20230810 Ver 1_ePCN Application_20230606

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?
Yes
No
Is this project a public transportation project?*
Yes No
Change only If needed.
Pre -Filing Meeting Date Request was submitted on:
8/30/2022
BIMS # Assigned
20230810
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Asheville Regional Office - [phone]
Information for Initial Review
la. Name of project:
Grandfather Golf & Country Club Stream Enhancement
1a. Who is the Primary Contact?*
Wildlands Engineering (POC: Ian Eckardt)
1b. Primary Contact Email:
[e-mail]
Date Submitted
6/6/2023
Nearest Body of Water
Linville River
Basin
Catawba
Water Classification
C; Tr
Site Coordinates
Latitude:
36.104396
A. Processing Information
Is this project connected with ARPA funding?
Yes No
County (or Counties) where the project is located:
Avery
Is this a NCDMS Project
Yes No
Longitude:
-81,850455
Version#*
1
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Joey Winston:[e-mail]
1c. Primary Contact Phone: *
[phone]
a
Is this project a public transportation project?*
Yes No

1a.Type(s)of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 13 - Bank Stabilization
Nationwide Permit (NWP) Number: 27 - Restoration
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application? *
Yes No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
1d. Who is applying forthe permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Grandfather Golf & Country Club (GGCC)
2b. Deed book and page no.:
401 Water Quality Certification - Express
Riparian Buffer Authorization
2c. Contact Person:
Alan Shuping (Director of Facilities) GGCC
2d.Address
Street Address
PO Box 368
Address Line 2
city
State / Province / Region
Linville
NC
Postal / Zip Code
Country
28646
us
Yes No
Yes No

2e. Telephone Number:
[phone]
2g. Email Address:'
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Ian Eckardt
4b. Business Name:
Wildlands Engineering, Inc.
4c.Address
Street Address
1430 South Mint Street, Suite 104
Address Line 2
City
Charlotte
Postal / Zip Code
28203
4d. Telephone Number:
[phone]
4f. Email Address:"`
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality / town:
Linville
2. Project Identification
2a. Property Identification Number:
1856-00-78-3560, 1856-00-78-5550, 1856-00-
86-2336
2c. Project Address
Street Address
2120 Highway 105
Address Line 2
city
Linville
Postal / Zip Code
28646
3. Surface Waters
3a. Name of the nearest body of water to proposed project:
Linville River
3b. Water Resources Classification of nearest receiving water:"
C; Tr
3c. What river basin(s) is your project located in?"
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501010301
4. Project Description and History
2f. Fax Number:
State / Province / Region
NC
Country
us
4e. Fax Number:
2b. Property size:
Total project area is approximately 4.5 acres
on three parcels.
State / Province / Region
NC
Country
us
4a. 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 project area is within the Grandfather Golf and Country Club near Linville, NC. Sections of channel proposed for bank stabilization, enhancement, and restoration flow through
maintained golf course and are experiencing varying degrees of bank erosion. Land use within the project area is primarily recreational (golf course) with pockets of woods. Land use
adjacent to the project area includes additional golf course, residential, and woods.
O

4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.29 acres of open water (pond) within the project assessment area
4g. List the total estimated linear feet of all existing streams on the property:
2,000 linear feet within the project assessment area
4h. Explain the purpose of the proposed project:*
The project seeks to stabilize and improve aesthetics to approximately 1,635 linear feet (LF) of stream within the Grandfather Golf and Country Club currently exhibiting varying degrees of
erosion and/or incision. Project activities include bank stabilization and stream enhancement/restoration. As part of the project an existing golf course pond will also be drained and
excavated to facilitate the restoration of approximately 230 LF of stream.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:
The project proposes approximately 1,635 LF of stream improvements including bank stabilization and stream enhancement/restoration on channels within the Grandfather Golf and
Course Club including portions of the 101h, 11th, 121h, 13th, 14th, and 17th holes. Project streams include sections of the Linville River, Big Grassy Creek, Little Creek Creek, and two
unnamed tributaries (UT) which have been named UT to Big Grassy Creek and Hole 10 Tributary for project purposes. Project streams are experiencing varying degrees of erosion and/or
incision. Some sections of erosion threaten course infrastructure and pose safety concerns.
Natural channel design was used to establish stable channel dimension and/or profile in addition to rock bank protection. In areas of spot erosion, banks would be laid back with or without
rock toe protection including Linville River Reach 1A (Plan Sheet 2.1.1) and UT to Big Grassy Creek (Sheet 2.4.1). Sections of channel experiencing bank erosion and channel incision
(Bank Height Ratios ranging between 2 — 5) will be addressed by laying back banks, constructing bankfull benches for flood relief, and rock bank protection including the Linville River
Reach 1 B (Sheet 2.1.2), Linville River Reach 2 (Stations 142+00 to 145+00) (Sheets 2.1.3-2.1.4), Little Grassy Creek (Sheet 2.2.1), and Big Grassy Creek ( Sheet 2.3.1). Stream
enhancement/restoration is proposed to Linville River Reach 2 (Stations 139+00 to 142+00 of Reach 2) (Sheet 2.1.3) experiencing severe erosion and incision. Enhancement/restoration
would involve new channel dimension and profile with in -stream structures including constructed riffles, rock sills, and rock vanes to provide grade control, bankfull benches, and rock bank
protection. A tiered rock wall is proposed for left bank stabilization between Stations 147+00 to 148+50 of the Linville River Reach 2 (Sheet 2.1.5) to address steep eroding banks ranging
between 15 to 20 feet in height. Laying back the left bank like other sections is not feasible in this section due to the highly incised natural of the channel in conjunction with existing course
infrastructure.
An additional project component is the removal of an existing inline golf course pond (0.29 acres) on the 10th fairway (Sheet 2.5.1). The pond requires ongoing maintenance and the golf
cart crossing over the spillway poses a safety concern. The pond would be de -watered and pond bed and embankment excavated to facilitate the restoration of approximately 230 LF of
step/pool channel. The restored channel banks would be live staked and bare roots would be planted along the immediate top of bank of the restored channel. A bridge is proposed to
cross the restored channel in the vicinity of the existing spillway. The bridge crossing to be designed by others. Additional construction details are provided in the construction plans
submitted with the PCN application. Temporary impacts for construction access were minimized as much as possible by using existing golf paths and culvert stream crossings within the
golf course. Where construction equipment is unable to use existing crossings, temporary timber mat crossings will be utilized.
Excavators will be used for channel and bank grading. Articulated and track trucks will be used for hauling soil. Small equipment such as mini excavators and skid steers will also be used
for smaller, spot bank grading activities. Native riparian species will be planted along the immediate stream corridor of the restored Hole 10 Tributary. Disturbed areas of existing golf
course with be replanted with sod.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
No
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Ian Eckardt
Agency/Consultant Company: Wildlands Engineering
Other:
6. Future Project Plans
6a. Is this a phased project?*
Yes No
O Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries Buffers
Open Waters Pond Construction
3. Stream Impacts

