20150535 Ver 1_401 Application_20150615

U10 C
May 28, 2015
Ms. Karen Higgins
NC DENR — Division of Water Resource
401 & Buffer Permitting Unit Supervisor
512 North Salisbary St.
Raleigh, North Carolina 27604
Re: Hyatt Creek Stream Restoration Project
Section 401 Permit
Ms. Higgins,
Wolf Creek Engineering, pllc
Engineering and Environmental Consulting
o� @�ae�
JUN 0 1 ZU15
DENR - WATER RESOURCES
401 & BUFFER PERMITTING
Resource Institute, Inc. (RI) is seeking approval from the NCDENR for a Section 401 Permit
for construction of the Hyatt Creek Stream Restoration Site (the Site) in Haywood County,
North Carolina. Restoration is proposed for approximately 1,400 linear feet of Hyatt Creek 0.3
miles upstream from the confluence with the Richland Creek.
Funding for the proposed restoration efforts is being coordinated by RI and the Natural
Resources Conservation Service (MRCS), and is a combination of state funding and the NRCS
Environmental Quality Incentives Program (EQIP).
RI has contracted with Wolf Creek Engineering to provide design and construction oversight
services for the implementation of the restoration. The construction plans are included as an
attachment to this permit application. The following is a brief description of the site conditions
and the proposed restoration efforts.
Project Location
The Site is located in the southern Appalachian mountains of western North Carolina, in central
Haywood County, approximately three miles southwest of Waynesville. The upstream end of
the Site lies at LAVLONG 35 027'55.34 "N - 83'01'12.40"W. The Site drains to Richland
Creek and then to the Pigeon River (USGS 8 -digit Hydrologic Unit Code 06010106).
Property and Land Use
The Site includes two privately -held tracts of land totaling 32.7 acres. Both tracts of land have
most recently been use used for cattle grazing and hay production.
12'/2 Wall Street, Suite C • Asheville. NC 28801 • 828 449 1930 • www.wolfcreekeng com

Restoration Goals and Objectives
The primary goal of the Hyatt Creek Stream Restoration Project is to repair a degraded reach of
Hyatt Creek through implementation of sound restoration techniques, including bank
stabilization and in -stream structure installation.
The project objectives include the following:
• Improve water quality and reduce sediment input into Richland Creek by stabilizing
actively eroding banks
• Establish a buffer maintenance policy with the property owner to provide riparian
buffers on both channel banks within project limits
• Increase aquatic habitat and channel bed form diversity through the installation of in-
stream structures
• Correct channel incision and erratic meander behavior through the excavation of a
floodplain at bankfull elevation
Existing Conditions
The Site consists of an agricultural field which was most recently in pasture for cattle grazing.
The watershed is approximately 60% forested, with agricultural and low- density residential
land use composing the remainder. Based upon historic aerial imagery, the tract has been in
agricultural production for at least the last twenty years.
Hyatt Creek flows from west to east towards Richland Creek with a contributing watershed of
approximately 2.2 square miles. The average bed width of Hyatt Creek is approximately 6.5
feet and the average depth -to- terrace is approximately 2 feet. Most of the channel banks are
vertical, actively eroding bluffs which contribute significantly to the sediment input into
Richland Creek.
Restoration Methods
A geomorphically stable pattern will be returned to Hyatt Creek by re- meandering the channel
through portions of the agricultural field. A new floodplain will be excavated at bankfull
elevation which will increase flood conveyance and reduce flood stages, 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.
Wetland and Stream Impacts
Jurisdictional wetlands have not been delineated within the limits of the proposed construction
activities. Unavoidable, temporary stream impacts will occur along the entire length of Hyatt
Creek within the Site boundary in order to re- meander the channel along its proposed alignment
and provide approximately 930 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.
12V2 Wall Street, Suite C • Asheville, NC 28801 • 828 449 1930 • www.wolfcreekeng com

Summary
We anticipate that the immediate effects of implementing this project will cause ground
disturbance due to the use of heavy equipment in the construction of the stream components.
These activities are necessary to reverse the extensive disturbance and degradation of the Site.
The long -term effects of the project will be an overall enhancement and restoration of stream
functions and riparian buffer.
Should you have any questions, or if you require any additional information, please feel free to
contact me at my office (828) 449 -1930. Thank you for your time and attention to this matter.
Sincerely,
Wolf Creek Engineering, pile
Grant Ginn, P.E.
President
Attachments:
Application Fee of $570.00 (Check #,<—d- 8' l
Pre - Construction Notification (4)
Construction Plans, Half -Size (4)
Bound Copy of Supporting Documents (4)
121/2 Wall Street, Suite C • Asheville, NC 28801 • 828 449 1930 • www wolfcreekeng corn

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Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the
Corps
®Section 404 Permit E] Section 10 Permit
1 b 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
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ®No
For the record only for Corps Permit.
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
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
Hyatt Creek (McDonald) Site Stream Restoration Project
2b. County:
Haywood
2c
Nearest municipality / town
Waynesville, NC
2d. Subdivision name.
N/A
2e
NCDOT only, T I P. or state
project no:
N/A
3.
Owner Information
3a
Name(s) on Recorded Deed
1) Gregory McDonald, David Stentz Jr. 2) Kaye and Joseph Swift
3b.
Deed Book and Page No
1) 863/436 2) 863/436
3c.
Responsible Party (for LLC if
applicable).
N/A
3d. Street address.
Hyatt Creek Road
3e. City, state, zip.
Waynesville, NC 28734
3f.
Telephone no.:
3g
Fax no
3h.
Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a
Applicant is:
❑ Agent ® Other, specify: Project Sponsor
4b. Name:
Charles Anderson
4c.
Business name
(if applicable).
Resource Institute, Inc.
4d. Street address:
2714 Henning Dr.
4e. City, state, zip:
Winston- Salem, NC 27106
4f
Telephone no
(336) 750 -0522
4g.
Fax no
(336) 750 -0177
4h. Email address.
canderson @resourceinstituteinc.org
5.
Agent/Consultant Information (if applicable)
5a
Name
S. Grant Ginn, P E.
5b
Business name
(if applicable).
Wolf Creek Engineering, pllc
5c.
Street address
12 % Wall St. Suite C
5d
City, state, zip
Asheville, NC 28801
5e
Telephone no
(828) 449 -1930
5f.
Fax no.:
5g.
Email address
gginn @wolfcreekeng com
Page 2 of 11

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)*
1) 8604374803 2) 8604378735
lb
Site coordinates (in decimal degrees):
Latitude: 35.465371 Longitude: - 83 020112
(DD DDDDDD) ( -DD DDDDDD)
1 c.
Property size
1) 16.23 acres 2) 16 49 acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc ) to
Richland Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
B; Tr
2c.
River basin. map is available at
Pigeon
http: / /h2o enr.state.nc.us /adman /maps/
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The proposed project is located on privately owned property that was historically used for cattle grazing and hay
production. Site streams exhibit excessive erosion and instabilities due to impacts from cattle and agricultural practices.
3b
List the total estimated acreage of all existing wetlands on the property. 0 00 acres
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
1,398 linear feet of existing stream
3d
Explain the purpose of the proposed project.
The purpose of the project is to restore ecological function, natural stability and aquatic and terrestrial habitat to a riparian
system which has been negatively impacted by agricultural use.
3e
Describe the overall project in detail, including the type of equipment to be used:
The proposed activities are intended to restore degraded portions of Hyatt Creek located within the project limits. Erosion
control measures will be installed prior to any land disturbing activity to prevent erosion and retain sedimentation onsite.
Where the stream channel departs from morphologically stable conditions, it will be reconstructed with proper dimension,
pattern and profile Restoration will include the excavation of a new floodplain at bankfull elevation and the installation of
in- stream structures to provide stream bed integrity and improved habitat for aquatic species. Native vegetation will be
planted to provide restoration of a natural forested buffer adjacent to the stream channels and habitat for insect, terrestrial
and avian species Upon completion of the work, all access roads, staging areas, construction entrances and silt fence
will be removed and all disturbed soils will be stabilized with mulch and native seed to establish permanent ground cover
Equipment anticipated for construction efforts include track -hoes, skid - steers, track - trucks and off -road trucks.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)-
E] Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b.
2c.
2d
2e
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P FIT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
3b.
3c
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ®T
Restoration
Hyatt Creek
® PER
❑ INT
® Corps
❑ DWQ
6.5
1,389
S2 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
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
1,389
31 Comments Site stream exhibits instabilities in the form of actively eroding, vertical banks, which will be improved by the
implementation of restoration activities
Page 5 of 11

