONSTRUCTION WHEN PRACTICAL. WHEN PUMPING
AROUND BECOMES IMPRACTICAL, CONTRACTOR SHALL UTILIZE AN
APPROPRIATE METHOD TO ISOLATE THE WORK AREA FROM ACTIVE
FLOW TO REDUCE DOWNSTREAM SEDIMENTATION.
TREE SURVEY/HARVEST/PROTECTION NOTES:
1. WOODY MATERIAL WILL BE HARVESTED ON-SITE FOR USE AS
IN -STREAM STRUCTURES FOR STREAMBANK STABILITY, GRADE
CONTROL, AND AQUATIC HABITAT ENHANCEMENT/RESTORATION.
WOODY MATERIAL INCLUDES BOTH LARGE AND SMALL SIZE
DIAMETER TREES INCLUDING STEM AND ROOT MASS. TREES WILL
BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG
RECONSTRUCTED STREAM BANKS DURING THE RESTORATION
CONSTRUCTION PROCESS.
2. PREFERRED HARVEST TREES TO BE SELECTED FOR RESTORATION
PURPOSES SHALL FIRST INCLUDE ALL DISEASED, DAMAGED,
HAZARD, AND UNDESIRABLE TREE SPECIES UNTIL THE QUANTITIES
NEEDED FOR STREAM RESTORATION ARE MET. AREAS SELECTED
FOR HARVEST SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE
AND DELINEATED BY A CERTIFIED ARBORIST OR OTHER
PROFESSIONAL ECOLOGIST/BIOLOGIST.
3. TRANSPLANTS WILL BE SELECTED AND RELOCATED AS DIRECTED
BY THE ENGINEER.
4. ALL WOODY MATERIALS WILL BE STOCKPILED IN THE APPROVED
STAGING AND STOCKPILE AREAS.
5. IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMP AND
EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND
THE AREA IMMEDIATELY STABILIZED WITH TEMPORARY AND
PERMANENT SEEDING/MULCH AS HARVESTING OCCURS.

TABLE 5: LOG DIAMETERS
TOTAL LOG LENGTH (FT) MIN DIAMETER (IN) MAX DIAMETER (IN)
< 20 _ 12 18
20-40 18 24
40-60 24 30
WEED i WBED
F9
5TH COURSE S 1ST COURSE I _.
U / `
/ BURY END OF LOG INTO CHANNEL BANK X'
j (SEE TABLE 4 FOR MIN DIMENSION 'X') (TYP)
30'
\ FLOW
STRUCTURE STA LOCATION - �
(GRADE PT. ELEV)
FLOW
DIRECTION
-� _-.---� -LEDGE LOG OF CURVE
�\ \ 30' ANCHOR BOULDERS
6 \ I 1
011
EXTEND FILTER FABRIC 2' MIN
NATIVE BED MATERIAL f ,� ) \ PAST END OF STRUCTURE (TYP)
(COBBLES) FILL
LIMB AND BRUSH \
4"-B" DIA, 6' LENGTH (TYP) PINNING LOG SET ON EACH BRUSH COURSE `r
8"-12" DIA, 20' LENGTH (TYP)
LOG LEDGE W/ BRUSH - PLAN
NOT TO SCALE
I . +QED I
FLOW
BANK PROTECTION
21 _ (MIN) '
BANKFULL
(SOIL LIFT)
Ij^�I
BENCH
UPSTREAM RIFFLE GRADE
40
5TH COURSE
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BACKFILL
- — �TOP
6" ABOVE LOW WATER
LIMB AND BRUSH LAYER
3' (MIN)
6" TO 12"
a
1'(MIN)-2'(MAX)
FOOTER LOGS
8' MIN 2
BRUSH TOE
BASE FLOW
SECTION
NOT TO SCALE
NATIVE BED MATERIAL
(COBBLES) fllL
0.1'-0.2' RISE PER COURSE
e
GRADE POINT ELEV.
PINNING LOG
..
LEDGE LOG
1ST COURSE
LIMB AND BRUSH LAYER
LOG LEDGE W/ BRUSH
- PROFILE
NOT TO SCALE
TOP OF LEDGE LOG SET
0.3' BELOW DOWNSTREAM
HEAD OF RIFFLE
POOL
wolf Creek Engineering
BACKFILL NOTES, RNGINRRRING k ENVIRONMENTAL CONSULTING
LICENSE NO. P -mi?
1. STRUCTURE BACKFILL MATERIAL SHALL CONSIST Of 12 1/2 W.11 St., S„Ik c A.If.viN., NC 28801
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INSTALLATION OF FILTER FABRIC.