3a. Reason for impact (?)
3b.lmpact type"
3c. Type of impact"
name *
3e. Stream Type"
3f. Type of
13h. Impact
(?)
Jurisdiction*
length*
S1
Laying back left bank and
Temporary
Bank Stabilization
Linville River
Perennial
Both
20
81
rock toe protection
Averege (feet)
(linear feet)
S2
Laying back both banks, right
Temporary
Bank Stabilization
Linville River
Perennial
Both
20
208
bank bench with rock bank
Average (reef)
(linear feet)
protection
S3
New stream profile,
Permanent
Relocation
Linville River
Perennial
Both
26
353
dimension, and rock bank
Average (feet)
(linear feet)
protection
S4
Laying back left bank and
Temporary
Bank Stabilization Jinville
River
Perennial
Both
26
283
rock bank protection
Averege (reeq
(linear feet)
S5
Laying back left bank with
Temporary
Bank Stabilization
Linville River
Perennial
Both
26
170
rock bank protection
Average (feet)
(linear feet)
S6
Construction access
Temporary
Other :]FAI�lRiver
Perennial
Both
30
126
Averege (feet)
(linear feet)
g7
Tie in grading
Temporary
Stabilization
UT1
Perennial
Both
30
Average (feet)
(linear feet)
S8
Construction access
Temporary
Other
UT2
Perennial
Both
88
Averege (feet)
(linear feet)
S9
Laying back banks, benching,
Temporary
Bank Stabilization
Little Grassy Creek
Perennial
Both
14
227
and rock bank protection
Averege (feet)
(linear feet)
S10
Laying back left bank and
Temporary
Bank Stabilization
Big Grassy Creek
Perennial
Both
22
112
rock bank protection
Averege (reeq
(linear feet)
I
Construction access
Temporary
Other :1
FZssy Creek
Perennial
Both
22
45
Averege (feet)
(linear feet)
St2
Tie in grading
Temporary
Stabilization
Big Grassy Creek
Perennial
Both
22
40
Averege (feet)
(linear feet)
S13
Laying back right bank
Temporary
Bank Stabilization J
UT to Big Grassy Creek
Perennial
Both
15
70
Averege (feet)
(linear feet)
�4�Stream
restoration
Permanent
Relocation
Hole 10 Tributary
Perennial
Both
44
Average (feet)
(linear feet)
S15
Stream restoration
Permanent
Relocation
Hole 10 Tributary
Perennial
Both
8
87
Averege (feet)
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
484
31. Total stream and ditch impacts:
1964
3j. Comments:
4. Open Water Impacts
3i. Total temporary stream impacts:
1,480
4a. Site #
4af. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type �114e.
Waterbody type
4f. Impact area
01
Pond being excavated
to facilitate stream
restoration.
P
Pond 1
Other
Pond
0.29
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.29
4h. Comments:
4g. Total permanent open water impacts:
0.29
An existing inline golf course pond will be de -watered and the pond bed and embankment will be excavated to facilitate stream restoration. Natural
channel design techniques and reference reach stream data will be used in design of the restored channel through the pond and spillway footprint.
E. Impact Justification and Mitigation O

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
A feasibility study guided project design with a focus on construction where it would be most beneficial for project goals of long term stabilization and
aesthetics. The most intrusive approaches including stream enhancement/restoration and a tiered rock wall are proposed to highly incised and eroding
sections of the Linville River. Sections of channel experiencing relatively less incision and erosion are proposed for bankfull benching and/or laying back
banks with rock bank protection. Natural channel design techniques will be used to improve stream function within enhancement/restoration sections as
well as provide flood storage in sections with bankfull benching and bank grading.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction practices will follow guidelines from the NC Erosion and Sediment Control Planning and Design Manual. Disturbance is limited to the
immediate project area. Sedimentation to aquatic resources will be minimized using pump around where feasible when working in live streams. In
addition to pump around, other Best Management Practices (BMPs) in the NC Erosion and Sediment Control Planning and Design Manual or the
NCDOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be
implemented to direct flowing water away from disturbed areas. Bank stabilization will be done from high ground as much as possible and contractor will
use care to minimize potential spillback of disturbed material. Silt fence and straw wattles will be installed to intercept storm sheet flow. Haul and access
routes are located on uplands and will use existing golf course paths and crossings (bridges/culverts) as much as possible. Temporary stream crossings
will use timber mats placed perpendicular to streams. The most downstream crossing of the Linville River Reach 2 is in the transition area where the
river enters an inline lake. An existing ramp access will be used to access the stream/lake bed at this location. Lake levels will be lowered during
construction to allow construction to access as much dry stream/lake bed as possible. Prior to stream restoration on Hole 10 Tributary, a pump around
system will be installed and the the pond will be slowly de -watered in a manner to prevent downstream sedimentation or erosion. Construction of the
restored channel will be done primarily offline.
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 this project DOES NOT require Compensatory Mitigation, explain why:
The project proposes to stabilize, enhance, and restore sections of stream channel using Natural Channel Design techniques in conjunction with rock bank protection. Additionally, the
removal of an existing 0.29 acre golf course pond will result in approximately 230 linear feet of restored stream channel.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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
If no, explain why:
The project is located in the Catawba River basin where only the main stem of the Catawba has associated NC Riparian Buffer Protection Rules. The proposed work is on tributaries to the
Catawba River not subject to NC Riparian Protection Rules.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality? *
Yes No
3b. If you answered "no," provide a short narrative description.
Q
`J
The project is within an existing residential development and golf course where a majority of the surrounding land has already been developed for
recreational and residential purposes. The bank stabilization and enhancement project seeks to stabilize eroding banks and could reduce downstream
sedimentation.