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 indiv ually list all open water impacts below.
4a.
4b
4c.
4d
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments:
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres) -
5j. Size of pond watershed (acres)
5k. Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form
6a.
❑ Neuse F1 Tar-Pamlico ❑Other,
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d
6e
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
61 ❑P ❑T
❑Yes
❑ No
El Yes
B2 ❑P ❑T
❑ No
F] Yes
B3 ❑P ❑T
❑ No
6h. Total buffer impacts
6i. Comments.
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. 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
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction access will take the most direct route to minimize disturbance to existing vegetation and land in current
agricultural production.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply)*
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature.
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only).
square feet
4e Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested.
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h Comments:
Page 7 of 11
PCN Form — Version 1 3 December 10, 2008 Version

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.
El Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11

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

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
lb If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description.
This project is a stream restoration project. The site will include provision of a riparian buffer to protect the stream from
future anticipated impacts.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
No wastewater will be generated by the proposed project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
Impacts?
❑ Raleigh
5c If yes, indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NRCS internal process — Form CPA -52
6. Essential Fish Habitat (Corps Requirement)
6a WIII this project occur In or near an area designated as essential fish habitats
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NRCS internal process — Form CPA -52
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would Impact historic or archeological resources?
NRCS internal process — Form CPA -52
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA - designated 100 -year floodplain?
® Yes ❑ No
8b If yes, explain how project meets FEMA requirements. The project is within a FEMA Limited- detailed studied stream and
the proposed activities will result in an improvement to the stream channel and increased conveyance A No -Rise
Certification will 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 Floodmaps
S. Grant Ginn, P.E.
I
Applicant/Agent's Printed Name
Date
Appl cant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 11

Hyatt Creek (McDonald) Stream Restoration Project
Supporting Documentation
• Vicinity Map
• Topographic Map
• Soil Survey Map
• Design Calculations
• Mutual Agreement Form
• Agent Authorization Form
• Most Current Deeds for the Site

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Sod Map — Haywood County Area, North Carolina
Map Unit Legend
Hyatt Creek (Mcdonald) Site Stream
Restoration
Haywood County Area, North Carolina (NC606)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CxA
Cullowhee- Nikwasi complex, 0
176
37.7%
to 2 percent slopes,
frequently flooded
DsB
Ddlsboro loam, 2 to 8 percent
12.6
270%
slopes
DsC
Ddlsboro loam, 8 to 15 percent
00
0.0%
slopes
EvE
Evard -Cowee complex, 30 to 50
57
122%
percent slopes
HaD2
Hayesvdle clay loam, 15 to 30
1 5
32%
percent slopes, eroded
SdD
Saunook loam, 15 to 30 percent
78
166%
slopes, stony
TrE
Tnmont gravelly loam, 30 to 50
16
33%
percent slopes, stony
Totals for Area of Interest
46.7
100.0%
USDA Natural Resources Web Sod Survey 4/29/2015
�� Conservation Service National Cooperative Sod Survey Page 3 of 3

1.0 Conceptual Design
Estimated Channel Values from Regional Curves
Project: Hyatt Creek (McDonald)
Project No.: 1075 -HYAT
Client: Resource Institute Inc.
Contract No.: 0
County /State: Haywood, NC
Hydro - Physio Province: 1 NC Mountains
WBKF
ABKF
dMEAN
`•WBKF
WEED •
d MAX •
WBKF
dMAx
Regional Curve Equations
Coefficient
Exponent
17.36
0.3693
18.559
0.6616
1.1771
0.2697
55.425
0.7874
12
0.45
1.5
0.27
Approximate Equations
Coefficient
Exponent
14.53496
0.39
1.64794
027
(Not Used in Calculations)
(Not Used in Calculations)
Design Status
Draft
Reach
Estimated Dimensions from Regional Curves
Drain
Area
m
W BKf
(ft)
A BK F
ftz
d MEAN
(ft)
W BED
(ft)
d MAx
(ft)
Pool
Spacing
(ft)
Rc
(ft)
Tangent
Length
(ft)
Hyatt Creek
23.2
31.3
1.5
17.1
1.9
116
46
46
P•X1075- HYATD Design X2015 -04 -30 HYATChannel Design (ver2014 -02) 51612015

1.1 Reach Locations
Project: Hyatt Creek (McDonald)
Project No.: 1075 -HYAT
Client: Resource Institute Inc.
Contract No.: 0
County /State: Haywood, NC
Existing Thalweg Proposed Design
Reach Stationing Stationing Description
Begin End Begin End
Hyatt Creek 100 +00 113 +89 100 +00 109 +60 Project Ends at D/S property boundary
P. (1075 -HYAT tiDesrgn (2015 -05 -27 HYAT Channel Design (ver2014 -02) 512712015

2.0 Discharge Calculations
Project: Hyatt Creek (McDonald)
Project No.: 1075 -HYAT
Client: Resource Institute Inc.
Contract No.: 0
County /State: Haywood, NC
Design Status
Draft
Estimated Discharges
Reach
Drainage
Area
(mil)
Bankfull
(cfs)
2 -yr
(cfs)
5 -yr
(cfs)
10 -yr
(cfs)
50 -yr
(cfs)
100 -yr
(cfs)
0.645
602
0.635
Hyatt Creek
2.20
103
235
413
563
993
1219
2.1 Discharge Calculation Input
Discharge Method Used: I USGS Regional Regression
Hydro- Physio Province: NC Mountains
NCDOT Rural Equations
Hydrologic Contour:
7.00
Watershed Length:
N/A
Watershed Width:
N/A
Percent Forest:
N/A
Regional Regression Equations
Event
Coef Exp
2 -yr 135 0.702
5 -yr
10 -yr
25 -yr
50 -yr
100 -yr
200 -yr
500 -yr
Bankfull Regional Equation
Event Coef Exp
Bankfull 55.425 0.7874
P•�1075- HYAT�Design�2015 -04 -30 HYAT Channel Design (ver2014 -02) 51612015
242
0.677
334
0.662
476
0.645
602
0.635
745
0.625
908
0.616
1160
0.605
Bankfull Regional Equation
Event Coef Exp
Bankfull 55.425 0.7874
P•�1075- HYAT�Design�2015 -04 -30 HYAT Channel Design (ver2014 -02) 51612015

