20200793 Ver 1_401 Application_20200616

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#*
20200793
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Andrew Moore:eads\awmoore3
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:* 401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r New Project r New Project Existing ID
r Pre -Application Submittal r More Information Response
r Other Agency Comments r Stream or Buffer Appeal
r For the Record Only (Courtesy
Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Elizabeth J. Edelstein Paden, PE
Who is submitting the infornation?
Email Address: [e-mail]
Project Information
Project Name: Little Ivy Stream Restoration Project
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Madison
Please upload all files that need to be submited.

Click the upload button or drag and drop files here to attach docurrent
0_Supporting_Documentation_Cover.pdf
100.13KB
1 _Vicin ity_Topo_Map. pdf
3.44MB
2_Soil_Survey_Map.pdf
393.42KB
3_lmpacts_Figure.pdf
6.3MB
4_Design_Calculations.pdf
686.14KB
5—Metcalf CPA52.pdf
633.93KB
6_NCNHP.pdf
907.15KB
7_NC_SHPO.pdf
380.2KB
8—Mutual Agreement_Form.pdf
123.51 KB
9_USDA Agreement_to Allow Installation_of_Con...
368.71 KB
10 Agent_Authorization_Forms.pdf
475.81 KB
11 _Deeds. pdf
420.71 KB
12_Little_lvy_Plans_signed.pdf
25.05MB
2020-06-15 Little Ivy PCN Cover Letter.pdf
144.81 KB
2020-06-15 PCN-Form-v1 3 Dec 2008- WORD
333.33KB
version.pdf
Only pdf or lom files are accepted.
Describe the attachments
or comments:
Attached is a pdf of a submittal Cover Letter, a signed and completed PCN Form, and all supporting
documents including a signed and sealed Plan Set.
Sign and Submit
V By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
a I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
a I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
a I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
a I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in automatically.

June 16, 2020
File: Little Ivy Stream Restoration Project
Madison County, NC
French Broad River Basin, CU 06010105

Attention:
NC DEQ – Division of Water Resources
401 & Buffer Permitting Unit Supervisor
512 North Salisbury St.
Raleigh, North Carolina 27604

Reference: Little Ivy Stream Restoration Project
Section 401 Permit

Resource Institute, Inc. (RI) is seeking approval from the NC DEQ for a Section 401 Permit for
construction of the Little Ivy Stream Restoration Site (the Site) in Madison County, North Carolina.
Restoration is proposed for approximately 571 linear feet of California Creek, 481 linear feet of Paint
Fork Branch, and 687 linear feet of Little Ivy Creek.

Funding for the proposed restoration efforts is being coordinated by RI and the Natural Resources
Conservation Service (NRCS) and is a combination of state funding and the NRCS Environmental
Quality Incentives Program (EQIP).

RI has contracted with Stantec Consulting Services Inc 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 Little Ivy (Metcalf) Stream Restoration project (the Site) is located approximately 2.7 miles east
of Mars Hill, in Madison County, NC. The upstream end of the project lies at LAT/LONG 35.82098611
º N, 82.50309722ºW. The Site drains to the French Broad River (USGS 8-digit Hydrologic Unit Code
06010105). The majority of the project property is privately owned by Mr. Clifton Metcalf with
smaller portions owned by Ms. Jane Barrow, the Madison County Board of Education and Ms.
Judith Futch.

Property and Land Use
Historic land use at the Site has consisted primarily of agricultural production. Additional land use
practices, including excavation of drainage ditches, maintenance and removal of riparian
vegetation and relocation, dredging, and straightening of streams have contributed to the
June 16, 2020
Page 2 of 3
Reference: Seniard Creek Mitigation Site Erosion Control Plan Review

unstable channel characteristics, and degraded water quality. Previous efforts by others to
reinforce the channels of Paint Fork, California Creek, and Little Ivy Creek on the site have also led
to greater instability, particularly at the confluence of Paint Fork and California Creek. Current
stream conditions at the Site consist of incised channels with unstable banks and limited riparian
buffers.

Restoration Goals and Objectives
The goal of the project is to restore ecological function to the existing streams, floodplains and
riparian corridors. Measures to promote functional uplift will include returning the degraded
streams to a stable condition, restoring floodplain connectivity, and revegetating the riparian area
with native plant species appropriate for the given valley and watershed conditions. Benefits of
grading activities will be to improve riparian hydrology and increase hydrologic access of the
floodplain for overbank flows. Stream restoration activities will also yield improved water quality by
re-establishment of a wooded riparian area and stabilized stream banks resulting in reduced
downstream sediment load. Improvement of terrestrial and aquatic habitats will result from re-
establishment of native vegetation in the riparian buffer, improved landform complexity
associated with the floodplain grading, and improved stream habitat complexity.

Existing Conditions
The watershed is partially forested, with agricultural and low-density residential land use composing
the remainder. The majority of the land within the Site boundary has been in agricultural production
for at least the last twenty-five years.

California Creek flows from northwest to southeast until it merges with Paint Fork towards the middle
of the project site. From here, Little Ivy Creek flows southwest towards Ivy Creek with a contributing
watershed of approximately 38.6 square miles. Many of the channel banks throughout the site are
actively eroding bluffs which contribute significantly to the sediment input into Ivy Creek.

Restoration Methods
To correct erratic meander behavior, a geomorphically stable pattern, consistent with a Type-Bc
stream, will be returned to Paint Fork Branch and California Creek by realigning the channel and
repairing actively eroding banks. Channel dimensions and alignment along Little Ivy Creek will be
returned to a stable Type-C stream. 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, stream impacts will occur along approximately 2,042 linear feet of California
June 16, 2020
Page 3 of 3
Reference: Seniard Creek Mitigation Site Erosion Control Plan Review

Creek, Paint Fork Branch and Little Ivy Creek in order to construct the channels along the proposed
alignments, repair deteriorating banks and provide approximately 1,739 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.

Summary
Stantec anticipates significant superficial ground disturbance will occur during construction
activities due to the use of heavy equipment in the installation of stream restoration components.
These activities are necessary to reverse the extensive degradation of the Sites streams, resulting
from a history of erosion and human manipulation. The temporary disturbance caused by this
project will result in the long-term enhancement and restoration of stable stream functions, and the
improvement of aquatic, terrestrial and avian habitat.

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.

Respectfully,

Stantec Consulting Services, Inc.

Elizabeth J. Edelstein Paden, P.E
Project Engineer

Electronic Attachments:
Pre-Construction Notification
Construction Plans, PDF, Half -Size
Electronic Copy of Supporting Documents

Page 1 of 12
PCN Form – Version 1.3 December 10, 2008 Version

Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?

For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:

Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No

1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Little Ivy Creek Restoration
2b. County: Madison
2c. Nearest municipality / town: Mars Hill
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008

Page 2 of 12
3. Owner Information
3a. Name(s) on Recorded Deed:
1) Clifton B Metcalf, Marie Metcalf
2) Jane M. Barrow
3) Madison County Board of Education
4) Paul R Smith, Judith I Futch
3b. Deed Book and Page No.
1) 511/545
2) 490/483
3) 000/000
4) 180/204
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address:
1) 30 Harrell Dr
2) 2938 Beech Glen Road
3) 5738 US HWY 25-70
4) 660 Blue Herron Rd
3e. City, state, zip:
1) Lake Junaluska, NC 28754
2) Mars Hill, NC, 28754
3) Marshall, NC, 28753
4) Mars Hill, NC, 28754
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
(if applicable): Resource Institute, Inc.
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: Elizabeth J. Edelstein Paden, P.E.
5b. Business name
(if applicable): Stantec Consulting Services Inc.
5c. Street address: 2127 Ayrsley Town Blvd., Suite 300
5d. City, state, zip: Charlotte, NC, 28273
5e. Telephone no.: [phone]
5f. Fax no.:
5g. Email address: [e-mail]

Page 3 of 12
PCN Form – Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1) 9767-11-9462
2) 9767-11-4416
3) 9767-11-1380
4) 9767-10-7652
1b. Site coordinates (in decimal degrees): Latitude: 35.819697 Longitude: - 82.503678
1c. Property size:
1) 29.1 acres
2) 2.05 acres
3) 6.57 acres
4) 18.53 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Ivy Creek
2b. Water Quality Classification of nearest receiving water: WS-11; HQW
2c. River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/ French Broad
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 predominantly located on the property identified with PIN 9767-11-9462. This property, and
many adjacent properties, are used for agricultural production. Site streams exhibit excessive erosion and instabilities due
to these agricultural practices. Previous efforts by others to reinforce the channels of Paint Fork, California Creek, and
Little Ivy Creek on the site have led to greater instability, especially at the confluence of Paint Fork and California Creek.
3b. List the total estimated acreage of all existing wetlands on the property:
0.00
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,042 ft
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 as well as to restore stability at the confluence of Paint
Fork and California Creek.
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 Paint Fork, California Creek, and Little Ivy Creek.
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 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.

Page 4 of 12
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
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 the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.

Page 5 of 12
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.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
W1 P T Yes
No
Corps
DWQ
W2 P T Yes
No
Corps
DWQ
W3 P T Yes
No
Corps
DWQ
W4 P T Yes
No
Corps
DWQ
W5 P T Yes
No
Corps
DWQ
W6 P T Yes
No
Corps
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.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P T Stream
Restoration California Creek PER
INT
Corps
DWQ 20 803
S2 P T

Stream
Restoration
Paint Fork PER
INT
Corps
DWQ 17 641
S3 P T Stream
Restoration Little Ivy Creek PER
INT
Corps
DWQ 23 598
S4 P T PER
INT
Corps
DWQ
S5 P T PER
INT
Corps
DWQ
S6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 2042
3i. Comments: Proposed stream restoration efforts will include the channel realignment of California Creek, Paint Fork and
Little Ivy Creek to correct erratic meander behavior and construct a geomorphically stable pattern. Channel dimensions will
also be corrected to reduce active erosion and improve floodplain connectivity. These restoration efforts will result in

Page 6 of 12
permanent impacts to the existing streams but will yield a long-term improvement to stable stream functions and habitat.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID
number
5b.

Proposed use or purpose
of pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

Page 7 of 12
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.

Reason
for
impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments:

Page 8 of 12
PCN Form – Version 1.3 December 10, 2008 Version
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. Construction staging will occur in current agricultural production, outside of existing vegetation.
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
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type 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:

Page 9 of 12
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? If yes, you will have to fill out this entire form – please
contact the State for more information.
Yes No

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).

6h. Comments:

Page 10 of 12
PCN Form – Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers
identified within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0 %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: There is no increase in impervious area
between pre and post construction conditions.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:

2e. Who will be responsible for the review of the Stormwater Management
Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? Madison County
3b. Which of the following locally-implemented stormwater management
programs apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval
been attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management
programs apply (check all that apply):
Coastal counties
HQW
ORW
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

Not applicable

Page 11 of 12
PCN Form – Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. 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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
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
additional development, which could impact nearby downstream water quality? Yes No
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 12 of 12
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
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 (attached), North Carolina Natural Heritage Program data viewer (attached)
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
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NRCS internal process – Form CPA-52 (attached), NC SHPO web GIS services (attached)
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 proposed activities will require a CLOMR to 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

Elizabeth J. Edelstein Paden

Applicant/Agent's Printed Name

_______________________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)

6/16/2020

Date

Little Ivy Stream Restoration Project
Supporting Documentation

1. Vicinity/Topographic Map
2. Soil Survey Map
3. Impacts Figure
4. Design Calculations
5. NRCS-CPA-52 Form
6. NCNHP
7. NCSHPO
8. Mutual Agreement Form
9. USDA Agreement to Allow Installation of Conservation Practices Forms
10. Agent Authorization Forms
11. Most Current Deeds for the Site
12. Little Ivy Stream Restoration Project Plan Set (Signed/Sealed)