4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
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.
Asheville
5d. Is another Federal agency involved?*
Yes No
5e. Is this a DOT project located within Division's 1-8?
Yes No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
Unknown
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
An official species list was generated for the project area from the USFWS IPaC (Project Code: 2023-0058797). A pedestrian survey was conducted by
Wildlands Engineering on 3/23/23. Results of the survey found areas of suitable roosting habitat for the Northern Long-eared bat (NLEB) and the
proposed tricolor bat (TCB). No suitable habitat was found to exist for the remaining species Iisted.The USFWS was contacted for review and comment
of the project related to federally protected Endangered and Threated Species or Designated Critical Habitat. The USFWS responded on 6/1/23 that the
project "may affect, but is not likely to adversely affect" the NLEB and TCB. Correspondence with USFWS is included in the Miscellaneous section of this
application.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
National Oceanic and Atmospheric Administration (NOAA) Essential Fish Habitat Mapper website. Project streams do have Trout Waters designations
by NCDWR. Wildlands will request a waiver to work within the Trout Moratorium (October 15 - April 15) in order to complete the work during the inactive
season of the Northern Long Eared Bat (November 15 - March 31) which has known occurrences near the project area. The waiver would also align with
when the golf course is closed. A Trout Buffer Variance will also be sought prior to construction.
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? *
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? *
The North Carolina State Historic Preservation Office (SHPO) online planning tool (HPOWEB 2.0) was reviewed for historic and cultural resources. No
resources were present within one mile of the project area. SHPO was contacted on 414/23 for review and comment on any possible issues that might
emerge with respect to archeological or cultural resources. SHPO has not responded at the time of this submittal. Correspondence with SHPO is
included in the Miscellaneous section of this application.
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 being designed to result in a no -rise in the FEMA regulated base flood elevation. Wildlands will work with the local floodplain administrator
(Avery County) to obtain the appropriate floodplain development permit prior to construction.
8c. What source(s) did you use to make the floodplain determination?*
FEMA's National Flood Hazard Layer (NFHL) and Avery County NC Flood Insurance Rate Map (FIRM) Panel 1856, with an effective date of 12/2/2008.
Miscellaneous 8

Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
GGCC PCN Supporting Documentation.pdf 29.54MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• 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");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Ian Eckardt
Signature
/ati Ecka>'dT
Date
6/6/2023

WILDLANDS
ENGINEERING
MEMORANDUM
TO: 401/404 Permit Reviewer
FROM: Ian Eckardt, Wildlands Engineering
DATE: June 6, 2023
RE: Pre-Construction Notification—Supporting Documentation
Grandfather Golf&Country Club Stream Enhancement
Avery County, North Carolina
On behalf of Grandfather Golf and Country Club, Wildlands Engineering, Inc. (Wildlands) is submitting a
Pre-Construction Notification (PCN)for a bank stabilization and stream enhancement/restoration
project in eastern Avery County approximately two miles north of the town of Linville, NC in the
Catawba River Basin (HUC 03050101).The project proposes approximately 1,635 linear feet(LF) of
stream improvements including bank stabilization and stream enhancement/restoration on channels
within the Grandfather Golf and Course Club including portions of the 10th, 11th, 12th, 13th, 14th, and
17th holes. Project streams include sections of the Linville River, Big Grassy Creek, Little Creek, and two
unnamed tributaries (UT) which have been labeled UT to Big Grassy Creek and Hole 10 Tributary for
project purposes. Project streams are experiencing varying degrees of erosion and/or incision. Some
sections of erosion threaten course infrastructure and pose safety concerns. Part of the proposed
stream enhancement/restoration would remove an existing inline golf course pond on the 10th fairway.
The pond requires ongoing maintenance and the golf cart crossing over the pond spillway poses a safety
concern.The project proposes to de-water the pond, excavate the pond bed and embankment, and
restore approximately 230 LF of stream channel. Natural channel design and reference reach data are
being used to establish stable channel dimension and/or profile in addition to rock bank protection. The
project seeks Nationwide Permits (NWP) 13 (Bank Stabilization) and NWP 27 (Aquatic Habitat
Restoration) and corresponding Water Quality Certifications 4245 and 4255.
Supporting Documentation Table of Contents
Aquatic Resource Impact Table..........................................................................................................3
NCDWR 401 Pre-Filing Meeting Request ..........................................................................................5
Figures (Vicinity, USGS Topographic, Delineation, Soils, & Impact)..........................................7
SitePhotographs .....................................................................................................................26
ConstructionPlans......................................................................................................................30
Agent Authorization Form..........................................................................................................69
Agency Correspondence (NCSHPO& USFWS) ...............................................................................71
Preliminary Jurisdiction Determination Documentation ......................................................119

Please do not hesitate to contact me at 704-332-7754 or at [e-mail] should you
have any questions.
Sincerely,
Ian Eckardt
Environmental Scientist, PWS

Grandfather Golf & Country Club
Stream Enhancement Project
Aquatic Resource Impact Table

Aquatic Resource Impact Table
Stream Impacts
Stream Impact USACE Nationwide Permit NCDWR Water Quality General
S# Stream Name Permanent/Temporary Type of Impact Impact Length(LF)
Number( ) (NWP)Sought Certification Sought
S1 Linville River Temporary Laying back left bank and cobble toe NWP 13 4245 81
protection
S2 Linville River Temporary Laying back both banks,right bank NWP 13 4245 208
benching,and rock protection
S3 Linville River Permanent Restoration -new dimension and NWP 27 4255 353
profile
S4 Linville River Temporary Laying back left bank and rock bench NWP 13 4245 283
S5 Linville River Temporary Laying back left bank with tiered rock NWP 13 4245 170
walls
S6 Linville River Temporary Construction Access NWP 13 4245 126
S7 UTl Temporary Tie In Grading NWP 27 4255 30
S8 UT2 Temporary Construction Access NWP 13 4245 88
S9 Little Grassy Creek Temporary Laying back banks,benching,and NWP 13 4245 227
rock protection
S10 Big Grassy Creek Temporary Laying back left bank and rock NWP 13 4245 112
protection
S11 Big Grassy Creek Temporary Construction Access NWP 13 4245 45
S12 Big Grassy Creek Temporary Tie In Grading NWP 27 4255 40
S13 UT to Big Grassy Temporary Laying back right bank NWP 13 4245 70
Creek
S14 Hole 10 Tributary Permanent Restoration NWP 27 4255 44
S15 Hole lOTributary Permanent Restoration NWP 27 4255 87
Total Permanent Impacts(LF) 484
Total Temporary Impacts(LF) 1,480
Total Impacts LF 1,964
Open Water Impacts
Open Water Impact USACE Nationwide Permit NCDWR Water Quality General Impact Acreage
W#Number Open Water Name Permanent/Temporary Type of Impact
( ) (NWP)Sought Certification Sought (AC)
01 Pond 1 Permanent Excavation-Stream Restoration NWP 27 4255 0.290
Total Permanent Impacts(AC) 0.290
Total Impacts(AC) 0.290

Grandfather Golf & Country Club
Stream Enhancement Project
NCDWR 401 Pre-Filing Meeting
Request

From: Ian Eckardt
To: 401PreFi1e(u ncdenr.aov
Subject: 401/Buffer Pre-filing Meeting Request
Date: Tuesday,August 30,2022 8:12:57 AM
Please fill out the following information:
Project Name: Grandfather Golf& Country Club Stream Enhancement Project
County: Avery
Applicant Name: Ian Eckardt(Wildlands Engineering)
Applicant Email: [e-mail]
**Please note that multiple projects may be submitted within the same email by supplying all
the above information for each project.
***In the event your email is not allowing auto-responses, please save a copy of your sent
email for your records and if necessary use that copy in application/form submittal.