3.0 Sediment Regime
Project: Hyatt Creek (McDonald)
Project No.: 1075 -HYAT
Client: Resource Institute Inc.
Contract No : 0
County /State: Haywood, NC
Reach
Bed Material Nature
Depth of Bed Probe (ft)
Matrix Bonding
Parent Material Exposure
Point Bars
Mid- channel Bars
Side- channel Bars
Diagonal Bars
Bar Length /WBEE
Dune Presentation of Bars
Channel Branching
Tributary Deltas
Dune Length /Height (ft)
Ripple Length /Height (ft)
Sediment Measurements
Pebble Count % SE
(Riffle)
Pebble Count
(Reach)
Bar Sample
Bed Sample
% Sa
Hyatt Creek Hyatt Creek
Pit Trap Pit Trap
Hyatt Creek (4/2/15) (4/6/15)
Design Status
Draft
mod
mod
mod
mod
mod
mod
6.5
min
min
min
D84
15
mod
mod
mod
D95
19.5
1.5
15
1.5
DM,
21.5
none
none
none
none
none
none
33%
54%
none
none
none
7
8
2
n/a
n/a
n/a
D84
31
24
15
n/a
n/a
n/a
D95
S5
34
d 8%
• Sand
25%
;0 17
D50
6.5
i4 29
D84
15
6 40
D95
19.5
d
io
A
is
Sediment Regime
Sediment Load
Sediment Mobilitv
P: 1i 1075-HYAT� Design �2015-04-30 HYAT Channel Design (ver2014 -02) 51612015
• Sand
25%
D50
6.5
D84
15
D95
19.5
DM,
21.5
%Sand
33%
33%
54%
D50
7
8
2
D84
31
24
15
D95
S5
34
24
Sediment Regime
Sediment Load
Sediment Mobilitv
P: 1i 1075-HYAT� Design �2015-04-30 HYAT Channel Design (ver2014 -02) 51612015

4.0 Design Section 1
Project: Hyatt Creek (McDonald)
Project No.: 1075 -HYAT
Client. Resource Institute Inc.
Contract No : 0
County /State: Haywood, NC
Design Status
Draft
Bank Slop
Thalweg Rati
Toe Depth Rati
Bench Width Rati
Bench Slop
Drainage Are
Design Section
Coef
Exp
6.50
0.48
1.38
0.28
2.5
(H:1)
0.3
70%
0.8
213%
0.6
20
(H:1)
2.20
(sq. mi.)
Point of Comparison
Hyatt Creek On -site @ U/s riffle
WBKF
WBEE
WTHI
d MA)
dTOE
ABKF
dMEAN
P
Hydr. P
W/d Ratic
Section Lompansons
Regional
Curve
Ref/
Wtrshed
Quick
Section
Detailed
Section
Design
Section
23.2
100
7.7
0.0
16.4
70%
164%
213%
#DIV /0!
17.1
10.6
7.0
9.5
55%
89%
136%
5.1
0.0
2.5
2.8
55%
#DIV /Oi
114%
1.9
17
1.8
0.0
1.7
93%
102%
96%
#DIV /0!
1.5
0.0
1.2
1.4
93%
#DIV /0!
115%
31.3
19.7
11.7
0.0
199
64%
101%
171%
#DIV /0!
135
1.97
152
#DIV /0!
1.22
90%
62%
80%
#DIV /0!
239
11.7
9.7
00
16.9
71%
144%
175%
#DIV /0!
1.31
1.68
1.21
#DIV /0!
1.18
90%
70%
97%
#DIV /0!
17.3
5.1
5.1
#DIV/0!
13.5
78%
266%
265%
#DIV /0!
P X 1075- HYAT�Design X 2015 -04 -30 HYAT Channel Design (ver2014 -02) 51612015

5.0 Typical Section Dimensions
Project Hyatt Creek (McDonald)
Project No.. 1075 -HYAT
Client: Resource Institute Inc.
Contract No. 0
County /State: Haywood, NC
Design Status
Draft
Reach
Drainage
Area
(mi`)
Design
Section
WBKF
WBED
WTHAL
WBENCH
dMAX
cITOE
Bank
Slope
(H:1)
Hyatt Creek
22
1
16.4
9.5
28
10
1.72
1.38
2.5
Pool Dimensions /
Reach Width dpOOL dMA%
Ratio W�" Wour Ratio daooL
Hyatt Creek 1.1 9.8 8.2 1.5 2.58
P :11075- HYAT�Destgn�2015 -04 -30 HYAT Channel Design (ver2014 -02) 51612015

6.0 Competence Calculations
Project: Hyatt Creek (McDonald)
Project No : 1075 -HYAT
Client: Resource Institute Inc.
Contract No.. 0
County/State. Haywood, NC
Design Status
Draft
Reach
Hydraulic
Radius (ft)
Largest Particle Calculations
Representative Particle Calculations
t*
Y
YS
DnnAx
(mm)
S
(ft /ft)
T*
Y s
Dso
(mm)
S
(ft/ft)
Hyatt Creek
1.18
0.031
1.65
22
0.0031
0.038
165
17
00030
Reach
Calculation Method
Sediment
Load
Percent Calculated
Slope
Design Slope Range
(ft /ft)
Min
Max
Hyatt Creek
Representative Particle
High
100%
120%
0.0030 to 0.0036
P:11075- HYAT�Design�2015 -04 -30 HYAT Channel Design (ver2014 -02) 51612015

'�0fLl
Mutual Agreement
for
Stream Restoration Project
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. R1 can assist with projects in a variety of ways, including, but not
limited to, fund- raising, administering project funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help farmers and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farmer /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 funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreements/contracts through USDA/NRCS.
RI will assist the farmer /landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. 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 fanner/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer /landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
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) tK� PAolty
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.
6. RI will work with farmers/landowners to resolve differences between construction costs
and payment schedule rates.
t

I
Signature Sheet:
Stream Restoration Project Agreement Letter
Cou� and
L4 (9 C) �+-
Stream Length
Kpty A� W lfT
FarmerAandowner Print Name and Title
im wf
Farmcrr/landowneV Signature and Title
I�l3�tty
Date�—
Email Address
,24g- gSlo- 8t�tS-
Phone Number
Resource Institute Incorporated
041 �'-
Chairman, Resour Institute RC &D, Inc.
Date
(I-Li
tream Name
FormaMedt l� 1 °, Right: 1 ",
Section start: Continuous, Footer
balance from edge: 1.33°, Different
first page

I
Mutual Agreement
for
Stream Restoration Project
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, fund- raising, administering project funds, and contracting for services needed to
complete a project. RI has recently adopted a project referred to as the Western North Carolina
Stream Initiative to help farmers and landowners address eroding stream banks that are
negatively affecting them through loss of property, hazards for livestock, sediment transport into
a stream and degraded aquatic habitat. The farmer/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 funding, for the design, construction oversight and unmet construction needs of the work for
sites with current EQIP program agreements /contracts through USDA/NRCS.
RI will assist the fanner/landowner by helping to address issues related to managing and
contracting for the required design, planning, permitting and construction work for stream
enhancement practices on the site, as well as necessary structure work, and bank stabilization.
RI's objective is to help address current water quality degradation issues; however, work cannot
be guaranteed for acts of nature related to flood events. RI is working with NRCS, Conservation
Districts and the farmer /landowner to help reduce those impacts as much as possible.
In providing services to the farmer/landowner on this tract of land for stream
restoration/stabilization activities to be performed we thereby mutually agree to the following
items:
1. The farmer /landowner will allow ingress and egress for all activities related to the stream
restoration/stabilization such as: surveys, engineering, construction, monitoring, etc. for
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 funders in an effort to help obtain matching
dollars. (Initial/date) G
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.
6. RI will work with farmers /Iandowners to resolve differences between construction costs
and payment schedule rates.