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Ivy
California
Lankford Mtn
Whiteoak
Knob
Willis Gap
Mid Mtn
59
60
61
62
63
64
65
66
67
68
69
70
58
3971000mN
59
60
61
62
63
64
65
66
67
68
69
70
3958000mN
71
55 56 57 58 59 60 61 62 6354 364000mE
55 56 57 58 59 60 61 62 63
354000mE 64
35.7500°
35.8750°
-82.6250°-82.5000°
35.8750°
35.7500°-82.5000°-82.6250°
QUADRANGLE LOCATION
MARS HILL QUADRANGLE
NORTH CAROLINA
7.5-MINUTE SERIES
MARS HILL, NC
2019
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WD
Secondary Hwy Local Road
Interstate Route State RouteUS RouteWX./H
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.18
CONTOUR INTERVAL 40 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
10.50
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
×
Ø
GN
MN
0°55´
16 MILS
6°48´
121 MILS
UTM GRID AND 2019 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
LV
Grid Zone Designation17S
U.S. National Grid
100,000 - m Square ID
NORTH
CAROLINA
1 White Rock
8 Craggy Pinnacle
2 Sams Gap
3 Bald Creek
4 Marshall
5 Barnardsville
6 Leicester
7 Weaverville
ADJOINING QUADRANGLES
6
3
5
87
4
21
Imagery.....................................................NAIP, June 2016 - November 2016
Roads......................................... U.S. Census Bureau, 2016
Names............................................................................GNIS, 1980 - 2019
Hydrography...............................National Hydrography Dataset, 2003 - 2019
Contours............................................National Elevation Dataset, 2008
Boundaries..............Multiple sources; see metadata file 2017 - 2018
Wetlands.................FWS National Wetlands Inventory 1984 - 1986
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid:Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.*7643016378966*NSN.7643016378966NGA REF NO.USGSX24K27807PROJECT LOCATION
Soil Map—Madison County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
6/3/2020
Page 1 of 339646903964780396487039649603965050396514039652303964690396478039648703964960396505039651403965230363790363880363970364060364150364240364330364420364510364600
363700 363790 363880 363970 364060 364150 364240 364330 364420 364510 364600
35° 49' 19'' N 82° 30' 31'' W35° 49' 19'' N82° 29' 55'' W35° 49' 0'' N
82° 30' 31'' W35° 49' 0'' N
82° 29' 55'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 200 400 800 1200
Feet
0 50 100 200 300
Meters
Map Scale: 1:4,150 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
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: Madison County, North Carolina
Survey Area Data: Version 16, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 23, 2011—Nov
28, 2017
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.
Soil Map—Madison County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
6/3/2020
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BkC2 Braddock clay loam, 8 to 15
percent slopes, moderately
eroded
0.2 0.3%
BkD2 Braddock clay loam, 15 to 30
percent slopes, moderately
eroded
2.0 3.0%
CtD2 Clifton clay loam, 15 to 30
percent slopes, moderately
eroded
0.2 0.3%
CtE2 Clifton clay loam, 30 to 50
percent slopes, moderately
eroded
2.5 3.7%
FrA French loam, 0 to 3 percent
slopes, occasionally flooded
20.4 29.9%
MwD Mars hill-Walnut complex, 15
to 30 percent slopes, stony
2.3 3.3%
MwE Mars hill-Walnut complex, 30
to 50 percent slopes, stony
25.1 36.8%
TaC Tate loam, basin, 8 to 15
percent slopes
0.0 0.0%
TaD Tate loam, basin, 15 to 30
percent slopes
4.2 6.2%
Ud Udorthents, loamy 1.9 2.8%
UfB Udorthents-Urban land
complex, 0 to 5 percent
slopes, occasionally flooded
1.4 2.0%
UhE Udorthents-Urban land
complex, 2 to 50 percent
slopes
2.6 3.8%
UsB Unison loam, 2 to 8 percent
slopes
1.6 2.3%
UsC Unison loam, 8 to 15 percent
slopes
3.8 5.5%
Totals for Area of Interest 68.2 100.0%
Soil Map—Madison County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
6/3/2020
Page 3 of 3
OHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE
OHEProject No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC1726211082020.05.01NOT FOR CONSTRUCTIONN
SaveDate: 2020/06/15 2:43 PM Login: Just, Samv:\1726\active\172621108\03_data_design\05_permitting\401_404\2020-06-11 impacts figure.dwg
RevisionByAppdYYYY.MM.DDFile Name: 2020-06-11 IMPACTS FIGURE060'120'0PROPOSED IMPACTSXAS NOTED1SPJEJEPCMEBEECH GLEN RDCALIFORNIA CREEK RDN
Project:
Project No.:
Client:
Contract No.:
County/State:
Hydro‐Physio Province:
WBKF :
ABKF :
dMEAN :
QBKF :
WBED :
dMAX :
WBKF :(Not Used in Calculations)
dMAX :(Not Used in Calculations)
(mi2)(ft)(ft2)(ft) (ft) (ft) (ft) (ft) (ft)
California Creek 24.3 56.4 153.2 2.8 50.4 3.5 282 113 113
Paint Fork 14.3 46.4 107.9 2.4 39.7 3.1 232 93 93
Little Ivy 38.6 66.9 208.1 3.2 62.1 4.0 335 134 134
EJEP
Design Status
Regional Curve Equations
Coefficient
14.53496
Reach
1.0 Conceptual Design
Estimated Channel Values from Regional Curves
Little Ivy Creek
172621108
RI
XXXXX
Madison County, NC
Draft
6/9/20
17.36
Coefficient Exponent
0.3693
1.64794
0.39
0.27
Exponent
1.1771
55.425
12
1.5
0.45
0.27
18.559 0.6616
NC Mountains
Estimated Dimensions from Regional Curves
Drain. 
Area WBKF ABKF dMEAN WBED dMAX
Pool 
Spacing Rc Tangent 
Length
Approximate Equations
0.2697
0.7874
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project:
Project No.:
Client:
Contract No.:
County/State:
Begin End Begin End
California Creek 12+36 20+39 10+00 15+71
Paint Fork 51+72 58+34 50+00 54+81
Little Ivy 20+39 24+48 15+71 22+58
Madison County, NC
172621108
RI
XXXXX
1.1 Reach Locations
Little Ivy Creek
DescriptionReach
Bridge to confluence with California
Confluence to end of project area
Bridge to confluence with Paint Fork
Existing Thalweg 
Stationing
Proposed Design 
Stationing
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project:
Project No.:
Client:
Contract No.:
County/State:
Bankfull 2‐yr 5‐yr 10‐yr 50‐yr 100‐yr
(mi2)(cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
California Creek 24.30 683 1268 2098 2761 4565 5472
Paint Fork 14.3 450 874 1465 1943 3260 3929
Little Ivy 38.6 984 1754 2870 3750 6125 7308
Discharge Method Used: USGS Regional Regression
Hydro‐Physio Province:NC Mountains
Regional Regression Equations Bankfull Regional Equation
Hydrologic Contour:7.00 Event Coef Exp Event Coef Exp
Watershed Length:N/A 2‐yr 135 0.702 Bankfull 55.425 0.7874
Watershed Width:N/A 5‐yr 242 0.677
Percent Forest:N/A 10‐yr 334 0.662
25‐yr 476 0.645
50‐yr 602 0.635
100‐yr 745 0.625
200‐yr 908 0.616
500‐yr 1160 0.605
Estimated Discharges
2.1 Discharge Calculation Input
NCDOT Rural Equations
2.0 Discharge Calculations
XXXXX
Madison County, NC
Little Ivy Creek
172621108 6/9/20
Draft
RI EJEP
Drainage 
Area    Reach
Design Status
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project:
Project No.:
Client:
Contract No.:
County/State:
Design Equations Regional Regression Equations
Coef Exp Coef Exp
Design Line 1 :9.9 0.37 Regional Curve :17.4 0.37 (NC Mountains)
Design Line 2 :9.5 0.37 Watershed Curve :9.9 0.37
Design Equations Regional Regression Equations
Coef Exp Coef Exp
Design Line 1 :7.4 0.66 Regional Curve :18.6 0.66 (NC Mountains)
Design Line 2 :7.0 0.66 Watershed Curve :9.5 0.66
Little Ivy Creek
172621108
RI
XXXXX
Madison County, NC
Design Status
Draft
6/9/20
EJEP
3.0 Hydraulic Geometry
1
10
100
0.0 0.1 1.0 10.0 100.0Bankfull WidthDrainage Area
Bankfull Width
On-site
Watershed 1
US-19
Dotson
Regional
Paint Fork ref
(Not Used)
Tom's Creek
Talbot's Branch
Power (Regional Curve)
Power (Watershed)
Power (Design Line 1)
Power (Design Line 2)
0.1
1.0
10.0
100.0
1000.0
0.0 0.1 1.0 10.0 100.0Cross Section AreaDrainage Area
Cross Sectional Area
On-site
Watershed 1
US-19
Dotson
Regional
Paint Fork ref
(Not Used)
Tom's Creek
Talbot's Branch
Power (Regional Curve)
Power (Watershed Curve)
Power (Design Line 1)
Power (Design Line 2)
Project: Little Ivy Creek
Project No.: 172621108
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
Design Equations Regional Regression Equations
Coef Exp Coef Exp
Design Line 1 :5.8 0.45 Regional Curve :12.0 0.45 (NC Mountains)
Design Line 2 :5.0 0.45 Watershed Curve :6.3 0.45
Design Equations Regional Regression Equations
Coef Exp Coef Exp
Design Line :1.1 0.27 Regional Curve :1.5 0.27 (NC Mountains)
Watershed Curve :1.2 0.27
3.1 Hydraulic Geometry
Design Status
Draft
6/9/20
EJEP
1
10
100
0.0 0.1 1.0 10.0 100.0Bed WidthDrainage Area
Bed Width Design
On-site
Watershed 1
US-19
Dotson
Regional
Paint Fork ref
(Not Used)
Tom's Creek
Talbot's Branch
Power (Regional Curve)
Power (Watershed Curve)
Power (Design Line 1)
Power (Design Line 2)
0.1
1.0
10.0
0.0 0.1 1.0 10.0 100.0Max DepthDrainage Area
Max Depth
On-site
Watershed 1
US-19
Dotson
Regional
Paint Fork ref
(Not Used)
Tom's Creek
Talbot's Branch
Watershed Curve
Power (Regional Curve)
Power (Watershed Curve)
Power (Design Line)
Project: Little Ivy Creek
Project No.:
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
Design Section
Coef Exp WBKF 56.4 32.2 30.0 0.0 34.8
WBED 5.80 0.45 62% 108% 116% #DIV/0!
dMAX 1.10 0.27 WBED 50.4 26.5 24.8 24.4
Bank Slope 2.5 (H:1)48% 92% 98%
Thalweg Ratio 0.3 WTHL 15.1 7.9 4.5 7.3
Toe Depth Ratio 0.8 48% 92% 163%
Bench Width Ratio 0.4 dMAX 3.5 2.8 1.8 0.0 2.6
Bench Slope 8 (H:1)73% 92% 145% #DIV/0!
Drainage Area 24.30 (sq. mi.)dTOE 2.8 2.3 1.3 2.1
73% 92% 157%
ABKF 153.2 78.0 43.3 69.9
46% 90% 161% #VALUE!
dMEAN 2.72 2.42 1.44 2.01
74% 83% 139% #VALUE!
P 58.7 33.8 30.7 35.6
61% 105% 116% #VALUE!
Hydr. R 2.61 2.31 1.41 1.96
75% 85% 139% #VALUE!
W/d Ratio 20.8 13.3 20.8 17.3
83% 130% 83% #VALUE!
5.0 Design Section 1
Regional 
Curve
Ref/ 
Wtrshed
Quick 
Section
Detailed 
Section
Design 
Section
Section Comparisons
Design Status
Draft
6/9/20
EJEP
California Creek‐QS10
Point of Comparison
172621108
2.0
7.0
12.0
17.0
10.0 15.0 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 85.0 90.0
Regional Curve Reference/Watershed Quick Section Detailed Section Design Section
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project: Little Ivy Creek
Project No.: 1.73E+08
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
Design Section
Coef Exp
WBKF 46.4 26.5 23.0 0.0 28.2
WBED 5.80 0.45 61% 107% 123% #DIV/0!
dMAX 1.10 0.27
WBED 39.7 20.9 19.5 19.2
Bank Slope 2.5 (H:1) 48% 92% 98%
Thalweg Ratio 0.3 WTHL 11.9 6.3 3.5 5.8
Toe Depth Ratio 0.8 48% 92% 165%
Bench Width Ratio 0.4 dMAX 3.1 2.5 2.1 0.0 2.3
Bench Slope 8 (H:1)73% 92% 107% #DIV/0!
Drainage Area 14.30 (sq. mi.) dTOE 2.5 2.0 2.0 1.8
73% 92% 93%
ABKF 107.9 55.0 43.2 48.4
45% 88% 112% #VALUE!
dMEAN 2.33 2.08 1.88 1.72
74% 83% 91% #VALUE!
P 48.0 27.8 24.7 29.0
60% 104% 117% #VALUE!
Hydr. R 2.25 1.98 1.74 1.67
74% 84% 96% #VALUE!
W/d Ratio 19.9 12.8 12.3 16.5
83% 129% 134% #VALUE!
Design Status
Regional 
Curve
Ref/ 
Wtrshed
Quick 
Section
Detailed 
Section
Design 
Section
Section Comparisons
5.1 Design Section 2
Draft
Point of Comparison
Paint Fork ‐ QS3
6/9/2020
EJEP
2.0
7.0
12.0
17.0
25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0
Regional Curve Reference/Watershed Quick Section Detailed Section Design Section
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project: Little Ivy Creek
Project No.: 172621108
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
Design Section
Coef Exp
WBKF 66.9 38.3 27.5 0.0 41.8
WBED 5.80 0.45 63% 109% 152% #DIV/0!
dMAX 1.10 0.27 WBED 62.1 32.6 21.5 30.0
Bank Slope 2.5 (H:1)48% 92% 140%
Thalweg Ratio 0.3 WTHL 18.6 9.8 4.0 9.0
Toe Depth Ratio 0.8 48% 92% 225%
Bench Width Ratio 0.4 dMAX 4.0 3.2 2.2 0.0 2.9
Bench Slope 8 (H:1)73% 92% 133% #DIV/0!
Drainage Area 38.60 (sq. mi.)dTOE 3.2 2.6 1.7 2.4
73% 92% 136%
ABKF 208.1 105.9 48.5 96.3
46% 91% 198% #VALUE!
dMEAN 3.11 2.77 1.76 2.30
74% 83% 131% #VALUE!
P 70.2 40.3 28.5 42.8
61% 106% 150% #VALUE!
Hydr. R 2.97 2.63 1.70 2.25
76% 86% 132% #VALUE!
W/d Ratio 21.5 13.8 15.6 18.2
84% 131% 117% #VALUE!
6/9/2020
EJEP
Regional 
Curve
Ref/ 
Wtrshed
Quick 
Section
Detailed 
Section
Design 
Section
Section Comparisons
Point of Comparison
QS 23 ‐ Little Ivy
5.2 Design Section 3
Design Status
Draft
5.0
10.0
15.020.025.030.035.040.045.050.055.060.065.070.075.080.085.0
Regional Curve Reference/Watershed Quick Section Detailed Section Design Section
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project: Little Ivy Creek
Project No.:
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
WBKF WBED WTHAL WBENCH dMAX dTOE
(mi2)(H:1)
California Creek 24.3 1 34.8 24.4 7.3 12 2.60 2.08 2.5
Paint Fork 14.3 1 28.2 19.2 5.8 10 2.26 1.80 2.5
Little Ivy 38.6 1 41.8 30.0 9.0 15 2.95 2.36 2.5
California Creek 1.1 20.9 17.4 1.5 3.90
Paint Fork 1.1 16.9 14.1 1.5 3.38
Little Ivy 1.1 25.1 20.9 1.5 4.42
172621108
Reach
Pool Dimensions
Width 
Ratio WIN WOUT
dPOOL/dMAX 
Ratio dPOOL
Bank 
Slope
Draft
6/9/20
EJEP
Design Status
6.0 Typical Section Dimensions
Drainage 
Area    Design 
SectionReach
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project: Little Ivy Creek
Project No.: 172621108
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
California Creek B 69.9 35.6 1.96 2.01 17.3 0.0
Paint Fork B 48.4 29.0 1.67 1.72 16.5 0.0
Little Ivy B 96.3 42.8 2.25 2.30 18.2 0.0
EJEP
6.1 Hydraulic Dimensions
Entrench 
RatioStream Type ABKF PWET RHYD
Draft
Reach dMEAN W/D Ratio
Design Status
43991
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Pool Spacing/WAVG Pool Spacing Belt Width
min target max min target max min target max
California Creek 3.9 5.2 6.5 114.6 152.8 190.9 44.4 59.2 74.0
Paint Fork 4.1 5.4 6.8 96.2 128.2 160.3 35.6 47.4 59.3
Little Ivy 3.9 5.3 6.6 141.8 189.0 236.3 53.9 71.8 89.8
Reach
6.2 Morphologic Dimensions
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project: Little Ivy Creek
Project No.: 172621108
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
Arm Throat Buried Total
Reach Length Width Length Log
(L) (W) (X) Length Length Width Depth
California Creek 39.0 12.0 8 55
Paint Fork 31.0 9.0 8 47
Little Ivy 48.0 14.0 8 64
6.4 Structure Dimensions
Draft
Boulder Size
EJEP
6/9/20
Design Status
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Project: Little Ivy Creek
Project No.: 172621108
Client: RI
Contract No.: XXXXX
County/State: Madison County, NC
DMAX S D50 S
(mm) (ft/ft) (mm) (ft/ft)
California Creek 1.96 0.022 1.65 64 0.0039 0.043 1.65 45 0.0053
Paint Fork 1.67 0.016 1.65 71 0.0037 0.035 1.65 19 0.0022
Little Ivy 2.25 0.017 1.65 112 0.0046 0.042 1.65 45 0.0045
California Creek 1.96 0.022 1.65 64 0.0039 0.043 1.65 45 0.0053
Paint Fork 1.67 0.016 1.65 71 0.0037 0.035 1.65 19 0.0022
 Little Ivy 2.25 0.017 1.65 112 0.0046 0.042 1.65 45 0.0045
Min Max
California Creek Moderate 90% 110%0.0048 to 0.0059
Paint Fork Low 80% 100%0.0017 to 0.0022
Little Ivy Moderate 90% 110%0.0041 to 0.0050
California Creek Moderate 90% 110%0.0035 to 0.0042
Paint Fork Low 80% 100%0.0029 to 0.0037
 Little Ivy Moderate 90% 110%0.0041 to 0.0050
Reach
Reach
Draft
6/9/20
EJEP
Calculation Method
Percent Calculated 
Slope
Hydraulic 
Radius (ft)
Largest Particle Calculations
τ*
Design Status
ϒS
Representative Particle Calculations
τ*ϒS
7.0 Competence Calculations
Design  Slope Range             
(ft/ft)
Sediment 
Load
Representative Particle
Representative Particle
Representative Particle
Largest Particle
Largest Particle
Largest Particle
V:\1726\active\172621108\03_data_design\02_analysis\stream\21108_channel_design (ver2017‐02) 6/9/2020
Little Ivy: V-Ditch Calculations Source:

Rational Method:
Q=ciA
- A = 532,200.4 (sf) = 12.2 (Ac) Drainage area: Arcmap
- i= 0.114 (in/hour) 2-year, 24-hour rainfall intensity: NOAA
- i= 0.143 (in/hour) 5-year, 24-hour rainfall intensity: NOAA
- c= 0.15 Runoff coefficient for wooded areas:
NCDEQ Stormwater Design Manual
Q2-year= 0.21 cfs
Q5-year=0.26 cfs

Channel Slope:
- L= 78.3 ft
- Elev. Change = 2090.32 (Lidar) - 2083.36 (Little Ivy Toe) = 6.96 ft
- Sw= 8.9 %

Manning n = 0.027 Chow, 1959

Normal Depth (D) = 0.20 ft Open Channel Flow Calculator, LamarUniv.

Shear Stress:
τ = γDSw
- Sw = 0.089 ft/ft
- D = 0.2 ft
- γ = 62.4 lb/ft3
τ = 1.11 lb/ft2

Coir Matting Shear Allowable: 1.55 lb/ft2 NCDOT Erosion and Sediment Control
Design and Construction Manual, Page 56
Factor of Safety: 1.4
,000
D0000000�oo
FF-
00000000�00
00000000�00
00000000000
00000000000
00000000�00
00000000000
00000000000
00000000�00
�����000000
0 00000000
00000000�00
00000000�00
00000000�00
00000000�00
00000000�00
00000000000
00000000�00
00000000�00

Natural Resources conseryationservtoe A. Client Name: Clifton B. Metcalf
ENVIRONMENTAL EVALUATION WORKSHEET B. Conservation Plan ID # (as applicable):
Program Authority (optional):
D. Client's Objective(s) (purpose): C. Identification # (farm, tract, field #, etc. as required):
Repair eroding stream bank I Farm 949, Tract 1456
Need for Action:
eral attempts have been
le to stabilze channel along
reach to no avail Stream
k still eroding.
� Action v if RMS Alternative 1 d if RMS
will likely result in continued [hile
stall additional stream channel and
rk erosion and sedimentation of reambank stabilization measures to
orrect stream pattern and demensions
vegetating banks for further
m tiecuon -t— wow, analyze, record, ana 8aaress concerns identified through the Resources Inventory process.
See FOTG Section III - Resource Planning Criteria for guidance).
RMS
. Resource Concerns
I. Alternatives
nd Existing/ Benchmark
No Action Alternative 1 Alternative 2
onditions
Analyze and record the
xistingibenchmark
[conditionsfor each
identified concern)
Amount, Status,
Description
(Document both short and
long term impacts)
�a Amount, Status,
don Description
NOT
maO (Document both shod and
Pa long tern impacts)
41f Amount, Status,
does Description
NOT
meet (Document both short and
Pc long term Impacts)
qtf
does
NOT
A10
PC
SOIL: EROSION
xcessive bank erosion from streams,
hvrelines or water conveyance
No action will likely result in
continued streambank erosion and
sedimentation of stream
Utilize 580 and 584 along with 395
❑ for wildlife benefits in field 3 where
stream is located
NOT
❑
NOT
El
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
rganic matter depletion
No action will likely result in soil
r 1 Utilize 340, cover crop , in fields 1
❑
❑
quality decline due to organic
depletion and erosion
LJ and 2 to improve soil quality
NOT
NOT
NOT
Utilize cover crop for soil quality
improvements and erosion
meet
meet
meet
ntrol during periods when
aids are not cropped.
PC
PC
PC
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
■�.fI1, V�\. L/�VLVJ/ n.r.vvr� wrcwi rrni�n ■ ■ ■
o resource concern 6--,tdied
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
■WA 1 tK: WA I CK WUALI I Y Utt&KAUA I IUN I I i
cessrve se -ant - surface waters
No action will likely result in
❑ Utilize 580 and 584 along with 395
❑
❑
continued streambank erosion and
sedimentation of stream
for wildlife benefits in field 3 where
NOT stream is located
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
NOT
❑
NOT
❑
NOT
meet
meet
meet
PC
PC
PC
NRCS-CPA-52, March 2015

F. Resource Concerns
1. (continued)
nd Existing/ Benchmark
No Action
Alternative 1
Attemadve 2
Conditions
(Analyze and record the
xisting/benchmark
conditions for each
identified concern)
Amount, Status,
Pti
Descri on
(Document both short and
long term impacts)
JK
does
NOT
meet
PC
Amount, Status,
Description
(Document both short and
long term Impacts)
Jlr
does
NOT
n"m
Pc
Amount, Status,
Description
(Document both shop` and
long term impacts)
JK
does
NOT
PC
IR: AIR QUALITY IMPACTS1
o resource concern identified
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
ANIMALS: INADEQUATE HABITAT
FOR FISH AND WILDLIFE
o resource concern kMnbfied
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
NIMALS: LIVESTOCK PRODUCTION LIMIrAT10N
o resource concern ,der,WKTd
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
El❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
❑
❑
❑
NOT
NOT
NOT
meet
meet
meet
PC
PC
PC
HUMAN: ECONOMIC AND SOCIAL
CONSIDERATIONS
a ital
No Action Implementation
require
of this atemative will
extensive capital. Seek
Extensive capital required to
implement altemative 1
conservation
implementation.
program funding for possible
NRCS-CPA-52, March 2015