Grandfather Golf & Country Club
Stream Enhancement Project
Figures (Vicinity, USGS Topographic,
Delineation, Soils, & Impact)

06010103010030 • �J
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Figure 1:Vicinity Map
Grandfather Golf and Country Club
0 1 Miles Stream Enhancement
W I L D L A N D S I I I Catawba River Basin(03050101)
ENGINEERING
Avery County, NC

Project Parcels
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Figure 2:USGS Topographic Map
Grandfather Golf and Country Club
0 800 Feet Stream Enhancement
W I L D L A N D S I I I Catawba River Basin(03050101)
ENGINEERING
Avery County, NC

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Figure 3.1:Delineation Map
Grandfather Golf and Country Club
0 100 Feet Stream Enhancement
I i I WILDLANDS Catawba River Basin(03050101)
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 150 Feet Stream Enhancement
I i I Catawba River Basin(03050101)
WILDLANDS
E N G I N E E R I N G
Avery County, NC

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Grandfather Golf and Country Club
0 150 Feet Stream Enhancement
I i I WILDLANDS Catawba River Basin(03050101)
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 100 Feet Stream Enhancement
I i I Catawba River Basin(03050101)
WILDLANDS
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 100 Feet Stream Enhancement
% 0 I 1 I t Catawba River Basin(03050101)
WILDLANDS
E N G I N E E RING
Avery County, NC

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Grandfather Golf and Country Club
0 200 Feet Stream Enhancement
I i I Catawba River Basin(03050101)
WILDLANDS
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 200 Feet Stream Enhancement
t� I I I Catawba River Basin(03050101)
WILDLANDS
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 100 Feet Stream Enhancement
I i I t Catawba River Basin(030S0101)
WILDLANDS
E N G I N E E R I N G
Avery County, NC

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Grandfather Golf and Country Club
0 100 Feet Stream Enhancement
I i I Catawba River Basin(03050101)
WILDLANDS
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 150 Feet Stream Enhancement
kt� I I I Catawba River Basin(03050101)
WILDLANDS
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 150 Feet Stream Enhancement
I i I WILDLANDS Catawba River Basin(03050101)
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 100 Feet Stream Enhancement
I i I WILDLANDS Catawba River Basin(03050101)
ENGINEERING
Avery County, NC

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Grandfather Golf and Country Club
0 100 Feet Stream Enhancement
kt� I I I t Catawba River Basin(03050101)
WILDLANDS
ENGINEERING
Avery County, NC

Grandfather Golf & Country Club
Stream Enhancement Project
Site Photographs

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Photo 1: Linville River(Reach 1A)—Looking downstream at left Photo 2: Linville River(Reach 1A)-Looking upstream at left
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Photo 3: Linville River(Reach 113)—Looking downstream Photo 4: Linville River(Reach 113)—Looking upstream
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Photo 5: Linville River(Reach 2)—Looking downstream. Highly Photo 6: Linville River(lower reach)—Looking downstream.
eroded right bank. Highly eroded,steep left bank
Grandfather Golf&Country Club Stream Enhancement— Representative Site Photos Page 1

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Photo 9: UT to Big Grassy Creek—Looking downstream at right Photo 10: UT1 to Linville River
bank erosion.
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Photo 11: UT2 to Linville River along access ramp Photo 12: Hole 10 Tributary—Looking upstream above pond
Grandfather Golf&Country Club Stream Enhancement— Representative Site Photos Page 2

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Photo 13: Hole 10 Tributary—Pond 1 to be removed for stream Photo 14: Hole 10 Tributary—Looking upstream at pond
restoration spillway to be removed
Grandfather Golf&Country Club Stream Enhancement— Representative Site Photos Page 3