Signature Sheet:
Stream Restoration Project Agreement Letter
c -u k-uj f t roCl 13 1-10 J + �-1 C4�- l S 2cL IL
County Stream Length Stream Name
Gregory 5. Vi C f_)C%n OtJd
Farmer ando ner Print Name and Title
CAWAU M4&��LQ
VarnlVrl downer Signature an ' e
41- /09/-Or`�
Date
4 m c
EWail Address
,24-1-5
Phone Number
Resource Institute Incorporated
Chair n, es t t RC &D, Inc.
Date la
Formatted: Left: 1 ", Right: 1 ",
Section start: Continuous, Footer
dstance from edge: 1.33 ", Different
first page

AGENT AUTHORIZATION FORM
PROJECT: Hyatt Creek (McDonald) Site Stream Restoration Project
PROPERTY LEGAL DESCRIPTION: Hyatt Creek Road #A -1
PIN: 8604374803 DEED BOOK: 863 PAGE NO: 436
STREET ADDRESS: Hyatt Creek Rd Waynesville NC 28786
Please print:
Property Owner: Gregory S McDonald and David S. Stentz Jr.
Applicant: Charles Anderson
Business Name: Resource Institute. Inc.
The undersigned, registered property owners of the above noted property, do hereby authorize
S Grant Ginn. P.E. , of Wolf Creek Engineering, pllc
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
PO Box 1170 Waynesville, NC 28786
Applicant's Address: 2714 Henning Dr. 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 Signatu e
Applicant `
Date:
Au oria d SkfnaturO
Agent
Date: A-V I S

AGENT AUTHORIZATION FORM
PROJECT: Hyatt Creek (McDonald) Site Stream Restoration Project
PROPERTY LEGAL DESCRIPTION: Hyatt Creek Road #A -2
PIN: 8604378735 DEED BOOK: 863 PAGE NO: 436
STREET ADDRESS: Hyatt Creek Rd. Waynesville, NC 28786
Please print:
Property Owner: Kaye Armstrong Swift and Joseph Neal Swift
Applicant: Charles Anderson
Business Name: Resource Institute, Inc
The undersigned, registered property owners of the above noted property, do hereby authorize
S. Grant Ginn, P.E. of Wolf Creek Engineering, pllc
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
PO Box 870 Waynesville NC 28786
Applicant's Address: 2714 Henning Dr. 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 Signatur
Applicant
Date: t-4 - iA - 15
Authifrizeff
Slefiaturek
Agent
Date:

PENDING REVIEW FOR TAX LMNG
DA's F— 3 ~� - f 3
STATE OF NORTH CAROLINA
HAYWOOD COUNTY
2014001702
HAYWOOD CO, NC FEE $26 00
PRESENTED d RECORDED
03 -11 -2014 08:58.24 AM
SHERRIC ROGERS
REG,STEP OF DEEDS
BY STACY C MOORE
DEPUTY
BK: RB 863
PG: 436 -437
AFFIDAVIT PERTAINING TO A DECEDENT'S ESTATE
NOW COMES Ka.xarn > fron n 5,/ i f t , being first duly
Sworn, deposes and says: ir
1. That 1 am an heir to 40( �1 L.( -) 1 �%✓ 1ff— who owned real property in Haywood
County, North Carolina and who died on _
2. That my relationship to the Decedent was TL.O 1
3. That the heirs of f, T Le w1l l f r who inherited an interest in the real
property of the Decedent, are as follows:
NAME
PERCENTAGE
UNDIVIDED INTEREST
RELATIONSHIP TO
DECEDENT
ADDRESS
°
�t 2a
This the day of i��C`l `� -f
ALA 6/r (SEAL)
SWORN TO AND SUBSCRIBED BEFORE ME, this the day of
My commission expires:
NOTARY PUBLIC
LL
[OFFICIAL SEAL] DEBOW W.
NOTARY PU13UC
HAyWooD COUNTY, NC
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astrument# 2013000636 Book 839 Page 1251
PENDING REVIEW FOR TAX LISTING
naT� - a3 - ra sv
HAY WOOD COUNTY TAX CM1FICATI0N
There are no delinquent taxes due that are a lien
against parcel number(s) 4601 X % Zb
David B. Francis.,Flaywood County Tax Collector
Date: By:
IIIIIdN�N�III11UIlIlll II I I III �)
2013000636
HAYWOOD CO, NC FEE $26 00
NO TAXABLE CONSIDERATION
PRESENTED 6 RECORDED
01 -23 -2013 09:06:30 AM
SHERRI C. ROGERS
REGISTER OF DEEDS
BY AMANDA GUTIERREZ
DEPUTY
BK: RB 839
PG: 1251 -1256
NORTH CAROLINA GENERAL WARRANTY DEED
Excise tax: $ -0-
Parcel Identifier No. 9K*-- 3 %— 6168 % TM- NOT CHECKED BY PREPARER
Mail after recording to: Woodrow H. Griffin
This instrument was prepared by: Woodrow H. Griffin, Attorney, Waynesville NC 28786
THIS DEED is made this L/7-8ttay of 2013, between
GRANTOR
KAYE ARMSTRONG SWIFT, unremarried
widow
JOSEPH NEAL SWIFT and wife,
MADISON SWIFT
DYLAN JOSEPH SWIFT and wife,
SUZANNE SWIFT
GREGORY S. McDONALD and wife,
RUTH D. McDONALD
DAVID S. STENTZ, JR. and wife, DAISY
STENTZ
If checked, this WAS a Grantor's Principal
Residence (otherwise ignore): ❑
GRANTEE
LANE PREVOST SWIFT, fifty percent
(50 %) of the Grantors'combined undivided
interest
DANIEL KILLIAN SWIFT, Trustee of the
James Norwood Swift Revocable Trust dated
March 25, 1993, fifty percent (50 %) of the
Grantors' combined undivided interest
Address:
The designations Grantor and Grantee shall include the parties, their respective heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSES that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, does grant, bargain, sell and convey unto the Grantee in fee simple, all of that certain lot or parcel of
land situated in Waynesville Township, Haywood County, North Carolina, more particularly described as follows

astrnment# 2013000636 Book 839 Page 1252
SEE ATTACHED EXHIBT A INCORPORATED HEREIN FOR COMPLETE
DESCRIPTION:
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
wan-ant and defend the title against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this the day and year first
above written.
(SEAL)
Ka Armstrong Swift
"J� Qmo'gau 01 (SEAL)
G o McDonnilldd
. 0 '
• / ' ���i/ (SEAL)
Ruth D. McDonald
Haywood County, State: North Carolina
I, the undersigned, a notary public for said county and state, certify that
Kaye Armstrong Swift, Gregory S. McDonald and Ruth D. McDonald
personally appeared before me this day, and acknowledged to me that
SEAL -STAMP they signed the foregoing document for the purpose stated therein as their
voluntary act and deed.
ate Notary Public
SUSAN H PURVIS
NOTARY PUBLIC y Commission expires: l ' a0 -c&0 �
HAYWOOD COUNTY, NC
M' C 58M1D(P M"0.2017

?astruinent# 2013000636 Book 839 Page 1253
SEE ATTACHED EXHIBT A INCORPORATED HEREIN FOR COMPLETE
DESCRIPTION:
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this the day and year first
above written.
AL
/,Tosefh Neal Swift
-AM44-2t' I"-.
(SEAL)
Madison Swift
County, State: �C
I, the undersigned, a notary public for said county and state, certify that
Joseph Neal Swift and Madison Swift, personally appeared before me this
day, and acknowledged to me that they signed the foregoing document for
SEAL -STAMP the purpose stated therein as their voluntary act and deed.
AAAAAAAAAA
GLORIA L RODRIGUEZ ?
2 Notary Public
* STATE OF TEXAS ate NOtary b11C
My Comm. Exp 09 -11 -2013
My Commission expires:

astrument# 2013000636 Book 839 Page 1254
SEE ATTACHED EXHIBT A INCORPORATED HEREIN FOR COMPLETE
DESCRIPTION:
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantors have hereunto set th h fan)seals th is day and year first
above written.
Dylan Jo4h Swift
Swift
"A bL County, State: M6 .c 44A.Sk 6
I, the undersigned, a notary public for said county and state, certify that
Dylan Joseph Swift and Suzanne Swift, personally appeared before me
this day, and acknowledged to me that they signed the foregoing
SEAL -STAMP document for the purpose stated therein eir vol tary act and deed.
2
Date N Pu li
�' ERIN F3. FR08T
My Commission expires: TARP PUBLIC
WX�Aiw ��THOFMAssaa+usErrs
W0WMEqftAt411,201?