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NOT TO SCALE
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SOIL LIFT
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BANK PROTECTION
21 _ (MIN) '
BANKFULL
(SOIL LIFT)
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BENCH
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OF BRUSH
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- — �TOP
6" ABOVE LOW WATER
BRUSH FILL
3' (MIN)
6" TO 12"
CROSS LIMBS
1'(MIN)-2'(MAX)
FOOTER LOGS
8' MIN 2
BRUSH TOE
SECTION
NOT TO SCALE

PROPOSED GRADE
W BED
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SUBGRADE SEE SHEET 2, CHANNEL (SOD AND MAT) 6' DEPTH
CONSTRUCTION NOTE 1 SEE DETAIL AND SHEET 2,
CHANNEL CONSTRUCTION NOTE 2 12" STONE (CLASS 8) FILTER FABRIC
MIN DEPTH OF 12"
BED MATERIAL DETAIL
NOT TO SCALE _PERMANENT STREAM CROSSING (FORD
NOT TO SCALE
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ENGINEERING Q ENVIRONMENTAL CONSULTING
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ENGINEERING k ENVIRONMENTAL CONSULTING
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12 1/2 Rall St., Suite C Asheville, NC 20601
PRONE: (526) 440-10.10 RIIILIIOLPCREEKENG.COM
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ENGINEERING & ENVIRONMENTAL CONSULTING
LICENSE NO. P-0117
12 1/2 Uall St., Suite C Asheville, NC 28801
PHONE: [phone] WWW.WOLFCREMMNG.COM
PEW M i DRAWINGS .wa+ PEACHTREE CREEK RESTORATION PROJECT
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PHONE: [phone] Ww"OLPCRBBEENG.COM
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ENGINEERING k ENVIRONMENTAL CONSULTING
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PEACHTREE CREEK

6' LINE STAKE SPACING/
3' ROW SPACING
BUDS FACING UPWARD SQUARE CUT TOP
LIVE CUTTING
MIN, Yt' DIA
ANGLE CUT 30 - 45 DEGREE
LIVE STAKE DETAIL
1ST LIVE STAKE ROW
SET 1.5' FROM TOE
ON INSIDE OF BEND
NUMBER OF LIVE STAKE ROWS
CHANNEL INSIDE OUTSIDE
DEPTH TANGENT
(FT) OF SEND OF BEND
0 - 1.5 2
1.5 - 2.5 2 2 3
2.5 - 3.5 3 3 4
ROW
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COMMON NAME I SCIENTIFIC NAME I STRATUM I PLANTS MATERIALI STOTAL I TEMS
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COMMON NAMEI SCIENTIFICNAME I STRATUMI PLANT MA RIALI STEMS/ACRE I (AAREA I SEMS
PLANTING NOTES -
TEMPORARY AND PERMANENT SEED
1. ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED TO PROVIDE ADEQUATE GROUND COVER AND
CONDITION THE SOIL.
2. MULCH MUST BE ADDED TO ACHIEVE 80% COVERAGE (ROUGHLY 2
TONS/ACRE FOR WHEAT STRAW)
3. A FERTILITY SOIL TEST SHALL BE USED TO DETERMINE FERTILIZER
AMOUNTS OR, IF NO SOIL TEST IS AVAILABLE, A STANDARD
MIXTURE SHALL BE APPLIED OF 2 TONS OF LIME PER ACRE AND
700-1000 LBS OF 10-10-10 FERTILIZER PER ACRE.
BARE R00T PLANTINGS
1, PLANT BARE ROOT SHRUBS AND TREES IN AREAS AS INDICATED
ON THE PLANS,
2. PROVIDE TWO TO FOUR ROWS OF PLANTINGS AT A 12 -FT SPACING
TO YIELD A 24 -FT TO 48 -FT -WIDE PLANTED BUFFER (IN
ACCORDANCE WITH PLANTING PLAN) ON EACH SIDE OF CHANNEL.
3. LOOSEN COMPACTED SOIL AND PLANT IN HOLES FORMED WITH A
ROW SPACING MATTOCK, DIBBLE BAR OR EQUAL.
4. PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO
PREVENT CROWDING OF ROOTS.
5. ROOTS SHALL BE KEPT MOIST DURING TRANSPORTATION,
DISTRIBUTION, AND INSTALLATION.
6. PLANTS SHALL BE HEELED -IN INTO MOIST SOIL IF NOT PROMPTLY
PLANTED AFTER DELIVERY TO THE PROJECT SITE.
LIVE STAKES:
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED.