Grandfather Golf & Country Club
Stream Enhancement
Construction Plans

Grandfather Golf & Country Club Q Y
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Stream Enhancementpg
Avery County, North Carolina
Peak MOyrt"'
500M" Sheet Index
�y7a:Mndnta^.
Title Sheet 0.1
Project Overview 0.2
C randfathe.-M°untair$f2[E F
General Notes and Symbols 0.3 U
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SITE ri
Grand 3.hr GraoMathe. Typical Sections 1.1
Maunta:,
Stream Plan and Profile 2.1.1-2.4.1 W
Erosion and Sediment Control Plan 3.0-3.8
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Planting Plan 4.0-4.6
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Cross-Sections 5.1-5.4
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Details 6.1-6.5 v
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Vicinity Map (�
Not to Scale
Project Directory
Engineering: Owner: U
Wildlands Engineering,Inc Alan Shuping
License No.F-0831 Director of Facilities&Infrastructure
1430 South Mint Street,Suite 104 Grandfather Golf&Country Club
BEFORE YOU DIG! 60% PLANS Charlotte,NC 28203 2120 Hwy.105
F CALL 1-800-632-4949 ISSUED MAY 11 2023 ASE,Project Engineer Linville,NC 28646
N.C.ONE-CALL CENTER
IT'S THE LAW! 704-332-7754
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Surveying: Surveying:
McGill Associates,P.A. Kee Mapping and Surveying,PA
55 Broad Street 88 Central Avenue o N
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Asheville,NC 28801 Asheville,NC 28801 °a z
� 828-252-0575 Phillip B.Kee,PLS
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General Notes 8. Soil amendment is discussed in the permanent seeding immediately adjacent to live channels shall be left 17. Seed and mulch or sod any backfill sections before filling in old channels elsewhere in the project.Pond bed
1. All sediment and erosion control practices shall comply specification. Amendments will be applied to assist with undisturbed as long as possible. proceeding to next phase. silt shall be excavated and spread on adjacent fields as v1 0
with the North Carolina Erosion and Sediment Control grass establishment and tree growth in some or all 9. BMP and conservation efforts must be implemented to 18. Once all phases of channel and floodplain are complete, directed by the engineer and landowner. v
Planning and Design Manual. disturbed areas. The limits of application will be reduce sedimentation into surface waters.All work prepare the floodplain for planting per the specifications. 7. Apply temporary seed and mulch on disturbed pond bed Q N
2. Ground stabilization must be established within 7 days on determined by the Engineer in the field. adjacent to streams shall be conducted so that the flowing 19. Remove temporary stream crossings,stockpile areas,and areas. z
perimeter areas and slopes steeper than 3:1,and within 14 stream does not come in contact with the disturbed area. erosion and sediment control practices. 8. Suitable material from the dam embankment or elsewhere Z c
days on all other areas.All proposed stream banks require General Construction Sequence Approved BMP practices as shown herein and in the NC 20. Apply temporary and permanent seed,mulch,and in the project shall be imported and installed along the ,z
stabilization within 7 days. 1. The Contractor shall coordinate with Engineer to setup Sediment and Erosion Control Manual or the NCDOT vegetation in the floodplain. proposed stream corridor to the proposed bankfull Q o
3. Locations for staging,stockpile areas,and stream crossings meeting with regional NCDEQ office for pre-construction Construction and Maintenance Activities Manual,such as 21. Ensure that the site is free of trash,debris,and any leftover elevation. a Z H a
have been provided.Additional or alternative staging SEC meeting. pump around,sandbags,rock berms,cofferdams,and construction materials prior to demobilization. 9. The proposed channel shall be excavated and built within w q
and/or stockpile areas and stream crossings may be utilized 2. Contact North Carolina"ONE CALL"Center other diversion structures should be used to avoid and 22. Demobilize grading equipment from the site. the imported suitable material.
by the Contractor provided that all practices comply with (1.800.632.4949)before any excavation. minimize excavation in flowing water. 23. Seed,mulch and stabilize staging areas and stockpile areas. 10. Remove pump-around once proposed stream channel is
the North Carolina Erosion and Sediment Control Planning 3. Mobilize equipment and materials to the site. 10. Work shall be performed in the dry to the maximum extent 24. Demobilize all equipment,offices,buildings,and other constructed on-line.
and Design Manual,that the areas are located within the 4. Identify and establish construction entrances,staging and possible.In conditions where work must be done in a live facilities assembled on the site.
permitted limits of disturbance,and that the areas are stockpile areas,temporary access roads,erosion and stream,pump around may be used.
approved by Engineer prior to implementation. sediment control practices,and stream crossings as 11. Perform excavation and grading of channel and floodplain. Pond Construction Sequence
4. The Engineer will field walk the site with the Contractor indicated on the plans for work areas. 12. Stockpile soil as necessary.Ensure that erosion and 1. The pond shall be de-watered in such a manner to prevent
prior to work beginning and field flag vegetation to be used 5. Set up temporary facilities,locate equipment within sediment control practices are properly installed and downstream sedimentation.
as transplant material. Vegetation to be used as transplant staging areas,and stockpile materials needed for the initial functioning in stockpile areas as shown on the Erosion and 2. A pump-around system is required before dewatering the
material(juncus,alders,small trees,and sod mats)shall stages of construction within stockpile area(s). Sediment Control Plan(SEC Plan). pond. Install impervious dikes at upstream and 11,
not be disturbed until Contractor is prepared to install 6. Install and maintain onsite rain gauge and log books for 13. Construct in-stream structures and install riffle and cascade downstream ends of pump-around locations.The
transplants. NPDES and SEC permit requirements. features according to plans,details,and specifications as pump-around operation shall be performed between these
5. Contractor shall not exceed the limits of disturbance shown 7. Construction shall progress from upstream to downstream. construction progresses. dike locations.
on the plans. Active construction areas shall not flow to completed 14. Seed and/or sod,mat,and mulch banks and floodplain 3. De-water pond prior to breaching using pumps or siphons.
6. Various types of constructed riffles and cascades are construction areas to prevent sedimentation of recent areas according to plans and details. Alternative dewatering methods shall be pre-approved by
specified on the plans.Contractor will build the specific constructed habitat.Detailed construction sequencing shall 15. Once disturbed areas and exposed slopes are stabilized, the engineer.
types of constructed riffles and cascades at locations be determined by the Contractor and the Contractor shall remove pump-around system,if used,and progress to the 4. Breaching shall commence once the pond is dewatered.
shown on the plans.Changes in type or riffle or cascade provide a schedule to the Engineer prior to next phase. 5. Excavate the dam embankment to the grades shown in the
must be approved by the Engineer. commencement. 16. Backfill abandoned channel sections with stockpiled soil.All plans.Stable slopes(2:1 min)shall be maintained at all
7. Topsoil will be harvested,stockpiled,and reapplied to the 8. Perform any necessary clearing and grubbing in phases as non-native,invasive species shall be treated and/or times throughout the breaching process. -++
extent that it is encountered. work progresses.Bank vegetation and vegetation removed from the old channel prior to backfilling. 6. Excavate dam embankment material shall be stockpiled for
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Existing Features Proposed Features Proposed Structures w
Existing Thalweg Proposed Major Contour(5'Interval) Proposed Constructed Riffle
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Existing Rock Line Proposed Minor Contour(1'Interval) �O
------100- Existing Major Contour (5'Interval) - - Proposed Stream Centerline U
Proposed Rock Sill
.•- Proposed To of Bank B See Detail 2,Sheet 6.1
Existing Minor Contour - - - - p p ( ankfull)
FEMA FP FEMA FP Special Flood Hazard Area(Zone AE) B B B Proposed Back of Bench
-----e-----e- Existing Electric Line Proposed Rock Wall `
Proposed Rock Vane 4- N
-----T-----r- Existing Telephone Line --------------- Proposed Limits of Grading See Detaill,Sheet6.2 Z
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W W W XXX Proposed Fence Existing Water/Irrigation Line p Uyy U �
p4 Existing Irrigation Valve Proposed Rock A-Vane
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3 PROJECT NOTES: l J�
_ 1. Topographic survey was completed by McGill Associates in September 2021.
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2. Topographic survey for Hole 10 pond was completed by Kee Mapping and Surveying in February 2023.
3. Areas outside survey limits have been supplemented with LiDAR data from the NC Floodplain Mapping Program. E
4. Final plan set supersedes other construction aids such as,but not limited to,digital surface models,GPS models,or z
other hard copy exhibits not included in the plan set. 6 1