Special Environmental Concerns: Environmental Laws, Executive Orders, policies, etc.
In Section "G" complete and attach Environmental Procedures Guide Sheets for documentation as applicable. Items with a "•" may
require a federal permit or consultation/coordination between the lead agency and another government agency. In these cases,
ffects may need to be determined in consultation with another agency. Planning and practice implementation may proceed for
practices not involved in consultation.
G. Special Environmental
Concerns
(Document existing/
benchmark conditions)
J. impacts to Special Environmental
Concerns
No Action
A/temativie 1
Alternative 2
Document all impacts
(Attach Guide Sheets as
applicable)
it
needs(Attach
acbon
Document all impacts
Guide Sheets as
applicable)
x
needs(Attach
action
Document all impacts
Guide Sheets as
applicable)
it
needs
action
eCleanAirAct
Guide Sheet FS1 FS-2
No Effect
No Effect
•Clean Water Act / Waters of the
US
Guide Sheet Fact Sheet
No Effect
No Effect
El
.Coastal Zone Management
Guide Sheet Fact Sheet
No Effect
No Effect
oral Reefs
Guide Sheet Fact Sheet
No Effect
No Effect
•Cultural Resources / Historic
Properties
Guide Sheet Fact Sheet
No Effect
Lj
No Effect
Endangered and Threatened
pecies
Guide Sheet Fact Sheet
I
No Effect
Li
No Effect
Environmental Justice
Guide Sheet Fact Sheet
No Effect
No Effect
a
•Essential Fish Habitat
Guide Sheet Fact Sheet
No Effect
No Effect
Floodplain Management
Guide Sheet Fact Sheet
No Effect
❑
.this
No Effect
Utilize NRCS practice standards
and designs for implementation of
aftemative
Invasive Species
Guide Sheet Fact Sheet
No Effect
Effect
0
r
*Migratory Birds/Bald and
Golden Eagle Protection Act
Guide Sheet Fact Sheet
No Effect
No Effect
❑
Natural Areas
Guide Sheet Fact Sheet
No Effect
No Effect
Prime and Unique Farmlands
Guide Sheet Fact Sheet
No Effect
No Effect
Riparian Area
Guide Sheet Fact Sheet
No Effect
❑
No Effect
El
Scenic Beauty
Guide Sheet Fact Sheet
No Effect
lNo
Effect
101
NRCS-CPA-52, March 2015

r
Wetlands
No Effect
No Effect
Guide Sheet Fact Sheet
❑
❑
•Wild and Scenic Rivers
No Effect
No Effect
Guide Sheet Fact Sheet
_
❑
❑
❑
KOther Agencies and
Broad Public Concerns
i No Action
Aftemadve !
Alternative 2
Easements, Permissions, Public
eview, or Pemmits Required and
gender Consulted.
umulativve Effects Narrative
(Deskx'be the cumulative Impacts
red, including past,
nt and known future actions
rdless of who performed the
s)
L. Mitigation
(Record actions to avoid,
minimize, and compensate)
M. Preferred
Iternative
preferred
alternative
❑
0
El
Correction of channel demensions and
Supporting
bank stabilization will have a positive effect
reason
on water quality along this reach.
N. Context (Record context of alternatives analysis)
local
the signmcance of an action must be analyzed in several contexts such as society as a whole (human, national), the affected region, the
affected interests, and the locality.
3. Determination of Significance or Extraordinary Circumstances
ntensity: Refers to the severity of impact. Impacts may be both beneficial and adverse. A significant effect may exist even Wthe Federal
agency believes that on balance the effect will be beneficial. Significance cannot be avoided by terming an action temporary or by breaking it
town into small component parts.
f you answer ANY of the below questions "yes" then contact the State Environmental Liaison as there may be extraordinary
:ircumstances and significance Issues to consider and a site specific NEPA analysis may be required.
Yes
No
❑
Q
• 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
❑
0
critical areas?
• Are the effects of the preferred alternative on the quality of the human environment likely to be highly controversial?
❑
Q
• Does the preferred alternative have highly uncertain effects or involve unique or unknown risks on the human
environment?
❑ Q • Does the preferred alternative establish a precedent for future actions with significant impacts or represent a decision in
principle about a future consideration?
❑ a • 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?
❑ a • 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.
❑ Q • Will the preferred alternative threaten a violation of Federal, State, or local law or requirements for the protection of the
environment?
To the best of my knowledge, the data shown on this form is accurate and complete:
the case where a non-NRCS person (e.g. a TSP) assists with planning they are to sign the first signature block and then NRCS is to sign
s second block to verify the information's accuracy.
Signature (TSP If applicable)
A/,*, anove-1,
Title
District Conservationist
Title
d alternative is not a federal action where NRCS has control or responsibility and
other than the client then indicate to whom this is being provided.
Date
3/11/2015
NRCS-CPA-52, March 2015

The following sections are to be completed by the Responsible Federal Official RFO
is the O if the action is Subject to NRCScontrol and responsibility (e.g., actions financed, nded, assisted, conducted, regulated, or
roved by NRCS). These actions do not include situations in which NRCS is only providing technical assistance because NRCS cannot
trol what the client ultimately does with that assistance and situations where NRCS is making a technical determination (such as Farm Bill
[HEL or wetland determinations) not associated with the planning process.
NEPA Compliance Finding (check one)
referred alternative: Action required
❑
1) is not a federal action where the agency has control or responsibility.
Document in "R.1" below.
No additional analysis is required
2) is a federal action ALL of which is categorically excluded from further
❑
environmental analysis AND there are no extraordinary circumstances as identified
Document in "R.2" below.
In Section "O".
No additional analysis is required
3) is a federal action that has been sufficiently analyzed in an existing Agency state,
❑
regional, or national NEPA document and there are no predicted significant adverse
Document in "R.1" below.
environmental effects or extraordinary circumstances.
No additional analysis is required.
4) is a federal action that has been sufficiently analyzed in another Federal agency's
NEPA document (EA or EIS) that addresses the proposed NRCS action and its' effects
Contact the State Environmental
❑
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 Impact for an EA or Record of Decision for an EIS
formally adopted and available for
when adopting another agency's EA or EIS document. (Note: This box is not
tiering. Document in "RY' below.
applicable to FSA)
No additional analysis is required
❑
5) is a federal action that has NOT been sufficiently analyzed or may involve predicted
Contact the State Environmental
significant adverse environmental effects or extraordinary circumstances and may
Liaison. Further NEPA analysis
require an EA or EIS.
required.
R. Rationale Supporting the Finding
R.1
Environmental Quality Incentives Program. NRCS. Environmentai Assessment, December 2014
Findings Documentation
R.2
plicable Categorical
Exclusions)
(more than one may apply)
CFR Part 850 Compliance
Wdh NEPA, subpart 650.6
Categorical Exclusions states
prior to determining that a
pro posed action Is categorically
G uded under paragraph (d) of
is section, the proposed action
must meet six sideboard criteria.
See NECH sio.11e.
have considered the effects of Me alternatives on the Resource Concerns, Economic and Social Considerations, Special
vironmental Concems, and Extraordinary Circumstances as defined by Agency regulation and policy and based on that made the
finding Indicated above.
Signature of Responsible Federal Official:
�iD%w (Irinfy" District Conservationist 3111/2015
Signature Title Date
Additional notes
NRCS-CPA-52, March 2015

■ ■■■ Roy Cooper. Governor
00 0 NC DEPARTMENT OF Susi Hamilton, Secretary
■■L■■ NATURAL AND CULTURAL RESOURCES
IN won Walter Clark, Director, Land and Water Stewardship
NCNHDE-12242
June 11. 2020
Amber Coleman
Stantec
801 Jones Franklin Road
Raleigh, NC 27606
RE. Little Ivy Stream Restoration, 17261108
Dear Amber Coleman:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodnev.butlerWncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. NC 27699
& OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Little Ivy Stream Restoration
Project No. 17261108
June 11, 2020
NCNHDE-12242
Element Occurrences
Documented Within a One -mile Radius of the Project Area
Taxonomic
EO ID Scientific Name Common Name Element
Accuracy
Federal State Global State
Group
Observation Occurrence
Status Status Rank Rank
Date ` Rank
i
Dragonfly or
33442 Calopteryx amata Superb Jewelwing 2004-Pre H?
5-Very
--- Significantly G5 S1S2
Damselfly
Low
Rare
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Type
NC Division of Mitigation Services Easement NC DEQ, Division of Mitigation Services State
NC Division of Mitigation Services Easement NC DEQ, Division of Mitigation Services State
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on June]], 2020; source: NCNHP, Q2 Apr 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-12242: Little Ivy Stream Restoration
19r i rat
\P r a kwaY Weld Rd 3j
re Rd � 1 e
oe I
16 z
1
r si Ry9 �
o
_ e F
5.
_ c
�A + yint Fork Pa`
$ eek
PrpoO"ln , FGaNm Ep • Pd -�
o Y
4 Arbersoc
' c Beech G
�zV`
ae cpcknRae
I -o
Ivy
�b�mnRee
F.
a s
9 a
N ` ° '0
rr'.;NCOMRE 2906 ft � \
June 11, 2020
Project Boundary
Buffered Project Boundary
Managed Area (MAREA)
1:23,512
0 0.2 0.4 0.8 mi
0 0.3 0.6 12 km
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 3 of 3

NCHPO HPOWEB
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan,
Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand),
NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Local districts & boundaries
Local individual resources & centerpoints
Local Landmark
Local Landmark, Gone
Local HD Center Point
6/15/2020, 1:44:09 PM
0 0.06 0.120.03 mi
0 0.1 0.20.05 km
1:4,514
North Carolina State Historic Preservation Office
Buncombe County, NC, State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS |
Mutual Agreement
for
Stream Restoration 'roject
Resource Institute (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, find -raising,
administering project funds, and contracting for services needed to complete a project. RI has recent]),
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
fanner/landowner has either initiated an application for assistance through USDA/NRCS's EQIP
program or has already signed an agreement/contract for assistance with USDA/NRCS's EQIP
program. RI's role is to help attain the fielding, for the design, construction oversight and unmet
construction needs of the work for sites with current EQIP program agreements/contracts through
USDA/NRC'S.
RI will assist the farmer/landowner by helping ro 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 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 farmerllandowner will allow ingress and egress for all activities related to the stream �a�=.
restoration/stazation such as: surveys, engineering, construction, monitoring, etc. for RI 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 RI with a copy of the associated NRCS EQIP,
application, contract and/or contract modifications, and appendix for the purpose of allowing RI
to share with RI's other finders in an effort to help obtain matching dollars.
(Initial/date)
4. RI 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.
5. RI will work with farmers/landowners to resolve differences between construction costs and
payment schedule rates.
7. Farmer/landowner will be responsible for all temporary and permanent fencing needs for the
project and the removal of cattle/livestock prior to construction beginning. In order to protect

the integrity of the work performed and stabilization of streambanks cattle will need to be
permanently removed from the stream corridor.
Signature Sheet:
Stream Restoration Project Agreement Letter
1347 LF
Madison 504 LF
County Stream Length
Clifton Metcalf, Lando`vner
Farmer/Iandowner Pt•int Name and Title
er Signature a'ttd Title
4/7/2015
Date
metcalfeGfton�ri�:bellsouth.net
Cmail Address
[phone]
Phone Number
Resource Institute Incorporated
Chairman, Resource Institute RC&D, Inc.
U /10 ' z 0tS'
Date
2
California Creels Sz Little Ivy Creek
Paint Fork
Stream Name

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 structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
LANDOWNER NAME (Please Print) (Block 1) _
Jane Barrow
TELEPHONE # HOME (Block 2)
[phone]
TELEPHONE # CELL (Block 4)
LANDOWNER ADDRESS Please Print (Block 9)
2938 Beech Glen Road
Mars Hill, NC 28754
LESSEE OR RENTER NAME Please Print (Block 6)
TELEPHONE # HOME (Blcek 6)
Clifton B. Metcalf
[phone]
TELEPHONE # CELL (Block 8)
LESSEE OR RENTER ADDRESS Please Print (Block 7)
30 Harrell Drive
[phone]
Lake Junaluska, NC 28745
LEASE OR RENTAL PERIOD START DATE (Block9)
9/01 /2015
FARM NUMBER(S) AND TRACT NUMBER(S) FOR
PROPERTY (Block11)
PIN 9767114416
LEASE OR RENTAL PERIOD END DATE (81oek101
9/30/2020
LAND THAT IS LEASED OR RENTED BY THE
LESSEE/RENTER: such as field numbers, all cropland,
etc. ,Block 12) _
Only includes area adjacent to stream where stream restoration work
is to be performed.
CONSERVATION PRACTICE NAME and/or CODE (Block,,)
LIFESPAN YEARS OF THE PRACTICE (Block u)
Channel Bed Stabilization (584)
10 _
Streambank and Shoreline Protection (580)
20 _
Stream Habitat Improvement and Management (395)
5
15
10
Tree/Shrub Establishment (612)
Critical Area Planting (342)
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 Structural/Vegetative conservation practice(s). I understand that
Structural/Vegetative conservation practice(s) must be maintained for the lifespan of the practice above. (Block 14 above)
Si nature in block 15 below
AND/OR
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). (Signature in block 15 below
SIGNATURE OF LANDOWNER (Block,6) DATE (Block,8)
C
SIGNATUPtOF LESSEE OR RENTER (Blcek,7)
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 structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
LANDOWNER NAME (Please Prlr t) (Blo.k 1) TELEPHONE # HOME (B(ock2)
Madison County [phone] _
LAND.OWNER:ADDRESS Please Prlti ielo�kas TELEPHONE # C.ELL (B>eak
P.O. Box 579
Marshall, NC 28753
Clifton B. Metcalf
30 Harrell Drive
Lake Junaluska, NC 28745
LEASE OR RENTAL PERIOD START DATI
9/01/2015
FARM :N9M--RER(S) AND TRACT NUMBER(S) F
PROPERTY (Black III
PIN 9767111380
E and/or CODE
[phone]
246-5561
ME (aluakel
LL (Bleok Bt
09/30/2020
LAND -THAT IS LEASED OR; RENTED BY THE
LESSEEIRENTE'R: such a6 field numbers, all.cropland,
etc. (Bloekl2]
Only includes area adjacent to stream where stream restoration work
Is to be aerformed.
THE
Channel Bed Stabilization (584) 10
Streambank and Shoreline Protection (580) 20
Stream Habitat Improvement and Management (395) 15
Critical Area Planting (342) 10
Tree/Shrub Establishment (612) 15
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 Structural/Vegetative conservation practice(s). I understand that
StructuralNegetative conservation practices) must be maintained for the lifespan of the practice above. (Block 14above)
�{S' nafure in block 15below) -
1 certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
dates as indicated above (Blocks sand10). mignatureinblock 15below
31GNATURE OF LANDOWNER .(Blo�kre _ DATE�j(BlaWt9B( —�
A'-' %I ogb7 %
TE
9,
USDA is an equal opportunity provider and employer.