3. STAKES SHALL BE INSTALLED ORTHOGONALLY TO THE BANK AND
WITH BUDS POINTING UPWARDS.
4. STAKES SHALL BE )4 TO 2 INCHES IN DIAMETER AND 2 TO 3 FEET
IN LENGTH.
5. AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE
PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3 INCHES
AND NO MORE THAN 6 INCHES ABOVE THE GROUND.
COMMONNAME I saENTIFICNAME I DENSITY I %MIX
�— 1ST LIVE STAKE ROW SHALL BE
AT LEAST 1.5' FROM TOE OF
RIFFLE SECTION CHANNEL OR AT TOP OF RANK,
WHICHEVER DISTANCE IS SHORTER
NOT TO SCALE
Chestnut Oak
Quercus montane
omstory
Bare Root
22
2.34
51
Joe -P a Weed Euplonm fWubsum 4
Scalet Oak Quercus falcate o\emtory Bare Root 22 234 51
ICwtongue IPenicon clarMesflnran 8
Mockemut HickoryCaW fonenrose owastory Bare Root 22 234 51
I 1Tms 40
P M Hickoryre oetst Bare Root 22 2.34 51
SEEDING
PLANTING DATES SEED TYPE DENSITY
Ibelaore
Dogwood Cbmus 170*6 meml Bare Root 22 234 51
Ironwood Ca cadiniana ow rot Bae Root 22 2.34 51
TMi Poplar Lirladendrm tu4' era owlst Bare Root 22 2.34 51
White Oak Quercus alba vent Bare Root 22 2.34 51
Jan 1 - M 1 Whit or Grain 50
Service AmeWIchieraftma mkW Bae Root 22 2.34 51
Solrwood Ox)dandlm srbu'sum MkJet Bare Ract 22 2.34 51
May 1 - August 15 Brown T Millet ZO
Witch Hazel h0mameas N 'Nana midst Bare Rout 22 2.34 51
Mrucdwin I wiwd kdmiw WItIbliw ,nor.,.., e� eY. w.. .. �. c.
Aug 15 -Dec 31 Whert or Gnin 50
POOL SECTION
NOT TO SCALE
IST LIVE STAKE ROW
SET AT EDGE OF LOW
WATER ON OUTSIDE
OF BEND
NATE_ PLANT SPECIES TO BE INSTALLED SHALL BE DEPENDENT ON SPECIES AVAILABILITY,
CONTRACTOR MAY MODIFY COMPOSITION AS APPROVED BY ENGINEER.

oEngineering
reek
Excws RI G s ENVIRONMENTAL CONSULTING
- - - LICENSE N0, P-0117
h -11I.. NC 26801
P E R M i DRAWINGS PHONE: [phone] W".1/OLPCR9RKENC CON
'�"R PEACHTREE CREEK RESTORATION PROJECT
NOT FO CONSTRUCTION RESOURCE INSTITUTE, INC.
PLANTING PLAN
END PROJECT B//2/2017 ®. sc 1078 P-2
N 35.079635'
♦ W 83.963731' ... .... _, ., ... . .
DEER WATCH LLC 1
PARCEL; 551204503456000 +
+ �r
+ PROPOSED BANK,
STABILIZATION
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Ir aPARCEL:f '�?' STREAMSIDE PLANTING
551204612:52000 2 w
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(LIVE ST UPLAND PLANTING AREA
24' OFFSET FROM PROPOSED
: , as PROPOSED BANK
ICKY J. STILES , d TOP OF BANK 2.62 AC
�. PARCEL: 5511026919940000 1��`-A` *�£�` <° a< . STABILIZATION EXISTING. ( )
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t N 35,08432778'
„ W 83.9585361 1'-_.
-71
1
RICK J. STILES +
i
PARCEL: 551204712189000
F. + ++ ,
EXISTING •
PEACHTREE
i
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♦
i
4
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PARCEL: Ro51204727257000
s
z RICK J, STILES
'` +
` PARCEL: 551204712189000 , .+�!' .++♦ + + +—++ +—+�+ y
PROPOSED
EXISTING STREAM . 4+.+ ♦PEACHTREE PROPOSED CROSSING (FORD) )CREE
-
STREAM 1
CROSSING
K SITE ACCESS (FORD) \
(EXISTING FARM ROAD)
Aim
i
3
x
0 700 300
'}4ti iii F
SCALE IN FEET
NOTE: PROPERTY BOUNDARIES, EASEMENTS, FENCE, AND
UTILITIES NOT SURVEYED. APPROXIMATE LOCATIONS ONLY.