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PROPOSED THALWEG PROPOSED GRADE
Linville River Reach 2-Riffle
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20:1 20:1
3.6' i-
41 A:1 PROPOSED BANKFULL U"
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PROPOSED THALWEG
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a STA: 138+87-141+94
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3945 3945
3940 _ 3940 ^�
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3935 3935 4-1
3930 —_ _ _ 3930
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Erosion Control Legend
o
LOD—LOD Proposed Limits of Disturbance p Proposed Silt Fence Outlet
Q m
A�■a� �� See Detail 3,Sheet 6.3 z Z o
Proposed Safety Fence u w
—SAF SAF P
SAF— � — --, I-a w Z
See Detail 2,Sheet 6.4 -
Z o
F_ Proposed Temporary Crossing Q�
�\ See Detail 3,Sheet 6.5 z H a
[X] [X] [X] Proposed Silt Fence �"w
See Detail 2,Sheet 6.3 3
Proposed Construction Entrance S Detail 1 Sheet 6.4
See eta , eet ` 0
Proposed Haul Road �
\ �/ \\ >O� O — f O
Proposed Staging/Stockpile Area Proposed Pump Around System V C' 14
See Detail 1,Sheet 6.5 OC
15
13
w CREEK
oodchuck Rd EE 4. - RivER
U E GRASSY
SN LINVILLE 'IV �o 4,
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00LOD
FE
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Clubhouse R D' 250' SOD' 750'
(HORIZONTAL)
Erosion Control Notes: v
1. The contractor shall maintain erosion and sediment control devices in accordance with the
_ appropriate city and state erosion and sediment control ordinances.
T� 3F g 41FW
2. Ground stabilization must be established within 7 days on perimeter areas and slopes steeper
�L T 3F than 3:1,and within 14 days on all other areas.All proposed stream banks,on Sheet 4.1-4.2,
require stabilization within 7 days.
\ / 3. The contractor shall prevent standing water due to construction.
g 4. Disturbed areas shall be seeded and mulched at the discretion of the Engineering and in
qsa _ accordance with Sheet 4.1-4.2.
a 5. The contractor shall follow the erosion control measures as shown on sheets unless otherwise
s d Area of land disturbed:5.00 acres approved by the Engineer.
6. Straw wattles to be installed on an as needed basis along the top of the active stream channel
banks where overland sediment is reaching the channel.This shall be directed by the engineer a
24-Hour Erosion Control Contact: in the field.
Aaron Earley,P.E. 7. All construction traffic to use crossing as shown in plans.
Widlands Engineering,Inc. 8. All wetlands outside of limits of disturbance and permitted impact areas shall be avoided. ¢°'
a _ 1430 S.Mint St,Suite 104 9. Efforts shall be made by the contractor to maintain a minimum distance of 25'between N z O
Charlotte,NC 28203 temporary stockpiles and proposed stream top of banks.
3 t 704-891-0848 10.Spoil areas shall have slopes no steeper than 2:1.
Project ID:TBD 11.All offsite borrow and/or stockpile areas shall be permitted through NC DEMLR and NCDEQ.
g Coordinate with the design engineer before engaging in such activities.
12.Work shall be performed in the dry to the maximum extent possible.In conditions where work g m
must be done in a live stream,pump around may be used. z v

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Erosion Control Legend
r�>~n
LOD LOD Proposed Limits of Disturbance Proposed Silt Fence Outlet V
See Detail 3,Sheet 6.3
u
e SAF SAF SAF Proposed Safety Fence
See Detail 2,Sheet 6.4
Proposed Temporary Crossing
See Detail 3,Sheet 6.5
Proposed Silt Fence
3 —[XI [XI [XI— See Detail 2,Sheet 6.3
a, Proposed Construction Entrance
T Proposed Haul Road See Detail 1,Sheet 6.4
c3 Z
Proposed Staging/Stockpile Area
Proposed Pump Around System
� See Detail 1,Sheet 6.5
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17th HOL a8ss �0
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x ass 10th HOLE PUMP AROUND p j
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LOCATION �.� �--� M M o
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SILT FENCE
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CONSTRUCTION —
ENTRANCE � !
v
0' 30' 60' 90, T
(HORIZONTAL) 2
Z