astrument# 2013000636 Book 839 Page 1255
' r
3
SEE ATTACHED EXHIBT A INCORPORATED HEREIN FOR COMPLETE
DESCRIPTION:
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this the day and year first
above written.
I
I
or •••
o P BLIA
N C Q
i
County, State: 'n&L � tn°�
Y
I, the undersigned, a notary public for said county and state, certify that
David S. Stentz, Jr. and Daisy Stentz, personally appeared before me this
day, and acknowledged to me that they signed the foregoing document for
the purpose stated therein as their voluntary act and deed.
1 -II -13
Date
My Commission expires:
U
Notary Public
Ia -al -►h

instrument# 2013000636 Book 839 Page 1256
EXHIBIT A
DEED FROM KAYE ARMSTRONG SWIFT ET AL
TO
LANE PREVOST SWIFT ET AL
BEING all of the Grantors' combined right, title and interest in the following described
tract:
CONTAINING 16.855 acres and BEING TRACT A -3 as shown on that plat and survey
of Clifford G. Sechser, Professional Land Surveyor, dated April 3, 2003, revised
November 30, 2012, recorded in Plat Cabinet C, Slot 6266, Haywood County Registry.
TOGETHER WITH AND INCLUDING to the Grantees, their heirs, assigns and
successors, and EXCEPTING AND RESERVING to the Grantors, their heirs, assigns
and successors is the right to the joint use of that 50 foot wide right of way and easement
and that 60 foot wide right of way and easement crossing over the property described
herein and as shown on the above referenced recorded plat and survey, said rights of way
and easements being for ingress, egress, and general utility purposes to and for the benefit
of tracts A -1, A -2 and A -3 as shown on said plat and survey, including the right to the
Grantors, their heirs, assigns and successors to enter upon the property described herein
for the purpose of constructing, maintaining and repairing road and utilities, including
underground water, sewer, electrical, cable and phone lines and related structures within
said rights of way and easements. Also TOGETHER WITH AND INCLUDING to the
Grantees, their heirs, assigns and successors, and EXCEPTING AND RESERVING to
the Grantors, their heirs, assigns and successors, is the right to the joint use of that 20 foot
wide utility easement crossing over the property described herein and as shown on the
above referenced recorded plat and survey, said utility easement being for general utility
purposes, including underground water, sewer, electrical, cable and phone lines, and
related structures, including the right to the Grantors, their heirs, assigns and successors
to enter upon the property described herein for the purpose of constructing, maintaining
and repairing said utilities within said rights of way and easement. The costs and
expenses of the construction, maintenance and repair of any road and/or utilities
constructed within said rights of way and easements shall be shared equally among the
users of said road and utilities.
Furthermore, if the Grantees herein, their heirs, assigns and successors, should cause or
allow the property described herein to be used for pasturing purposes, they shall erect
cattle guards, but not gates, as such points as the above described road crosses the
boundary lines of the property described herein.
BEING a part of tract described in that deed from Hazel K. Swift to Haseltine Swift
McDonald, James Norwood Swift, and William F. Swift, dated January 23, 1981,
recorded in Deed Book 321, Page 719, Haywood County Registry.

RESOURCE INSTITUTE, INC F. TOTLL 9�[S
W RAMEWLLE NC 1075 -HYAT 1 8
UPERMIT DRARING3 5/11715
HYA TT CREEK MCI ONA LDUS -23/74
I PROJECT SIZE REVISIONS
W HYATT CREEK RD STREAAIRESTORATIONPWO.IECT
JUN 0 1 2015
Q HYATT CREED
HAYWOOD COUNTY NORTH CAROLINA 401&BUFFERRE PERMITTING
, 401 &BUFFER PERMITTI
VICINITY MAP 2 0 1 5 0 5 3 5
NOT TO SCALE
i
W � /
W 0
SHEET 4
O SHEET INDEX
SHEET NO DESCRIPTION
1 TITLE SHEET
I SITE PLAN
2 TYPICAL SECTIONS
3 DETAILS
4 -5 PLAN AND PROFILE
P -1 PLANTING DETAILS
P -2 PLANTING PLAN
PERMIT DRAWINGS
GRAPHIC SCALES SCALE IN FEET) PROJECT LENGTHS Prepared by Prepared for
20 0 20 60
l j' 1 PERMIT DRAWINGS
PLAN & HORIZONTAL PROFILE — SHEETS 4 -5 '01F No
PROPOSED RESTORATION HYATT CREEK = 034 FT �C:LI puc—GRIAICj NOT FOR CONSTRUCTION RI.SOURCE
i N, 1n UTL
2 0 2 6 4VolfCreekEngineenng,Pllc
License No P -0417
VERTICAL PROFILE — SHEETS 4 -5 12 wall St Suite DAN MCCLURE
Asheville, North Carolina 28801
Phone [phone] PROJECT ENGINEER PROJECT MANAGER
www wolfaeekeng com