RESOLUTION AUTHORIZING EXECUTION OF
A LEASE AGREEMENT BETWEEN MADISON COUNTY
AND CLIFTON METCALF
FOR USE OF COUNTY OWNED PROPERTY
WHEREAS, Madison County owns a certain tract or parcel of land commonly known as
the Beech Glen Community Center in Mars Hill, North Carolina; and
WHEREAS, by resolution adopted 8 December 2015 the Madison County Board of
County Commissioners authorized a lease of such property to Clifton Metcalf for purposes of
providing streambed and stream bank restoration and stabilization of said property for a period
commencing 1 September 2015 and ending 30 September 2017 at a monthly lease payment of
$0.00 per month; and
WHEREAS, in order to complete the restoration and stabilization project it is necessary
to extend the term of the lease through and until 30 September 2020; and
WHEREAS, on 11 July 2017 the Madison County Board of County Commissioners
resolved their intent to extend the lease to 30 September 2020.
WHEREAS, the County staff reports that the County does not have a need for the
property for County purposes during the term of the proposed new lease and recommends that
the Board of County Commissioners authorize the execution of the lease; and
WHEREAS, public notice of this proposed lease was published at least ten days prior to
this meeting date, pursuant to the provisions of NC Gen. Stat. 160A-272.
NOW THEREFORE, BE IT HEREBY RESOLVED that the Madison County Board
of Commissioners hereby determines that the property described above which is the subject of
the proposed lease agreement with Clifton Metcalf will not be needed for county purposes during
the term of the proposed lease.
BE IT FURTHER RESOLVED that a public notice has been published pursuant to the
provisions of NC Gen. Stat. 160A-272 announcing the Board's intent to authorize the lease at its
August 8th, 2017 meeting, describing the property to be leased, and stating the annual lease
payments.
BE IT FURTHER RESOLVED that the Chairman or County Manager and the Clerk to
the Board are hereby authorized to execute a Lease Agreement of the above described property,
with Clifton Metcalf, on behalf of Madison County, subject to a pre -audit certificate thereon by
the County Finance Officer, if applicable. The original proposed Lease Agreement being
attached hereto and incorporated herein by reference.

Adopted this the 8th day of August, 2017.
Hon. IV NORRIS GENTRY, Chai an
Madison County Board of Ooa i issioners
A ST: -
f
^,y (SEAL)
Amanda Cutshaw, Clerk
Madison County Board of Commissioners

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 structural/vegetative practices. Some practices may have a longer lifespan that could
exceed the length of the contract.
LANDOWNER NAME (Please Print) (Blank,)
TELEPHONE # HOME
[phone]
TELEPHONE # CELL rel«ke _
Paul Smith and Judith Futch
LANDOWNER ADDRESS Please Print »
660 Blue Herron Road.
Paul [phone]
Mars Hill, NC 28754
Judith ([phone]
LESSEE OR RENTER NAME Please Print )Bi—k
TELEPHONE # HOME was) —
Clifton B. Metcalf
[phone]
LESSEE OR RENTER ADDRESS (Please Print) (Blockn
TELEPHONE # CELL celacka
30 Harrell Drive
[phone]
Lake Junaluska, NC 28745
LEASE OR RENTAL PERIOD START DATE (Black 9)
LEASE OR RENTAL PERIOD END DATE (BIaN 10)
9/01 /2015
9/30/2020
FARM NUMBER(S) AND TRACT NUMBER(S) FOR
PROPERTY
LAND THAT IS LEASED OR RENTED BY THE
LESSEEIRENTER: such as field numbers, all cropland,
etc. W a 12)
PIN 9767107652
Only includes area adjacent to stream where stream restoration work
is to be performed.
CONSERVATION PRACTICE NAME and/or CODE tewokm
LIFESPAN YEARS OF THE PRACTICE (W klq
Channel Bed Stabilization (584)
10
Streambank and Shoreline Protection (580)
20
Stream Habitat Improvement and Management (395)
5
Tree/Shrub Establishment (612)
15
Critical Area Planting (342)
10
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
StructuraWegetative conservation practice(s) must be maintained for the lifespan of the practice above. (Brock 14above)
1Sfgnature in block 15 below_ ]
AND/OR
I certify that the above referenced lessee or renter has Use of the Land described above for the inclusive
rintac nc inriiratrxi nhnwo lRlnw4c a .nd 4m ICin n�bio in h/nttr 15 halnluf
USDA is an equal opportunity provider and employer.

AGENT AUTHORIZATION FORM
PROJECT: Little Ivy Creek Restoration Project
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 9767-11-9462 DEED BOOK: 511 PAGE NO: 545
STREET ADDRESS: 24 Paint Fork Rd
Mars Hill NC 28754
Please print:
Property Owner(s): Clifton B Metcalf Marie Metcalf
Applicant: Charles Anderson
Business Name: Resource Institute Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Elizabeth J. E. Paden P.E. , of Stantec Consulting Services Inc
(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):
30 Harrell Dr Lake Junaluska NC 28754
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:
Authorized Signature
Agent
Date: l� c� ED

AGENT AUTHORIZATION FORM
PROJECT: Little Ivy Creek Restoration Project
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 9767-11-1380 DEED BOOK: 000 PAGE NO: 000
STREET ADDRESS: 2936 Beech Glen Rd
Mars Hill NC 28754
Please print:
Property Owner(s): Madison County Board of Education
Applicant: Charles Anderson
Business Name: Resource Institute Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Elizabeth J. E. Paden P.E. , of Stantec Consulting Services Inc
(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):
5738 US HWY 25-70, Marshall NC 28753
Applicant's Address: 2631 Revnolda 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:
Authorized Signature
Agent
Date: (0 '�

AGENT AUTHORIZATION FORM
PROJECT: Little Ivy Creek Restoration Project
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 9767-10-7652 DEED BOOK: 180 PAGE NO: 204
STREET ADDRESS: 660 Blue Herron Rd
Mars Hill NC 28754
Please print:
Property Owner(s): Paul R Smith Judith I Futch
Applicant: Charles Anderson
Business Name: Resource Institute Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Elizabeth J. E. Paden P E , of Stantec Consulting Services Inc
(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):
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.
win
Authorized Signature
Applicant
Date:
17
Authorized Signature
Agent
Date:

AGENT AUTHORIZATION FORM
PROJECT: Little Ivy Creek Restoration Project
PROPERTY LEGAL DESCRIPTION:
PARCEL ID: 9767-11-9462 DEED BOOK: 511 PAGE NO: 545
STREET ADDRESS: 24 Paint Fork Rd
Mars Hill NC 28754
Please print:
Property Owner(s): Clifton B Metcalf Marie Metcalf
Applicant: Charles Anderson
Business Name: Resource Institute Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
Elizabeth J. E. Paden P.E. , of Stantec Consulting Services Inc
(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):
30 Harrell Dr Lake Junaluska NC 28754
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
� �tl(0-z�2o
Date:
f17
Authorized Signature
Agent
Date: l� c�

Q Issued Nov 01 2008
0170 0D
cc I
State of. MADISON.
North Carolina County
Real Est at a ,Excise Ta
This certifies that tbere are no delinquent a valorem taxes, or other taxes
which the Madison County Tax Collector is charged tivith collecting, that are a
lien on: .
Parcel Identification Number
is is not a certification that this Madison CounLVparcel identif cation Number
cz
his deed descriptia • ® Q
Collection Staff Sianature
Date.
Excise Tax: $ 170.00
Parcel Identifier No
n_..
Verified by
,I : 1 in uag 30kcaLi
FILED .in. MADISON CountyX on
Nov 01 2009 at 01:06:50 P11
by: Susan Rector
Register of Deeds
county on ffie day oz
This instrument was prepared by: Greg Johnson, Attorney at Law, P.C., 157 S. Lexin on St., Suite D, Asheville, NC 28801
Brief description for the
THIS DEED made this 22nd day of October , 20� by and between
Gerald Lyndall English and, wife
Ossie M. English
lIKi11V 1 n�
Jane M. Barrow r unmarried
Mailing Address:
1502 Treeridge Parkway
Alpharetta, GA 3002.2
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain l�Or arce rth dos
ituated
Township,
lina and
in the City of —�
more particularly described as follows:
See attached Exhibit "A" incorporated herein in full.
The property hereinabove described was acquired bey Grantor by instrument recorded in Book 452 .page 740
A reap showing the above described property is recorded in Plat Book page
NC Bar Association Form No. Ira ©1976, Revised ©1977, 2002
Printed by Agreement with the NC Bar Association-1981 SofCPro Corporation, 333 B. Six Forks Rd., Raleigh, NC 27609

BOOK �90 PAGE 4®�4
'l'p HAVE AND TO HOLD the afaresaidlot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful clams of all persons w'ho�oever, other than:the following exceptions: easements, restrictions and rights of way of
record and taxes for the year 2009.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written•
,� /' . c A
(Entity Name) ,�`�a��G�,�' ���a,�
�� � ��
By: �`
Title:
$y: ± � �l 1�B Y('
Title• g� �•
o�O,®®�Oo ®A ag � �Q',®oe�®av
By: �►'aeeot�aiRe
Title:
;ref
M. English
(SEAL)
(SEAL}
State of North Carolina - County, of Madison
I, the undersigned Notary Public of the County and State aforesaid, certify that Gerald LYndall English and, wife
Ossie M. English personally appeazed before me this day and
acknowledged the due execution of the foregoing instrument 2� O e purposes therein expressed. Witness my hand d Notarial
stamp or seal this 30 'day of October — t
My Commission Expires: i \
Notary Publ c
State of North Carolina -County of and State aforesaid, certify that
I, the undersigned Notary Public of the County
1 d d that be is the
of
personally came before me thrs day and acknow e ge _ , a North Cazolina or
corporation/lumtedliobility company/general partnership/limitedpartrrershrp'(strike through the inapplicable), and
that by authority duly given and as the act of such entity, he signed the foregoing instrument in its namQ on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal, this day of` —
My Commission Expires: Noti
State of North Carolina -County of
I, the undersigned Notary Public of the County and State a%resaid, certify that
Witness my hand and Notarial stamp or seal, this day of
My Commission Expires:
Public
20
Notary Public
The foregoing Certif-icate(s) of
is/aze certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page shown
on the first page hereof. Register of Deeds for Co"n�'
Deputy/Assistant -Register of Deeds
BY: ,
NC`Bar Association Farm No. L-3 O 197b, Revised ©1977, 2002
Printed by Agreement with the NC Bar Association —1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27b09

ATTACHMENT
BEGINNING at a point in the center of Little Ivy Creek, said point bears North 77 deg. 35 min; Easf 35:00 feet from a
forked walnut tree standing on the West side of side creek; thence leaving he creels and runs'South 77 deg. 35 min.
West 235.00 feet to a point in an old road, witnessed by an iron stake in the East margin of the road; thence down
and with the center of said road, South 30 deg. East 166.00 feet; thence South 01 deg. East 125.20 feet to an iron
stake set near the North end of the school lunch room (former}; thence South 67 deg. East 227.00 feet to a point in
the center of Little Ivy Creek, witnessed by an iron stake on the Northwest bank of the creek; thence running up and
with the center of said Little Ivy Creek the following (approximate) courses and distances: North 06 deg. East 177.00
feet; North 08 deg. 30 min. West 180.00 feet; and North 50 deg. West 77.00 feet to the point and place of
BEGINNING.
CONTAINING 2.05 acres, more or less, according to a survey and plat dated the 24th day of July, 1958, made and
prepared by Ben H. Frisby, RLS.
BEING the same property as conveyed by deed recorded in Deed Book 452, Page 740, Madison County, NC
Registry.
PIN # 9767.11.4416
51691
2938 Seech Glen Road, Mars Hill, NC 28754