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Q
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT Z z
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER w
Implementing the details and specifications on this plan sheet will result in the construction A d: �a Z Z"z
2. Provide drip pans under any stored equipment. o 0 M) *"`
activity being considered compliant with the Ground Stabilization and Materials Handling ° ° � `"" °o o° Puml Ca
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The 3 project.Identify leaks and repair as soon as feasible,or remove leaking equipment from the o o �¢ s 0 0 �" z H
permittee shall comply with the Erosion and Sediment Control plan approved by the o 0 0 0 ° o° b w
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as A o secnoH B
Bossible)(recycle when possible).may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste
5. Remove leaking vehicles and construction equipment from service until the problem I I °`h""".'"
SECTION E:GROUND STABILIZATION has been corrected. IOW Ir" °"�"° ""' YA901i
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products
TTT " ^
Required Ground Stabilization Timeframes EU n� PUN „ "'""""
to a recycling or disposal center that handles these materials. a �TM �„ "
Stabilize within this sa "TM
many calendar BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
Site Area Description Timeframe variations „".row „"T"
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local
(b) High Quality Water waters unless no other alternatives are reasonably available. d state t
g Y 7 None an e so waste regulations and at an approved facility.
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in +j
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than If slopes are 10'or less in length and are p p aJ
7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3:1 provide secondary containment. Repair or replace damaged waste containers.
allowed p y p p g 4. Install temporary concrete washouts per local requirements,where applicable. If an
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for V bA
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. O
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or x
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project. M O �-
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE N ;m4 s. _
ditches,perimeter slopes and HOW Zones 1. Do not dump 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it � tti Q? O
e Areas with slopes p p p paint and other liquid waste into storm drains,streams or wetlands. +� 1
( ) p can be shown that no other alternatives are reasonably available. At a minimum, C!) (J
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive o
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. s+-a
U
Note:After the permanent cessation of construction activities,an areas with temporary 3. Contain liquid wastes in a controlled area.
p Y p rY 7. Locate washouts in an easily accessible area,on level ground and install a stone U O
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the Z
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. �r
limits. Post signage on the washout itself to identify this location. �
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit O O
GROUND STABILIZATION SPECIFICATION g pp y p y U
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural U
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot o components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or lace s-
p p p products,follow manufacturer's instructions. � �
Temporary stabilization Permanent stabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of O
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance J Q W
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. ;_4
• Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. C:)
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace U
CZ
without temporary grass seed • Hydroseeding with properly operating unit. w Z
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT M restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the U
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
t2 • Rolled erosion control products with grass seed available.
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water. If a spill occurs,clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
a 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
s 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated
B PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on-site.
4. Provide ponding area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite.
s 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. P a °
5. Store flocculants in leak-proof containers that are kept under storm-resistant coverZ u
a or surrounded by secondary containment structures. o
a (�
g NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING Q N
SECTION A:SELF-INSPECTION z M
SECTION B:RECORDKEEPING SECTION C:REPORTING �w z
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported Ca 0 °a
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC Ian as well as an approved deviation shall be kept on the site. The Permittees shall report the following occurrences: z H a
personnel to be in jeopardy,the inspection may be delayed until the next business day on pp P y da p p g -"
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or l�
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or
good working holiday periods, and no individual-day rainfall information is plan. This documentation is required upon the
order available,record the cumulative rain measurement for those un- Initial Installation of the E&SC measures or If
attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Division.
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. +,
and within 24 3. Name of the person performing the inspection, construction phase. r
hours of a rain 4. Indication of whether the measures were operating
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours S. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment. Vr
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. ?-i r.
discharge 7 calendar days 2. Date and time of the inspection, M 4+
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements 0
hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil requirements for all E&SC measures
event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact W v
24l,ours S. Indication of visible sediment leaving the site, the appropriate Division regional office within the tmeframes and in accordance with the
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
P other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection
reported to the Department's Environmental Emergency Center personnel at(800) 0 M
site 7 calendar days of the following shall be made: report t0 Indicate the completion Of the Q) ct 0
,0
858 0368. i;.4t� bA
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. � U � ;..4hoursofarain the site limits,
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements � 0
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)visible sediment • Within 24 hours,an oral or electronic notification. N U
releases• site and available for inspectors at all times during normal business hours,unless the deposition in a 'x
p g P Within 7 colendar dot's,a report that contains a descnption of the 0 '0 r,
(5)streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. U 'z O CU wetlands onsite 7 calendar days stream has visible increased turbidity from the construction
or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
accessible) event>1.0 inch in 2. Records ofthe required reportsto the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. . If the stream is named on the NC 303(d)list as impaired for sediment- �„i (n
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional 0 '�
clearing
in(6)Ground After each phase 1. The phase grading(installation perimeter E&SC monitoring,inspections or apply more stringent practices if staff 0 O Z r.
stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall (, U to
determine that additional requirements are needed to assure compliance U tU
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the �, I~
.activity,construction or redevelopment,permanent
Division or a similar inspection form that includes all the required elements. Use of with the federal or state impaired-waters conditions. rn 0
� ..i
ground cover). (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification 1w-1 a) 53
O
electronically-available records in lieu of the required paper copies will be allowed if
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and �C)ri w ;..4measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release. \.J W
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3.Documentation to be Retained for Three Years ;-4
All data used to complete the a-NOI and all inspection records shall be maintained for a period 1(b)-(c)above
(c)Anticipated • A report at least ten days before the date of the bypass,if possible.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] +' U
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and W z
122.41(m)(3)1 effect of the bypass. .1:$
PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. 1:�
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within 7calendar days,a report that includes an evaluation of the M
122.41(m)(3)1 quality and effect of the bypass. r h
(e)Noncompliance • Within 24 hours,an oral or electronic notification. �J
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
d Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
environmentf40 continue;and steps taken or planned to reduce,eliminate,and
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal CFR 122.41(I)(7)1 prevent reoccurrence of the noncompliance.(40 CFR 122.41(1)(6),
shall not commence until the E&SC plan authority has approved these items,
• Division staff may waive the requirement for a written report on a
a (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-rase basis.
S (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above,
� (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. a z
NCGOI SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
s Z €-
x �aof

Streambank Zone MI
Riparian Woody Zone
o
Live Stakes+Permanent Riparian Seeding Bare roots plantings+Permanent Riparian Seeding Q
Z 5�
Live Stakes:4'O.C.Diamond Pattern(see Detail Sheet 6.3 for installation) z
Bare roots:See Detail 3 Sheet 6.4 for installation) Q u N 4
zZ o
Max Indiv. %of a w a z
Species Common Name Min.Size Stratum Indiv. Caliper %of Z c "
Spacing Spacing Stems P N_"g p 9 Species Common Name Stratum Q v
Spacing Size Stems a z � H a
0.5"-1.5"Dia.24" w q
Physocarpusopulifolius Ninebark Eft. 3ft. Length Shrub 20% Alnusserrulata Tag Elder 6ft. 0.25"-1.0" Canopy 15%
0.5"-1.5"Dia.24" Quercus phellos Willow Oak 6 ft. 0.25" " PY 15-1.0 Canopy
Comus ammomum Silky Dogwood 6ft. 3ft. Length Shrub 40% % A
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Salixsericea Silky Willow 6ft. aft. 0.5"-1.5"Dia.24" Shrub 40% Platanusoccidentalis Sycamore 6ft. 0.25"-1.0" Canopy 15% C,\A
Length Betula nigra River Birch 6 ft. 0.25"-1.0. Canopy 15% -
100% Quercus rubra Northern Red Oak 6 ft. 0.25"-1.0" Canopy 10% /
Quercus michauxii Oak Swamp Chestnut 6ft. 0.25"-1.0" Canopy 15
Proposed Sod Replacement Acernegundo Boxelder 6ft. 0.25"-1.0" Canopy 15% / 14
(To be completed by others)
_.�. 15
13 y CREEK
d - ti LI E GRASS +�
W O°d ChuCk R SNEER Q•4 LINVILLE RR VER p�' IF
}
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17
'•. 0' 250' 500, 750' •I�
- r i 12 (HORIZONTAL) ~ O
G �
cRgssy o o
C) )
' 18 sy 10 ��
s�
Permanent Riparian Seeding
To be planted within Streambank and Riparian Woody Zones r-I
Pure Live Seed(20 Ibs/acre) r n
a _ Clubhouse R `f(� Density
C7� Approved Dates Species Name Common Name Stratum (Ibs/acr
e)
e \ f r All Year Panicum rigidulum Redtop Panicgrass Herb 3.0
i
All Year Agrostis hyemalis Winter Bentgrass Herb 3.0
3 All Year Chosmanthium latifolium River Oats Herb 2.0
aI All Year Rudbeckia hirta Blackeyed Susan Herb 1.0
All Year Coreopsis lanceolata Lanceleaf Coreopsis Herb 1.0
All Year Carex vulpinoidea Fox Sedge Herb 3.0
Temporary Seeding
All Year Panicum clandestinum Deertongue Herb 3.0 S N
Pure Live Seed
a All Year Elymus virginicus Virginia Wild Rye Herb 2.0 P Z
Stabilization Seeding o
Approved 3 Species Name Common Stratum Density All Year Asclepiassyrica Common Milkweed Herb 0.2
� Dates Name (Ibs/acre)
Approved Density All Year Baptisia australis Blue False Indigo Herb 0.2
g Species Name Common Name Stratum Au 15-Ma
Dates (Ibs/acre) g y Secale cereale Rye Grain Herb 140
1 All Year Heliopsis helianthoides Oxeye Sunflower Herb 1.0 $ r T
Festuca May 1-Aug
x All Year Tall Fescue Herb 80 Y g Setaria italica German Millet Herb 50 Z w
arundina— 15 All Year Echinacea purpurea Purple Coneflower Herb 0.6 3 1 s c &