NATILAL RO N
BANK PROTECTION SEE
DETAIL SHEET 3A
Em
SECTION 1
TYPICAL RIFFLE
NOT TO SCALE
G3QUNk
droE �' EROSION CONTROL
MATTING
BANK PROTECTION
SEE DETAIL SHEET 3A
NAi,V—RAL G.RQ.UNQ q1 MAX CL THALWEG
20 1 0 } �1 Age GIRD
20
R
Zs' drDE ti5,
d�L
BANK PROTECTION SEE BANK PROTECTION
DETAIL SHEET 3A SEE DETAIL SHEET 3A
}"IrNn
SECTION 1
TYPICAL POOL
NOT TO SCALE
TABLE 1 SECTION DIMENSIONS
REACH
HYATT
CREEK
STREAM TYPE
PERCENTOF
REACH
TYPICAL
SECTION
RIFFLE DIMENSIONS
164
XSBKF (ft)
DEPTH OF
POOL DIMENSIONS
STATION WBKF
T WBED
WnaL
WBecH
dRFF
droe WIN
WouT
dwoL
APPROX
(ft)
(ft)
(ft)
(ft)
(ft)
(ft) (R)
(R)
(R)
ft
HYATT CREEK
1
100 +00 TO 109 +77 164
95
28
10
1 72
1 38
982
619
258
1
NOTE, APPROXIMATE POOL DEPTH IS DEPTH OF POOL RELATIVE TO DOWNSTREAM HEAD OF RIFFLE
TABLE 2 SUPPLEMENTAL BED MATERIAL (WITH HARVESTED GRAVEL)
REACH
HYATT
CREEK
STREAM TYPE
PERCENTOF
TOTAL MD(
220
WBKF (ft)
164
XSBKF (ft)
DEPTH OF
dKAFAN(ft)
12
dMA% (ft)
17
SAVC (ft/R)
0 005
REACH
ON -SITE
12"
3/4"
2" STONE
6" STONE
12' STONE
BED
POOL -POOL RATIO
HARVEST
STONE
STONE
NCDOT
NCDOT
MATERIAL
MATERIAL
(NO 57)
(NO 5)
(SURGE)
(CLASS A)
(CLASS B)
(FT)
HYATTCREEK
100%
04
TABLE 3 MORPHOLOGIC TABLE
REACH
HYATT
CREEK
STREAM TYPE
C4
DRAINAGE AREA m12
220
WBKF (ft)
164
XSBKF (ft)
199
dKAFAN(ft)
12
dMA% (ft)
17
SAVC (ft/R)
0 005
SVALLEY(")
0006
W/D RATIO
135
ENTRENCHMENT RATIO
28
SINUOSITY
106
POOL -POOL RATIO
5-7
MEANDER WIDTH RATIO
29
PERMIT
RAWINGS
NOT FOR C
NSTRUCTION
GENERAL NOTES,
1 CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE
UTILITY INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD
VERIFICATION OF EXISTING CONDITIONS, OBSTRUCTIONS, AND
UTILITIES WHICH MAY AFFECT PROPOSED WORK
2 ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR THE
STREAM OR ITS TRIBUTARIES SHALL BE INSPECTED REGULARLY
AND MAINTAINED TO PREVENT CONTAMINATION OF STREAM
WATERS FROM FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR
OTHER TOXIC MATERIALS
3 CLEARING AND GRUBBING SHALL BE LIMITED TO THAT WHICH IS
NECESSARY FOR CONSTRUCTION OF THE PROPOSED CHANNEL
AND SHALL BE APPROVED BY THE ENGINEER
4 CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE INGRESS
AND EGRESS FROM SITE FOR ALL VEHICLES INCLUDING, BUT NOT
LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS AFFECTED BY
CONSTRUCTION TRAFFIC
5 CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS
GENERATED BY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
ALL FEDERAL, STATE AND LOCAL REGULATIONS
6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS TO
EXISTING FACILITIES FROM DAMAGES OCCURRING AS A RESULT
OF CONSTRUCTION ACTIVITIES
7 THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRACTICES SHALL OCCUR PRIOR TO LAND DISTURBING ACTIVITIES
SURVEY.
THE COORDINATE SYSTEM IS THE NAD83 NORTH CAROLINA STATE PLANE GRID
THE VERTICAL DATUM IS NAVD88
CHANNEL CONSTRUCTION NOTES
1 CONSTRUCTION SHALL BEGIN AT THE UPSTREAM END OF
EACH CHANNEL REACH AND PROCEED DOWNSTREAM UNLESS
APPROVED OTHERWISE BY THE ENGINEER
2 BED MATERIAL ON RIFFLE SECTIONS SHALL CONSIST OF BED
MATERIAL EXCAVATED FROM EXISTING CHANNEL WHERE
INSUFFICIENT BED MATERIAL IS PRESENT IT SHALL BE
SUPPLEMENTED WITH MATERIAL ACCORDING TO TABLE 2 AND
AS DIRECTED BY THE ENGINEER
3 THE CHANNEL BANKS SHALL BE STABILIZED ACCORDING TO
THE BANK PROTECTION DETAILS ON SHEET 3
4 DIMENSION TOLERANCES SHALL BE AS FOLLOWS
WIDTH +/- 0 5 FT
DEPTH +/- 0 2 FT
RIFFLE ELEVATIONS +/- 01 FT
POOL ELEVATIONS + 0 1 FT, - 05 FT
STRUCTURE ELEVATIONS +/- 01 FT
5 EXISTING CHANNEL INDICATED TO BE FILLED ON PLANS
SHALL BE BACKFILLED WITH 1 -FOOT LIFTS AND COMPACTED
TO IN -SITU SOIL DENSITY CHANNEL SHALL BE FREE FROM
BRUSH AND ORGANIC DEBRIS PRIOR TO BACKFILLING
6 PUMP AROUND OPERATION SHALL BE USED TO DIVERT FLOW
DURING CONSTRUCTION WHEN PRACTICAL
TREE SURVEY /HARVEST /PROTECTION NOTES
1 WOODY MATERIAL WILL BE HARVESTED ON -SITE FOR USE
AS IN- STREAM STRUCTURES FOR STREAMBANK STABILITY,
GRADE CONTROL AND AQUATIC HABITAT
ENHANCEMENT /RESTORATION WOODY MATERIAL INCLUDES
BOTH LARGE AND SMALL SIZE DIAMETER TREES INCLUDING
STEM AND ROOT MASS TREES WILL BE HARVESTED FROM
UPLAND AREAS AS WELL AS ALONG RECONSTRUCTED
STREAM BANKS DURING THE RESTORATION CONSTRUCTION
PROCESS
2 PREFERRED HARVEST TREES TO BE SELECTED FOR
RESTORATION PURPOSES SHALL FIRST INCLUDE ALL
DISEASED, DAMAGED, HAZARD, AND UNDESIRABLE TREE
SPECIES UNTIL THE QUANTITIES NEEDED FOR STREAM
RESTORATION ARE MET AREAS SELECTED FOR HARVEST
SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AND
DELINEATED BY A CERTIFIED ARBORIST OR OTHER
PROFESSIONAL ECOLOGIST /BIOLOGIST
3 ALL WOODY MATERIALS WILL BE STOCKPILED IN THE
APPROVED STAGING AND STOCKPILE AREAS
4 IN ALL AREAS WHERE TREES ARE HARVESTED PROPER BMP
AND EROSION AND SEDIMENT CONTROL WILL BE
IMPLEMENTED AND THE AREA IMMEDIATELY STABILIZED WITH
TEMPORARY AND PERMANENT SEEDING /MULCH AS
HARVESTING OCCURS