This certifies that there are no delinquent ad valorem taxes, or other 'cakes
which the Madison County Tax Collector is charged with collecting, that are
lien on:
Parcel Identification Numbcr -/ 7 tv — �-�
a certification 1114at this Madison County Parcel Identification Number
s deed descrintinn-
Ta�c oil%e tLl l StatiSl
I�2te
QUITCLAIM DEED
eoox 511 PAGE 54W5 (2)
wrw 111111111111111111111IIA
Filed: Madison County, NC
01 /20/2011 086N51 a 17 AM
Susan Rector, Register of Deeds
Excise Tax: $0.00
Mail after recoding to: Adam L. Shealy, Esq., Van Winkle, Buck, Wall, Starnes, 8 Davis, P.A
422 South Main Street, Hendersonville, NC 28792
This instrument was prepared by: Adam L. Shealy, Esq., Van Winkle, Buck, Wall, Starnes, & Davis, P.A.
(DEED PREPARATION ONLY)
STATE OF NORTH CAROLINA MADISON COUNTY.
THIS DEED, made and entered into this 18`" day of January, 2011, by and between WILMA JEAN S/NCLA/R,
UNMARRIED, whose permanent mailing address is 7 W. Rolling Hills Acres, Weaverville, NC 28787, hereinafter called
Grantor, and CLIFTON B. METCALF, and wife, MARE METCALF, hereinafter called Grantees, whose permanent
mailing address is 30 Harrell Drive, Lake Junaluska, NC 28745
WITNESSETH:
That said Grantor for and in consideration of the sum of Ten Dollars ($10.00) to her in hand paid, the receipt of which
is hereby acknowledged, has remised and released and by these presents does remise, release, convey, and forever
quitclaim unto the Grantees, their heirs and/or successors and assigns, all right, title, claim and interest of the Grantor in
and to a certain lot or parcel of land lying and being in Madison County, North Carolina, and more particularly described
as follows:
See EXHIBIT A, attached hereto and incorporated herein by reference.
To have and to hold the aforesaid lot or parcel of land and all privileges thereunto belonging to the Grantees in fee
simple.
The Grantor makes no warranty, express or implied, as to title to the property hereinabove described.
All or a portion of the property herein conveyed includes or X does not include the primary residence of the
Grantor.
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and seal the
c i
f
(Corporate Name) �
Y
Z
By: Y
Title: President
m
w
m
D
= TATE OF
,. tf� RTH CAROLINA
'' � Nota Public of the Count and State
i-111
. rY Y
A «a rsonally appeared before me this day a
; ,r tegoing instrument for the purposes therein
o�'Witness my hand and official stamp or seal,
COUNTY OF HENDERSON
�esaid, certify that WILMA
acknowledged her voluntary
18T"
d
C My commission expires:
4100 6-3-2014 Print ame: Su
y please make sure Your entire seal is showing and that nothing
is n
4851-7282-7399v1 i34208-34208-0001 112/14/2010
written.
SEAL)
EAL)
JEAN SINCLAIR,
execution of the
2011.
Cox, Notary/Public
within the'/z" margin of the edge of

BK 511 PG 546 DOC#302360
EXHIBIT A
Being all of the Grantor's one-half (1/2) undivided interest in the following real property:
BEGINNING on a stake in the center of the Paint Fork Road about 290 feet East of the
intersection of the Paint Fork road with the Burnsville, Asheville Highway and the East corner of
Tract No. 4 and runs South 55 degrees 45 minutes East crossing the creek 1344 feet to a stake
and pointers, the Southeast corner of Tract No. 4; thence South 87 degrees East 230 feet to a
poplar on top of ridge; then down and with the top of said ridge as follows: South 23 degrees 10
minutes West 264 feet; South 33 degrees West 148 feet; South 8 degrees West 157 feet; South
21 degrees 05 minutes West 144 feet; South 43 degrees 35 minutes West 139 feet to a stake,
the North East corner of Tract No. 2; then with the line of Tract No. 2, North 64 degrees 40
minutes West 310 feet to a stake in the branch; North 81 degrees West 290 feet to a stake in the
forks of the branch; North 41 degrees West 295 feet; North 88 degrees 30 minutes West 230 feet
to a stake, the Northwest corner of Tract No. 2; North 87 degrees West 50 feet to the center of
Little Ivy; thence up and with the center of the Middle Fork of Little Ivy, crossing Burnsville
Asheville Highway, 1068 feet; thence leaving creek North 27 degrees East crossing Asheville
Burnsville Highway to a stake in the center of the Paint Fork Road; thence with the center of said
road South 82 degrees East 258 feet to the BEGINNING. Containing 29.1 acres.
Being the same property described in that deed recorded in Book 153, at Page 362 of the office
of the Madison County, North Carolina Register of Deeds.
DMS:4838-5349-7864v1 �26368-26368-0001 � 1 /18/2011