TABLE 4: STRUCTURE DIMENSIONS
REACH
STRUCTURES
BOULDERS
TOTAL LOG
LENGTH (FT)
L
(FT)
X
(FT)
LENGTH
(FT)
WIDTH
(FT)
DEPTH
(FT)
HYATT CREEK
15
1 5
2 5 -3 5
12 0 -2 5
1 5 -2 0
25
NOTE TOTAL LOG LENGTH INCLUDES THE ROOTBALL
TABLE 5: LOG DIAMETERS
TOTAL LOG LENGTH (FT)
MIN DIAMETER (IN)
MAX DIAMETER (IN)
< 20
12
18
20 -40
18
24
40 -60
24
30
BURY END OF LOG VANE X' INTO
CHANNEL BANK (SEE TABLE 4 X
FOR MIN DIMENSION "X ")
PAST TEND OF ESTRUCTURE2(TYP)
A
A "\ �o
BURY END OF LOG VANE X' LOG
Y P
'" v ANCHOR ROCKS
INTO CHANNEL BED (SEE y. FILTE
/�J'"
/��4qo
•�i1`P /�pli1
TABLE 4 FOR MIN DIMENSION FABRIC
%D"o A
R00T WAD
LOGS ON APPROX 2'
SEE TABLE 4 &
COIR FIBER a
CENTERS AND ANGLED
FOR LOG DIMENSI NS
FLOW
30 UPSTR
PERPENDICULAR TO
1
/I
BANKFULL
FOOTERS AND SOIL ADDED BRUSH FILL ANGLED
STR CTURE INVERT
TO FILL IN VOIDS UPSTREAM WITH SOIL
BENCH
(GRADE PT ELEV)
ADDED TO FILL IN
SEE TABLE 4 FOR
VOIDS
1
BOULDER DIMENSIONS
BRUSH TOE
BACKFILL
SEE SECTION
TOE MATTING INTO CHANNEL
PLAN
LOG VANE W/ HOOK
PLAN VIEW
NOT TO SCALE
SECURE FABRIC
TO HEADER
FILTER FABRIC BACKFILL CAP
SEE NOTE 2 9�
o
Q VOIDS SHALL BE
HEADER CHINKED WITH BRUSH
LOG PRIOR TO INSTALLATION
OF FILTER FABRIC
CHANNEL BED BACKER, LOG BACKFILL
SEE NOTE 1
SECTION A -A
NOT TO SCALE
STEP 11 TS EP 2 STEP 3 STEP 4
FOOTER LOGS CROSS LIMBS BRUSH FILL SOIL LIFT
RA
BRUSH TOE
SECTION
NOT TO SCALE
POOL EXCAVATED
Y
BELOW BRUSH TOE
•�i1`P /�pli1
6" TO 12" FOOTER
2' (MIN)
LOGS ON APPROX 2'
COIR FIBER a
CENTERS AND ANGLED
CROSS LIMBS SET APPROX
30 UPSTR
PERPENDICULAR TO
BANKFULL
FOOTERS AND SOIL ADDED BRUSH FILL ANGLED
r
TO FILL IN VOIDS UPSTREAM WITH SOIL
BENCH
PROPOSED GRADE
W
ADDED TO FILL IN
VOIDS
BRUSH TOE
TOE MATTING INTO CHANNEL
PLAN
NOT TO SCALE
BANK PROTECTION
BED BY INSTALLING BED
2I
(SOIL LIFT)
BANKFULL
BANKFULL
BENCH
MATERIAL AFTER INSTALLATION
l
TOP OF BRU
�6" ABOVE LO
BACKFILL
OF MATTING
2' (MIN)
BRUSH FILL
1'(MIN)- 2'(MAX
6" TO 12"
CROSS LIMBS
FOOTER LOGS
,....
BRUSH TOE
SECTION
NOT TO SCALE
/ BANK PROTECTION
(SOIL LIFT)
NOTES,
1 STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF
ON -SITE SOIL COMPACTED TO IN -SITU DENSITY
2 STRUCTURE BACKFILL CAP SHALL CONSIST OF 2 -4"
STONE AND ON -SITE SOIL MIXED IN EQUAL PARTS
MIXTURE CAN BE ACHIEVED BY COMPACTING STONE
INTO PLACED SOIL WHERE ON -SITE STONE /GRAVEL
IS AVAILABLE AND OF SUFFICIENT SIZE, IT MAY BE
USED IN PLACE OF QUARRY STONE, AS APPROVED
BY THE ENGINEER
3 ALL VOIDS AND GAPS BETWEEN BOULDERS AND
LOGS SHALL BE CHINKED WITH STONE PRIOR TO
INSTALLATION OF FILTER FABRIC
m 2' (MIN)
°
COIR FIBER 0
MATTING
BANKFULL
BENCH
ANCHORS ON
3' CENTERS _
COIR FIBER —
NETTING
BRUSH TOE OR ROOTWAD SEED AND STRANTJ
ACCORDING TO PLANS — 2 "X2 "X18" HARDWOOD
TOPSOIL AND SOD
— SALVAGED FROM SITE STAKES ON 2' CENTERS
2 "X2 "X1B" HARDWOOD
STAKES ON 2' CENTERS
BANK PROTECTION - METHOD 2
SOIL LIFT
NOT TO SCALE
Y
0
2' (MIN)
COIR FIBER a
MATTING °
BANKFULL
r
BENCH
PROPOSED GRADE
W
BED
TOE MATTING INTO CHANNEL
0
BED BY INSTALLING BED
w°
WTHAL
MATERIAL AFTER INSTALLATION
OF MATTING
SEED AND STRAW
1 HARDWOOD
. ^.�:�'•,i "„
TOPSOIL AND SOD
STAKES ON ' NTERS
;,��,c
SALVAGED FROM SITE
BED MATERIAL
ANCHORS ON
SEE TABLE 2 BANK PROTECTION-
BED MATERIAL-
3' CENTERS
BOTTOM OF SHEET 2 SEE BANK PROTECTION
SEE SHEET 2, CHANNEL
"X2
SUBGRADE DETAILS
CONSTRUCTION NOTE 2
2 X18" HARDWOOD
STAKES ON 2' CENTERS
BED MATERIAL DETAIL
BANK
PROTECTION - METHOD 1
NOT TO SCALE
SOD AND MAT
NOT TO SCALE
/ BANK PROTECTION
(SOIL LIFT)
NOTES,
1 STRUCTURE BACKFILL MATERIAL SHALL CONSIST OF
ON -SITE SOIL COMPACTED TO IN -SITU DENSITY
2 STRUCTURE BACKFILL CAP SHALL CONSIST OF 2 -4"
STONE AND ON -SITE SOIL MIXED IN EQUAL PARTS
MIXTURE CAN BE ACHIEVED BY COMPACTING STONE
INTO PLACED SOIL WHERE ON -SITE STONE /GRAVEL
IS AVAILABLE AND OF SUFFICIENT SIZE, IT MAY BE
USED IN PLACE OF QUARRY STONE, AS APPROVED
BY THE ENGINEER
3 ALL VOIDS AND GAPS BETWEEN BOULDERS AND
LOGS SHALL BE CHINKED WITH STONE PRIOR TO
INSTALLATION OF FILTER FABRIC
m 2' (MIN)
°
COIR FIBER 0
MATTING
BANKFULL
BENCH
ANCHORS ON
3' CENTERS _
COIR FIBER —
NETTING
BRUSH TOE OR ROOTWAD SEED AND STRANTJ
ACCORDING TO PLANS — 2 "X2 "X18" HARDWOOD
TOPSOIL AND SOD
— SALVAGED FROM SITE STAKES ON 2' CENTERS
2 "X2 "X1B" HARDWOOD
STAKES ON 2' CENTERS
BANK PROTECTION - METHOD 2
SOIL LIFT
NOT TO SCALE

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ENGINEERING k ENVIRONMENTAL CONSULTING
LICENSE NO P -0417
12 1/2 Wall St. Sufte C Aahevllle. NC 28801
PHONE [phone]fFW %OLPCREEKENG COM
HYATT CREEK MCDONALD SITE
' RESOURCE INSTITUTE, INC
PLAN & PROFILE
� AS NOTED aY TAS
5/11/15 17 CME IO'7�J �rJ
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IBOUNDARY (BY OTHERS)
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106 +00 107 +00 108 +00
FULL SIZE PLAN - HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1 " = 2'
2173
-2760
-27651
-27601
2755
109 +00 110 +00
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2755
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HALF SIZE PLAN - HORIZONTAL: 1" = 40' VERTICAL. 1" = 4' HYATT CREEK (McDONALD)

BUDS FACING UPWARD SQUARE CUT TOP
LIVE CUTTING
MIN Y1' DIA
ANGLE CUT 30 - 45 DEGREE
LIVE STAKE DETAIL
IST LIVE STAKE ROW
SET 15' FROM TOE
ON INSIDE OF BEND
6: STAKE SPACING/ ROW SPACING
3' ROW SPACING
3: STAKE SPACING/
3' ROW SPACING
STAGGI
J IHKIIVI� Y'HI I LKIN
NOT TO SCALE
PLANTING NOTES,
TEMPORARY AND PERMANENT SEED
1 ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED TO PROVIDE ADEQUATE GROUND COVER AND
CONDITION THE SOIL
2 MULCH MUST BE ADDED TO ACHIEVE 80% COVERAGE (ROUGHLY
2 TONS /ACRE FOR WHEAT STRAW)
3 A FERTILITY SOIL TEST SHALL BE USED TO DETERMINE
FERTILIZER AMOUNTS OR, IF NO SOIL TEST IS AVAILABLE, A
STANDARD MIXTURE SHALL BE APPLIED OF 2 TONS OF LIME PER
ACRE AND 700 -1000 LES OF 10 -10 -10 FERTILIZER PER ACRE
BARE ROOT PLANTINGS
1 PLANT BARE ROOT SHRUBS AND TREES IN AREAS AS INDICATED
ON THE PLANS
2 PROVIDE 12' OF SPACING BETWEEN PLANTS
3 LOOSEN COMPACTED SOIL AND PLANT IN HOLES FORMED WITH A
MATTOCK, DIBBLE BAR OR EQUAL
4 PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO
PREVENT CROWDING OF ROOTS
SPACING 5 ROOTS SHALL BE KEPT MOIST DURING TRANSPORTATION,
DISTRIBUTION, AND INSTALLATION
6 PLANTS SHALL BE HEELED -IN INTO MOIST SOIL IF NOT
PROMPTLY PLANTED AFTER DELIVERY TO THE PROJECT SITE
LIVE STAKES
1 STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY
2 STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED
3 STAKES SHALL BE INSTALLED ORTHOGONALLY TO THE BANK AND
WITH BUDS POINTING UPWARDS
4 STAKES SHALL BE Yz TO 2 INCHES IN DIAMETER AND 2 TO 3
FEET IN LENGTH
5 AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE
PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3 INCHES
AND NO MORE THAN 6 INCHES ABOVE THE GROUND
1ST WE STAKE ROW SHALL BE
AT LEAST 1 5' FROM TOE OF
RIFFLE SECTION CHANNEL OR AT TOP OF BANK,
WHICHEVER DISTANCE IS SHORTER
NOT TO SCALE
^vim
NUMBER OF LIVE STAKE ROWS
CHANNEL
STRATUM
PLANT MATERIAL
SIZF
STEMS /ACRE
DEPTH
INSIDE
TANGENT
OUTSIDE
(FT)
OF BEND
% MIX
OF BEND
0 - 15
1
1
2
15 -25
2
2
3
25 - 35
3
3
4
J IHKIIVI� Y'HI I LKIN
NOT TO SCALE
PLANTING NOTES,
TEMPORARY AND PERMANENT SEED
1 ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED TO PROVIDE ADEQUATE GROUND COVER AND
CONDITION THE SOIL
2 MULCH MUST BE ADDED TO ACHIEVE 80% COVERAGE (ROUGHLY
2 TONS /ACRE FOR WHEAT STRAW)
3 A FERTILITY SOIL TEST SHALL BE USED TO DETERMINE
FERTILIZER AMOUNTS OR, IF NO SOIL TEST IS AVAILABLE, A
STANDARD MIXTURE SHALL BE APPLIED OF 2 TONS OF LIME PER
ACRE AND 700 -1000 LES OF 10 -10 -10 FERTILIZER PER ACRE
BARE ROOT PLANTINGS
1 PLANT BARE ROOT SHRUBS AND TREES IN AREAS AS INDICATED
ON THE PLANS
2 PROVIDE 12' OF SPACING BETWEEN PLANTS
3 LOOSEN COMPACTED SOIL AND PLANT IN HOLES FORMED WITH A
MATTOCK, DIBBLE BAR OR EQUAL
4 PROVIDE PLANTING HOLE SUFFICIENT IN SIZE AND DEPTH TO
PREVENT CROWDING OF ROOTS
SPACING 5 ROOTS SHALL BE KEPT MOIST DURING TRANSPORTATION,
DISTRIBUTION, AND INSTALLATION
6 PLANTS SHALL BE HEELED -IN INTO MOIST SOIL IF NOT
PROMPTLY PLANTED AFTER DELIVERY TO THE PROJECT SITE
LIVE STAKES
1 STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY
2 STAKES THAT ARE SPLIT SHALL NOT BE INSTALLED
3 STAKES SHALL BE INSTALLED ORTHOGONALLY TO THE BANK AND
WITH BUDS POINTING UPWARDS
4 STAKES SHALL BE Yz TO 2 INCHES IN DIAMETER AND 2 TO 3
FEET IN LENGTH
5 AFTER INSTALLATION, THE TOP PORTION OF STAKES SHALL BE
PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3 INCHES
AND NO MORE THAN 6 INCHES ABOVE THE GROUND
1ST WE STAKE ROW SHALL BE
AT LEAST 1 5' FROM TOE OF
RIFFLE SECTION CHANNEL OR AT TOP OF BANK,
WHICHEVER DISTANCE IS SHORTER
NOT TO SCALE
^vim
COMMON NAME
STREAMSIDE
I SCIENTIFIC NAME
STRATUM
PLANT MATERIAL
SIZF
STEMS /ACRE
AREA
(Acres)
TOTAL
STEMS
COMMON NAME
1221:711 01M I NTIm
SCIENTIFIC NAME
SEEDING
DENSITY
Ibs /acre
% MIX
Black Willaw
Sala nrgm
midstc
Lne Stake
733
212
110
Buttonbush
Cephalanthus occwdeMalis
untlerstory
Lne Stake
733
0 15
110
Silky Dogwood
Comus amomum
untlerstory
Live Stake
733
0 15
110
Svatch rass
Pamcum vogatum
6
15
Nmebark
Physocarpus couldo0us
underst
Live Stake
733
0 15
110
TOTAL
I
Broom Sedge
Ardopogon vrgmlcus
6
15
Indian Grass
Som astmm rtulans
8
20
Black erry
I Prunus serohna
overstory
I are Root
1 22
1
Eastern Gamma Gress
Tnpsacum dactymces
10
25
Joe-P a Weed
Eu afonum bstulosum
4
10
Red Oak
Quercus rv6ra
overstory
Bare Root
22
Deer ton ue
Panroum clandesbnum
6
15
Chestnut Oak
Quercus mortana
overst
Bare Root
22
Tdals
Scarlet Oak
Quamus falcate
overstory
Bare Root
22
PLANTING DATES
' • '
Jan 1 - Ma 1
SEED TYPE
Wheat or Rye Grain
SEEDING
DENSITY
Ibs /acre
50
Mockemut Hickory
Caryl tomentosa
oerstory
Bare Root
22
j122
Pignut Hickory
Caryl glabra
overstory
Bare Root
22
Dogwood
Comus flonda
overst
Bare Root
22
Ironwood
Carpmus carobmana
oversto
Bare Root
22
Tulip Poplar
Lrnodendnn tulrpMem
overstory
Bare Root
22
White Oak
Quemus alba
overstory
Bare Root
22
101
22
Senecebeny
Ame/anchrer arboma
midstory
Bare Root
22
101
22
May 1 - August 15
Brown Top Millet
20
Sourwood
Ox endrum arboreum
midsto
Bare Root
22
101
2
Aug 15-Dec 31
Wheator Rye Grain
50
Witch Hazel
Hamame /ts wrgmrana
midstory
Bare Root
22
10 1
22
Mountain Laurel
Kalmia labfola
Imidstory
Bare Root
22
1 101
22
NOTE PLANT SPECIES TO BE INSTALLED SHALL BE DEPENDENT ON SPECIES AVAILABILITY
CONTRACTOR MAY MODIFY COMPOSITION AS APPROVED BY ENGINEER
POOL SECTION
NOT TO SCALE
1ST LIVE STAKE ROW
SET AT EDGE OF LOW
WATER ON OUTSIDE
OF BEND

tip,
Ali
40
s
SCALE IN FEET
Am
HYATT CREEK
Wolf Creek Engineering
b"
Aiw
C
uCENSE NO. P -0417
12 t/2 ILH 9t., suite C A6—ilk, NC 28801
F
P E R M I
DRAWINGS
PHONE: [phone]HR.WOLFCREEKENG.COM
HYATT CREEK (M.DONALD) SITE
k
NOT FO
NSTRUCTION
RESOURCE INSTITUTE INC.
�, PLANTING PLAN
AS NOTED �' RTS rwrc* .a amr x 7
Ar
-
vn6 /11/.x6 m. nC� X005 P -2
tip,
Ali
40
s
SCALE IN FEET
Am
HYATT CREEK
LOCATION KEY
LEGEND
PROPOSED STREAM
RESTORATION
OUPLAND PLANTING AREA — 24'
t t OFFSET FROM PROPOSED TOP
OF BANK (1.01 AC)
Wolf Creek Engineering
ENGINEERING Y ENVIRONMENTAL CONSULTING
C
uCENSE NO. P -0417
12 t/2 ILH 9t., suite C A6—ilk, NC 28801
F
P E R M I
DRAWINGS
PHONE: [phone]HR.WOLFCREEKENG.COM
HYATT CREEK (M.DONALD) SITE
k
NOT FO
NSTRUCTION
RESOURCE INSTITUTE INC.
�, PLANTING PLAN
AS NOTED �' RTS rwrc* .a amr x 7
• °3.
-
vn6 /11/.x6 m. nC� X005 P -2
LOCATION KEY
LEGEND
PROPOSED STREAM
RESTORATION
OUPLAND PLANTING AREA — 24'
t t OFFSET FROM PROPOSED TOP
OF BANK (1.01 AC)