��
Tbb iruuum+nt wss prpztrrd by
��a�� of �ort�j �aCott�a � � FORRE�' F. I3AI�,, Attorney -
Mars : Hi -II , ��-��"75��---
�oun�p of �b1a��sou,
���� �rtbenturs, made this 12th .day of MAY, 1989, by and between
CLYDE L. II�LISH and wife, LUCILLE G. E1�FGLISH
.. � � .
hereinafter c311ed Grantors, and
PALL R. SMITH and wife, JL'DiTH I. f'[lIC'H
157 Chattttan Road
Asheville, North Carolina 28804
hereinafter called Grantees, (said designations shall
include the respective parties, whether one or mere, indiv;dual or corporate, and their respective successors in interest or assigns).
�itttPg�et�1; That the Grantors, for and in consideration of the sum of Ten Dollars, and other good
and valuable considerations to them in hand paid by the Grantees, the receipt whereof is hereby acknowledged, gave
given, granted, bargained, sold and conveyed, and by these presents do give, grant, bargain, sell, convey and confirm unto
the Grantees, their heirs and/or successors and assigns (sub;ect, however, to any conditions, restrictions, limitations, reservations or
exceptions appearinr� after the description below), the following particularly described real estate, located in Madison County,
North Carolina, to -wit:
Lying and being in Zbwrtship No. 4, Madison County, North Carolina, and
bounded now or formerly by adjoining land owners and natural boundaries as
follows: On the West and Southvrest by the lands of Cove Jamerson; On the
Northwest by Ivy Creek; On the Northeast by the lands of Donald Metcalf;
and on the East and Southeast by the lands of W. E. Anderson Heirs; and
more particularly described as follows:
BaGINNIlVG at a point an the Southeast side of Ivy Cr®ek, said point
referred to as "a large rock in the East bank of Little Ivy Crc-e]c", as
described in d9ed to Madison County, of record in Deed Book 128 at Page 45,
Madison County Registry; and runs thence uQ said creek North 65° 09' 46"
East 252.91 feet; thence up and t�ith the center of said creek, North 12°
26' 05"-East 117.24 feet; thence leaving said creek, South 84° 39' East,
passing an iron pin at 30.0 €eet, a total of 181.88 feet to a double lynn
tree; thence South 38° 38' S5" East 301.21 feet to a point where (woo small
branches intersect; thence South 77° 38' S5" East with the center of said
branch 292.36 feet to an iron pin; thence South 62° 13' 44" East 303.88
feet to a 22" white pine tree; outnton corners of Donald Metcalf and W. E.
Anderson Heirs; thence South 33° 52' S9" West 155.I7 feet to a 1.5" hickory
tree; thence South 47° 34' 30" Wi>st 35.99 feet to a dogwood tree;
therxe South 60° 16' 08" West 108.48 feet to a 6" black gun tree;
theme South 55° 08' 14" West 90.23 feet to a 4" black pine tree;
theryce South 64° 06' 27" West 116.82 feet to a 6" black pine tree;
thence South 7I° 51' S7" West 105.24 feet to an 18" poplar tree;
thence North 88° 56' S1" West 117,90 feet to a 13" white oak tree;
thence South 62° 59' 11" West 66.04 feet to a dogwood tree;
thence South 45° 08' 43" Wlest 59.17 feet to a 10" black gun tree;
thence Sotth 33° 36' 11" West 50.25 feet to a 15" white oak tree;
thence South 30° 46' 28" West 125.18 feet to an 18" white oak tree;
thertoe South 46 ° 57' 28" West 64 a5 feet to a 20" poplar tree;
thence South 57° ZS' 42" Wiest 110.24 feet to a 16" black oak tree;
thence South 84° 50' 12" West 20.75 feet to a 10" red oak tree in the Coye
Jattnerson line; thence North 71° 02' 11" West 1E9.12 feet to a 13" pine
stsnp; thence South 89° 34' 40" West 217.41 feet to an irrn pin in the Coye
Jatnerson line; thence North 11° 29' OS" West 256.12 feet to a fence past;
ttrenoe North O1° 32' OS" West 163.90 feet t,o a fence post; thence North 07°
20' Last 214.79 feet to a 48" white oak tree; thence North 10° 55' 07" East
178.35 feet to a point in the center of the private road leading to the
former residence of W.M. (Bill) Metrralf; thence North 10° 55' 07" East,
passing over a large rock at 27.0 feet, a total of 39.65 feet to a point in
the center of Ivy Creek; thence up and with the czrtter�of said creek, South
79° 11' 41" Eagt 77.09 feet; and North 69° 41' 39" Fast 89.23 feet; thence
South 09° 45' 36" East 16.45 feet to the pla,^e of BEGINI!iING; containing
21.268 acres, more or less, according to a sum-vey and plat entitled,
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VICINITY MAPNOT TO SCALEINDEX OF SHEETSSHEET NO.COVER SHEETSITE PLANNOTESTYPICAL STREAM STRUCTURE DETAILSPLAN AND PROFILEPLANTING PLANTITLE11A2A3-3A4-7P-2NSaveDate: 2020/04/30 7:47 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108g-000-cvr.dwg Little Ivy CreekStream RestorationMAY 2020PROJECT NUMBER: 172621108PROJECT LOCATIONI-26CALIFORNIA CREEK RDBEECH GLEN RDLITTLE
IVY CREEK192127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555www.stantec.comTel: [phone]Know what'sbelow.before you dig.CallCROSS SECTIONSXS-1 - XS-4DRAWING NO.1245-67-101213-16TYPICAL SECTIONS23PLANTING DETAILSP-111
OHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE
OHEProject No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONN
SaveDate: 2020/04/29 4:05 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108e-101-site-plans.dwg
RevisionByAppdYYYY.MM.DDFile Name: 21108E-101-SITE-PLANS060'120'01ASITE PLANXAS NOTED2SPJEJEPCMEBEECH GLEN RDCALIFORNIA CREEK RDN
SaveDate: 2020/05/04 1:42 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108g-304-typxs.dwg
2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedRevisionByAppdYYYY.MM.DDByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.File Name: 21108G-304-TYPXSA02TYPICAL SECTIONS0AS NOTED3XXXXXXXXXNOTE: APPROXIMATE POOL DEPTH IS DEPTH OF POOL RELATIVE TO DOWNSTREAM HEAD OF RIFFLEProject No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONNOTE: SLOPES AND DIMENSIONS SHOWN ABOVE ARE TYPICAL. REFER TO PLAN AND PROFILE SHEETS4-7 AND CROSS SECTION SHEETS XS-1 - XS-4 FOR DETAILED GRADING OR CONSULT ENGINEER.
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Project No.ScaleRevisionSheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedRevisionByAppdYYYY.MM.DDByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.File Name: 21108G-304-TYPXSA02ANOTES0AS NOTED4XXXXXXXXXGENERAL NOTES:1.CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION. THECONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND UTILITIES WHICH MAYAFFECT PROPOSED WORK.2.ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE STREAM OR ITS TRIBUTARIES SHALL BE INSPECTED REGULARLY ANDMAINTAINED TO PREVENT CONTAMINATION OF STREAM WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXICMATERIALS. A CONTINGENCY PLAN SHALL BE DEVELOPED FOR THE USE OF THESE MATERIALS, INCLUDING SPILL CONTAINMENT, CLEANUP, AND NOTIFICATION TO THE APPROPRIATE AGENCIES. SPILL KITS, SORBENTS, AND CONTAINERS FOR DISPOSAL SHALL BE RETAINEDON SITE.3.ALL EQUIPMENT MAINTENANCE SHALL BE PERFORMED AT LEAST 50 FT FROM THE STREAM OR ITS TRIBUTARIES.4.CLEARING AND GRUBBING SHALL BE LIMITED TO THAT WHICH IS NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL ANDSHALL BE APPROVED BY THE ENGINEER.5.CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS AND EGRESS FROM SITE FOR ALL VEHICLES INCLUDING, BUT NOTLIMITED 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 ALLFEDERAL, STATE AND LOCAL REGULATIONS.7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT OFCONSTRUCTION ACTIVITIES.8.THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES.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 TREESINCLUDING STEM AND ROOT MASS. TREES WILL BE HARVESTED FROM UPLAND AREAS AS WELL AS ALONG RECONSTRUCTED STREAMBANKS DURING THE RESTORATION CONSTRUCTION PROCESS.2.HARVESTED ONSITE TREES SHALL BE USED PRIOR TO FURNISHING ADDITIONAL TREES AND BRUSH. PREFERRED HARVEST TREES TO BESELECTED FOR RESTORATION PURPOSES SHALL FIRST INCLUDE ALL DISEASED, DAMAGED, HAZARD, AND UNDESIRABLE TREE SPECIESUNTIL THE QUANTITIES NEEDED FOR STREAM RESTORATION ARE MET. AREAS SELECTED FOR HARVEST SHALL OCCUR WITHIN THE LIMITSOF DISTURBANCE AND AS INDICATED BY THE ENGINEER, 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 IN ACCORDANCE WITH LOCAL,STATE AND FEDERAL REQUIREMENTS OR AS DIRECTED BY THE ENGINEER.5.IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMP AND EROSION AND SEDIMENT CONTROL WILL BE IMPLEMENTED AND THEAREA IMMEDIATELY STABILIZED WITH TEMPORARY SEEDING AS HARVESTING OCCURS.CHANNEL CONSTRUCTION NOTES:1.CONSTRUCTION SHALL BEGIN AT THE UPSTREAM END OF EACH CHANNEL REACH AND PROCEED DOWNSTREAM UNLESS APPROVEDOTHERWISE BY THE ENGINEER.2.BED MATERIAL ON RIFFLE SECTIONS SHALL CONSIST OF BED MATERIAL EXCAVATED FROM EXISTING CHANNEL. WHERE INSUFFICIENTBED MATERIAL IS PRESENT IT SHALL BE SUPPLEMENTED WITH MATERIAL ACCORDING TO TABLE 3 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: +/- 0.1 FTDEPTH: +/- 0.1 FTRIFFLE ELEVATIONS: +/- 0.1 FTPOOL ELEVATIONS: + 0.1 FT, - 0.1 FTSTRUCTURE ELEVATIONS: +/- 0.1 FT5.EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS SHALL BE BACKFILLED WITH 1-FOOT LIFTS AND COMPACTED TO IN-SITU SOILDENSITY. CHANNEL SHALL BE FREE FROM BRUSH AND ORGANIC DEBRIS PRIOR TO BACKFILLING.SURVEY:THE COORDINATE SYSTEM IS THE NAD83 NORTH CAROLINA STATE PLANE.THE VERTICAL DATUM IS NAVD88.CONSTRUCTION SEQUENCETHE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE PLANSAND 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 LIMITED SECTION OF STREAM INORDER TO AVOID AN EXCESSIVE DISTURBED AREA AS APPROVED BY THE ENGINEER.1.THE CONTRACTOR SHALL IDENTIFY THE PROJECT BOUNDARY, LIMITS OFDISTURBANCE, SENSITIVE AREAS, STAGING AREAS, AND CONSTRUCTION ENTRANCESWITH THE ENGINEER.2. THE CONTRACTOR SHALL PREPARE STABILIZED CONSTRUCTION ENTRANCES IN ACCORDANCE WITHLOCAL, STATE AND FEDERAL REQUIREMENTS OR AS DIRECTED BY THE ENGINEER.3.THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS, PREPARE STAGINGAREAS, AND STOCKPILE AREAS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS ORAS DIRECTED BY THE ENGINEER.4.CONSTRUCTION TRAFFIC TO BE LIMITED TO “LIMITS OF DISTURBANCE” AS INDICATEDON THE CONSTRUCTION PLANS AND AS DIRECTED BY THE ENGINEER.5.THE CONTRACTOR SHALL INSTALL ALL TEMPORARY ROCK CHECK DAMS, SILT FENCE,TREE PROTECTION FENCE, AND MULCHING AROUND ALL CONSTRUCTION AREASINCLUDING STAGING AND STOCKPILE AREAS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS AND AS DIRECTED BY THE ENGINEER.6. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY STREAM CROSSINGS IN ACCORDANCE WITH LOCAL,STATE, AND FEDERAL REQUIREMENTS. DITCHES AND STREAM REACHES WILL BE LEFT OPEN DURINGINITIAL PHASES OF CONSTRUCTION TO ALLOW FOR DRAINAGE AND TO KEEP SITEACCESSIBLE. TEMPORARY STREAM CROSSINGS SHALL CONSIST OF TIMBER MATS PLACED TO SPAN THE STREAM FROM BANK TO BANK. WHERE THE USE OF TIMBER MATS IS NOT PRACTICABLE, AS DETERMINED BYTHE ENGINEER, A TEMPORARY FORD CROSSING SHALL BE USED.7. CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE CONSTRUCTION OF THE CHANNEL BED, CHANNELBANKS, IN-STREAM STRUCTURES, AND STABILIZATION MEASURES REQUIRE THAT CONSTRUCTION OCCURSIN THE ACTIVE CHANNEL (IN FLOWING WATER). WHERE POSSIBLE AND APPROPRIATE, A PUMP-AROUNDOPERATION MAY BE USED TO DIVERT FLOW DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER.8.THE CONTRACTOR SHALL BEGIN CLEARING, FLOODPLAIN EXCAVATION, AND GRADINGWORK TO DESIGN GRADES AT THE UPSTREAM END OF EACH CHANNEL AS INDICATEDON THE CONSTRUCTION PLANS. THE CONTRACTOR SHALL NOT DISTURB ANY MOREFLOODPLAIN AREA AND STREAM REACH THAN NECESSARY.9.ONCE A SECTION OF STREAM AND FLOODPLAIN HAS BEEN EXCAVATED TO DESIGNGRADES, IN-STREAM STRUCTURES, MATTING, AND TRANSPLANTS SHALL BEINSTALLED IN THAT SECTION.10. THE CONTRACTOR SHALL BEGIN INSTALLING IN-STREAM STRUCTURES FROM THEUPSTREAM SECTION WORKING DOWNSTREAM. IF EXCESSIVE SEDIMENTATION DOWNSTREAM BECOMES A CONCERN, THE ENGINEER OR PROJECT MANAGER IN CHARGE MAY DIRECT THECONTRACTOR TO INSTALL A TEMPORARY ROCK CHECK DAM AND SETTLING BASINDOWNSTREAM. THIS AREA IS TO BE MAINTAINED ON A REGULAR BASIS BY THECONTRACTOR.11.ONCE A LENGTH OF STREAM WORK IS COMPLETE, THE CONTRACTOR WILL APPLYTEMPORARY SEEDING, PERMANENT SEEDING, AND MULCH TO ALL AREAS DISTURBEDDURING CONSTRUCTION. TEMPORARY AND PERMANENT SEEDING MIXTURES WILL BEAPPLIED AS SHOWN ON THE PLANTING PLAN. TEMPORARY SEEDING WILL BEAPPLIED IN ALL AREAS SUSCEPTIBLE TO EROSION SUCH THAT GROUND COVER ISESTABLISHED WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF ANY GRADINGPHASE. PERMANENT GROUND COVER WILL BE ESTABLISHED FOR ALL DISTURBEDAREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.12.ALL SEEDING AND MULCHING SHALL BE COMPLETED BEFORE LEAVING THE PROJECTSITE ALONG WITH REMOVAL OF ANY TEMPORARY STREAM CROSSINGS ANDTEMPORARY CHECK DAMS.13. THE CONTRACTOR OR OTHER QUALIFIED PERSONNEL SHALL INSTALL LIVE STAKING ACCORDING TO THEPLANTING DETAILS AND SPECIFICATIONS. ALL PERMANENT SEEDING AND PLANTINGS SHALL BEPERFORMED DURING THE APPROPRIATE TIME OF YEAR AS INDICATED IN THE PLANTING DETAILS.14. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVERMATERIALS PRIOR TO DEMOBILIZATION OF EQUIPMENT FROM THE SITE.Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTION
Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONByAppdYYYY.MM.DDFile Name: 21108G-506-DTL03TYPICAL STREAM STRUCTURE DETAILSXAS NOTED5SPJEJEPCME
Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONByAppdYYYY.MM.DDFile Name: 21108G-506-DTL03ATYPICAL STREAM STRUCTURE DETAILSXAS NOTED6SPJEJEPCME
OHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
209220922095 20902099209020952094209
0 209810+0011+0012+0013+0014+0020902090209020932100209520912
0
9
3
2088208620932090209454+002080208220842086208820902092209420962098208020822084208620882090209220942096209810+0010+2010+4010+6010+8011+0011+2011+4011+6011+8012+0012+2012+4012+6012+8013+0013+2013+4013+6013+8014+0014+2014+4014+6014+8015+00PVI STA: 10+17.0ELEV: 2089.22PVI STA: 10+27.2ELEV: 2089.15PVI STA: 10+27.2ELEV: 2089.15PVI STA: 10+63.8ELEV: 2088.24PVI STA: 11+04.4ELEV: 2088.54PVI STA: 11+62.8ELEV: 2088.20
PVI STA: 11+99.4
ELEV: 2087.23
PVI STA: 12+46.5
ELEV: 2087.53
PVI STA: 13+16.2
ELEV: 2087.14
PVI STA: 13+52.8
ELEV: 2086.13
PVI STA: 14+02.9
ELEV: 2086.43
PVI STA: 14+66.0
ELEV: 2086.10 0.6%0.6%0.5%0.6%0.7%0.7%0.7%PVI STA: 10+17.00ELEV: 2091.82PVI STA: 11+62.84ELEV: 2090.80
PVI STA: 13+16.19
ELEV: 2089.74
PVI STA: 14+66.02
ELEV: 2088.70
APPROXIMATE PROPERTY BOUNDARY LEGENDOHEEXISTING OVERHEAD ELECTRICPROPOSED MINOR CONTOURPROPOSED STREAMRESTORATIONAPPROX. FILLEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MAJOR CONTOURPROPOSED BED MATERIALPROPOSED BRUSH RUNEXISTING TREES (APPROX.)PRESERVE EXISTING TREES(APPROX.)Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONN
SaveDate: 2020/04/30 9:23 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108e-102-pp.dwg
RevisionByAppdYYYY.MM.DDFile Name: 21108E-102-PP020'40'04PLAN & PROFILEXAS NOTED7SPJEJEPCMEBEECH GLENRD1"=20'H020'40'10'1"=2'V02'4'1'MATCHLINE -
S
T
A
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1
5
+
0
0
STA 10+63.8 EL 2088.24BRUSH RUNSTA 11+99.4 EL 2087.23BRUSH RUN
STA 13+52.8 EL 2086.13
BRUSH RUN
EXISTING CALIFORNIA CREEKBEGIN CONSTRUCTIONPROPOSED CALIFORNIA CREEKSTA: 10+17.0PROPOSED BANKFULLPROPOSED BEDEXISTING TERRACEEXISTING THALWEGCALIFORNIA/LITTLE IVYCREEKNRELOCATE EXISTINGUTILITY POLE(BY OTHERS)PROPOSED PAINT FORK CREEK(SEE SHEET 7)STA 12+02.0 L = 44FT
BRUSH TOE
STA 13+55.0 L = 48FT
BRUSH TOEEXISTING BRIDGE OVERCALIFORNIA CREEK(TO REMAIN)REMOVE EXISTING DEBRIS(APPROXIMATE LOCATIONAND EXTENT)PROPOSED BENCH PROTECTIONPROPOSED CALIFORNIA CREEK
20902087209020852090
2083208516+0017+0018+0019+0020852090209120832085208920882092208820852090 2087
20
8
5
209
0
209054+002076207820802082208420862088209020922094207620782080208220842086208820902092209415+0015+2015+4015+6015+8016+0016+2016+4016+6016+8017+0017+2017+4017+6017+8018+0018+2018+4018+6018+8019+0019+2019+4019+6019+8020+00PVI STA: 15+02.6ELEV: 2085.12PVI STA: 15+77.5ELEV: 2085.42PVI STA: 16+34.5ELEV: 2085.17PVI STA: 16+79.5ELEV: 2084.29
PVI STA: 17+35.8
ELEV: 2084.59
PVI STA: 17+81.3
ELEV: 2084.39
PVI STA: 18+26.3
ELEV: 2083.46
PVI STA: 18+89.5
ELEV: 2083.76
PVI STA: 19+61.3
ELEV: 2083.43 0.4%0.4%0.5%PVI STA: 16+34.46ELEV: 2088.12
PVI STA: 17+81.26
ELEV: 2087.34
PVI STA: 19+61.34
ELEV: 2086.380.3%0.5%0.5%APPROXIMATE PROPERTY BOUNDARY LEGENDOHEEXISTING OVERHEAD ELECTRICPROPOSED MINOR CONTOURPROPOSED STREAMRESTORATIONAPPROX. FILLEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MAJOR CONTOURPROPOSED BED MATERIALPROPOSED BRUSH RUNEXISTING TREES (APPROX.)PRESERVE EXISTING TREES(APPROX.)Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONN
SaveDate: 2020/04/30 9:23 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108e-102-pp.dwg
RevisionByAppdYYYY.MM.DDFile Name: 21108E-102-PP020'40'05PLAN & PROFILEXAS NOTED8SPJEJEPCME1"=20'H020'40'10'1"=2'V02'4'1'MATCHLINE - STA. 15+00MATCHLINE - S
T
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2
0
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0
STA 15+02.6 EL 2085.12BRUSH RUNSTA 16+79.5 EL 2084.29BRUSH RUN
STA 18+26.3 EL 2083.46
BRUSH RUN
PROPOSED BANKFULLPROPOSED BEDEXISTING TERRACEEXISTING THALWEGEXISTING LITTLE IVY CREEKPROPOSED LITTLE IVY CREEKEXISTING CALIFORNIA CREEKCALIFORNIA/LITTLE IVYCREEKNCHANNEL & STRUCTUREDIMENSIONS CHANGE
STA 18+28.0 L = 61FT
BRUSH TOE PROPOSED PAINT FORK CREEK(SEE SHEET 7)CALIFORNIALITTLE IVY
20882085
2083209021002115208520822085208719+0021+0022+002083208520882090208720852076207820802082208420862088209020922094207620782080208220842086208820902092209420+0020+2020+4020+6020+8021+0021+2021+4021+6021+8022+0022+2022+4022+6022+8023+00PVI STA: 20+06.3ELEV: 2082.54PVI STA: 20+65.7ELEV: 2082.84
PVI STA: 21+24.7
ELEV: 2082.56
PVI STA: 21+69.7
ELEV: 2081.65
PVI STA: 22+57.7
ELEV: 2081.18 0.5%0.5%PVI STA: 21+24.72
ELEV: 2085.51
PVI STA: 22+51.34
ELEV: 2084.830.5%EXISTING OVERHEAD ELECTRICAPPROXIMATE PROPERTY BOUNDARY LEGENDPROPOSED STREAMRESTORATIONOHEAPPROX. FILLEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED BED MATERIALPROPOSED BRUSH RUNEXISTING TREES (APPROX.)PRESERVE EXISTING TREES(APPROX.)Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONN
SaveDate: 2020/04/30 9:23 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108e-102-pp.dwg
RevisionByAppdYYYY.MM.DDFile Name: 21108E-102-PP020'40'06PLAN & PROFILEXAS NOTED9SPJEJEPCMEMATCHLINE - STA. 20+00PROPOSED BANKFULLPROPOSED BEDEXISTING TERRACEEXISTING THALWEGREMOVE AND SALVAGE EXISTINGBOULDER STRUCTUREEND CONSTRUCTIONPROPOSED LITTLE IVY CREEKSTA: 22+54.62EXISTING LITTLE IVY CREEKSTA 20+06.3 EL 2082.54BRUSH RUN
STA 21+69.7 EL 2081.65
BRUSH RUN
1"=20'H040'20'10'1"=2'V02'4'1'CALIFORNIA/LITTLE IVYCREEKNSTA 20+08.0 L = 57FT
BRUSH TOE PROPOSED V-DITCH WITH COIRL = 66.3'S = 4.5%PROPOSED STACKEDSOIL LIFT - 3 LIFTSIMPERVIOUS CLAY PLUGIMPERVIOUS CLAY PLUGFILL EXISTING CHANNEL(APPROX.)START INVERT EL.= 2089.6'PROPOSED LITTLE IVY CREEKPROPOSED STANDARD V-DITCHL = 12.0'S = 17.0%UTILIZE EXISTING A-VANEBOULDERS TO REINFORCEBANK AS DIRECTED BYENGINEER.END INVERT EL. = 2084.6'
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE2090
209220902091208620922
0
9
0
209
1
20872090209220902086
20872
0
8
5
2090
20
9
0
20952090 2090208720
9
220932094 20922093209050+0051+0052+0053+0054+002080208220842086208820902092209420962098208020822084208620882090209220942096209850+0050+2050+4050+6050+8051+0051+2051+4051+6051+8052+0052+2052+4052+6052+8053+0053+2053+4053+6053+8054+0054+2054+4054+6054+8055+00PVI STA: 50+36.6ELEV: 2087.05PVI STA: 50+68.8ELEV: 2086.95PVI STA: 50+68.8ELEV: 2086.95PVI STA: 50+97.6ELEV: 2086.47PVI STA: 51+32.2ELEV: 2086.77PVI STA: 51+70.8ELEV: 2086.65
PVI STA: 51+99.6
ELEV: 2086.18
PVI STA: 52+33.6
ELEV: 2086.48
PVI STA: 52+76.6
ELEV: 2086.33
PVI STA: 53+05.4
ELEV: 2085.86
PVI STA: 53+42.9
ELEV: 2086.16
PVI STA: 53+87.5
ELEV: 2086.00
PVI STA: 54+16.3
ELEV: 2085.12 0.3%0.3%0.4%0.3%PVI STA: 50+30.54ELEV: 2089.31PVI STA: 51+70.82ELEV: 2088.91
PVI STA: 52+76.61
ELEV: 2088.59
PVI STA: 54+47.74
ELEV: 2088.070.3%0.3%0.3%APPROXIMATE PROPERTY BOUNDARY LEGENDOHEEXISTING OVERHEAD ELECTRICPROPOSED MINOR CONTOURPROPOSED STREAMRESTORATIONAPPROX. FILLEXISTING MINOR CONTOUREXISTING MAJOR CONTOURPROPOSED MAJOR CONTOURPROPOSED BED MATERIALPROPOSED BRUSH RUNEXISTING TREES (APPROX.)PRESERVE EXISTING TREES(APPROX.)Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONN
SaveDate: 2020/04/30 9:23 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108e-102-pp.dwg
RevisionByAppdYYYY.MM.DDFile Name: 21108E-102-PP07PLAN & PROFILEXAS NOTED10SPJEJEPCMEPAINT FORK CREEKPROPOSED BANKFULLPROPOSED BEDEXISTING TERRACEEXISTING THALWEG020'40'1"=20'H020'40'10'1"=2'V02'4'1'STA 50+97.6 EL 2086.47BRUSH RUN
STA 51+99.6 EL 2086.18
BRUSH RUN
STA 53+05.4 EL 2085.86
BRUSH RUN
STA 54+16.3 EL 2085.12
BRUSH RUN
NEXISTING BEDROCK OUTCROP(TO REMAIN)BEGIN CONSTRUCTIONPROPOSED PAINT FORK CREEKSTA 50+00EXISTING BRIDGE OVERPAINT FORK (TO REMAIN)PROPOSED PAINT FORK CREEKEXISTING FARMROAD (TO REMAIN)PROPOSED CALIFORNIA CREEK(SEE SHEET 4)EXISTING PAINT FORK CREEKPROPOSED BENCH PROTECTION
Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONRevisionByAppdYYYY.MM.DDFile Name: 21108E-105-PLNT_DTLP-1PLANTING DETAILSXAS NOTED11SPJEJEPCME
OHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEProject No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONNSaveDate: 2020/04/29 5:14 PM Login: Just, Samv:\1726\active\172621108\03_data_design\03_cad\drawing\sheet_files\21108e-105-plnt.dwg
RevisionByAppdYYYY.MM.DDFile Name: 21108E-105-PLNT060'120'0P-2PLANTING PLANXAS NOTED12SPJEJEPCMEBEECH GLEN RD CALIFORNIA CREEK RDN
12+50.002080208520902095210020802085209020952100020400-20-4013+00.002080208520902095210020802085209020952100020400-20-4013+50.002080208520902095210020802085209020952100020400-20-4014+00.0020802085209020952100208020852090209521000204060801000-20-4014+50.0020802085209020952100208020852090209521000204060801000-20-4015+00.0020802085209020952100208020852090209521000204060801000-2010+00.002080208520902095210020802085209020952100020400-20-4010+50.002080208520902095210020802085209020952100020400-20-4011+00.002080208520902095210020802085209020952100020400-20-4011+50.002080208520902095210020802085209020952100020400-20-4012+00.002080208520902095210020802085209020952100020400-20-40Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONRevisionByAppdYYYY.MM.DDFile Name: 21108G-303-XSXS-1CROSS SECTIONSXAS NOTED13SPJEJEPCME1"=20'H020'40'10'1"=5'V05'10'2.5'APPROX. EXISTING GRADEPROPOSED GRADEBEGIN - CALIFORNIA CREEKNOTE:EXISTING GROUND IS DERIVED FROM LIDAR AND IS APPROXIMATE.PROPOSED GRADE MAY BE ALTERED AT THE ENGINEER'S DISCRETION.
15+50.0020802085209020952100208020852090209521000204060801000-20-40-60-80-100-12016+00.0020802085209020952100208020852090209521000204060800-20-40-60-80-100-12016+50.0020802085209020952100208020852090209521000204060800-20-40-60-80-100-120-14017+00.0020802085209020952100208020852090209521000204060800-20-40-60-80-100-12017+50.0020802085209020952100208020852090209521000204060800-20-40-60-80-100-120-140-16018+00.00208020852090209521002080208520902095210002040600-20-40-60-80-100-120-14018+50.0020752080208520902095207520802085209020950204060800-20-40-60-80-100-12019+00.0020752080208520902095207520802085209020950204060800-20-40-60-80Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONRevisionByAppdYYYY.MM.DDFile Name: 21108G-303-XSXS-2CROSS SECTIONSXAS NOTED14SPJEJEPCME1"=20'H020'40'10'1"=5'V05'10'2.5'BEGIN - LITTLE IVY CREEKAPPROX. EXISTING GRADEPROPOSED GRADENOTE:EXISTING GROUND IS DERIVED FROM LIDAR AND ISAPPROXIMATE. PROPOSED GRADE MAY BE ALTERED ATTHE ENGINEER'S DISCRETION.
19+50.00207520802085209020952075208020852090209502040600-20-40-60-8020+00.0020752080208520902095207520802085209020950204060800-20-40-60-8020+50.0020752080208520902095207520802085209020950204060801000-20-40-60-80-10021+00.0020752080208520902095207520802085209020950204060800-20-40-60-80-10021+50.0020752080208520902095207520802085209020950204060800-20-40-60-8022+00.0020752080208520902095207520802085209020950204060800-20-4022+50.00207520802085209020952075208020852090209502040600-20-40Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONRevisionByAppdYYYY.MM.DDFile Name: 21108G-303-XSXS-3CROSS SECTIONSXAS NOTED15SPJEJEPCME1"=20'H020'40'10'1"=5'V05'10'2.5'APPROX. EXISTING GRADEPROPOSED GRADENOTE:EXISTING GROUND IS DERIVED FROM LIDAR AND IS APPROXIMATE.PROPOSED GRADE MAY BE ALTERED AT THE ENGINEER'S DISCRETION.
19+50.00207520802085209020952075208020852090209502040600-20-40-60-8020+00.0020752080208520902095207520802085209020950204060800-20-40-60-8020+50.0020752080208520902095207520802085209020950204060801000-20-40-60-80-10021+00.0020752080208520902095207520802085209020950204060800-20-40-60-80-10021+50.0020752080208520902095207520802085209020950204060800-20-40-60-8022+00.0020752080208520902095207520802085209020950204060800-20-4022+50.00207520802085209020952075208020852090209502040600-20-40Project No.ScaleRevisionDrawing No.SheetTitleClient/ProjectClient/Project LogoPermit/SealNotesConsultantofABCD12345Copyright ReservedThe Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing- any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproduction oruse for any purpose other than that authorized by Stantec is forbidden.2127 Ayrsley Town Boulevard, Suite 300Charlotte, North Carolina 28273-3555Stantecwww.stantec.comTel: [phone]IssuedByAppdYYYY.MM.DDDsgn.Chkd.YYYY.MM.DDDwn.ARESOURCE INSTITUTE, INC.LITTLE IVY CREEK STREAM RESTORATIONMadison County, NC172621108162020.05.01NOT FOR CONSTRUCTIONRevisionByAppdYYYY.MM.DDFile Name: 21108G-303-XSXS-4CROSS SECTIONSXAS NOTED16SPJEJEPCMENOTE:EXISTING GROUND IS DERIVED FROM LIDAR AND IS APPROXIMATE.PROPOSED GRADE MAY BE ALTERED AT THE ENGINEER'S DISCRETION.1"=20'H020'40'10'1"=5'V05'10'2.5'APPROX. EXISTING GRADEPROPOSED GRADE