-r.
`• `k w' •:� "J .r' SAND 7 Uzo
o
N
- -
GREEN 14th HOLE
( �
SPRINKLER(3) ///•••��`
p °®INI<LER(21 SPRINKLER r --\ FAIRWAY -- -P�GOD4 + t' `°y yj,. "--\ �
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�• INKLEI�','_ �� ELEC,-".
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i
,,, .a GREEN /
r( 7
`10 s
O�X � 02
I OF
~ II\/ 106+00 108+0p
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o°j LOD-LOD LINVILLE RIVER 109+00
\/ (JO, 1OD
(101 -- FAIRWAY
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115th HO '„
® „ soo
L°0a01L0�o
/LOB p0�/ p
o LOD po O
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_ NC-105
_ n5
ns
C7
Sheet Index
- Legend
Proposed Sod Replacement
Proposed Bare Root Planting
Proposed Live Stake Planting
a"
PQZ
0' 40' 80' 120' g
(HORIZONTAL)
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3875 3875 3875 3875
3870 3870 3870 3870
EXISTING GROUND
3865 ' 3865 3865 3865
3860 3860 3860 - 3860
3855 3855 3855 -- - _ 3855
3850 \ 3850 3850 � 3850 .�
PROPOSED GRADE 1�
3845 3845 3845 3845
3840 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 3840 3840 70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 SO 60 70 3840
{+
N
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(VERTICAL(
0' 20' 40' 60'
(HORIZONTAL) ^
7.
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139+65 140+35 141+10 � Q� ��av
0 0 0
3850 3850 3850 3850 3850 3850 w H a
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3845 EXISTING GROUND 3845 3845 3845 3845 3845
3840 3840 3840 / 3840 3840 3840
3835 — — _ 3835 3835 3835 3835 3835
3830 3830 3830 \� / 3830 3830 _ 3830
3825 3825 3825 3825 3825 3825
/ PROPOSED GRADE
3820 3820 3820 3820 3820 3820 1 7
3815 3815 3815 3815 3815 — 3815
EXISTING 4"DIP
3810 IRRIGATION LINE 3810 3810 3810 3810 3810
4-
3805 3805 3805 3805 3805 3805
_70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 -70 _60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 _70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 N
V
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(VERTICAL)
0' 20' 40' 60' Wr
(HORIZONTAL)
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142+60 143+50 144+50 Q� � '�`
3845 3845 3845 3845 3845 3845 '"w
3840 3840 3840 3840 3840 3840
3835 EXISTING GROUND 3835 3835 3835 3835 3835
3830 3830 3830 3830 3830 3830
3825 — 3825 3825 _ __ 3825 3825 3825 M�
3820 3820 3820 3820 3820 __ __ 3820
3815 3815 3815 3815 3815 3815
3810 3810 3810 3810 3810 3810
3805 3805 3805 3805 3805 3805
PROPOSED GRADE — —
3800 3800 3800 3800 3800 3800
3795.80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 3795 3795 90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 3795 3795.90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 3795 V
CCS
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(VERTICAL) W
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(HORIZONTAL)
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3815 3815 3815 3815
3810 - 3810 3810 - - - 3810
3805 3805 3805 3805
1
3800 3800 3800 3800
3795 3795 3795 3795
3790 3790 3790 / 3790
PROPOSED GRADE 11 ------ �-
i
3785 3785 3785 3785
3780 3780 3780 3780 4-
3775 3775 3775 3775 N
70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50
V
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(VERTICAL) W
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i

SEE PROFILE
FOR LENGTH OF RIFFLE SALVAGED
ONSITE BOULDERS o
Riffle Materal Table Q
m
g Riffle Material Rip Rap Size z z o
TOP OF BANK(TYP) N N
Riffle Equivalents Q E u 6
Reach Bottom Width(ft.) Thickness(in.) (%of matrix) z ? z'
Tz
TOE OF SLOPE TYP Linville River 12.5 18 50%Class B,50%Class 1 (]- c
( ) 6
TAIL OF RIFFLE NOTES: w a
FLOW HEAD OF RIFFLE ELEVATION POINT 1.ALL RIFFLE MATERIAL SHALL BE COMPACTED IN LIFTS AT A THICKNESS NOT TO EXCEED DMAX.
y� ELEVATION POINT PER PROFILE
PER PROFILE
A =- A'
Vane Arm Dimensions
Linville River
W(FT) .
H(FT) .1
B 1X(FT) 27.6
SALVAGED Plan View o(Degree) 25*
ONSITE 5(%) 3.8%
SALVAGED ONSITE BOULDERS BED MATERIAL,SEE SIZING TABLE-DETAIL 2
BED MATERIAL
SEE SIZING TABLE-DETAIL 2 SALVAGED
FOR RIFFLE THICKNESS ONSITE BOULDERS RIFFLE INVERT PER PROFILE
Boulder Dimensions
VARIES PER TOP OF BANK(TYP) Linville River
BASEFLOW
Length(ft) 4.0
Width(ft) 3.5
Section A-A' Height(ft) 2.5 U
Section B-B'
NOTE:
1. IF NECESSARY,SALVAGED ONSITE ROCK MAYBE W c5
SUBSTITUTED WITH QUARRY ROCK OF SIMILAR SIZE.
1 )Chunky Riffle(CR-CH)
6.1 Not to Scale / L
Material SizingTable
able
6.1 Not to Scale $
� U
CR-CH
z
oar
o �
a a MIXED STONE TOE OR BRUSH PACK
IF DEEMED NECESSARY BY THE ENGINEER U
IN THE FIELD
z a �[
m 6"SALVAGED ONSITE
O p COBBLE/GRAVEL O
O o A BED MATERIAL
CLASS 2 HEADER STONE
J 7
FOOTER BOULDER
B A' B' CAN BE SUBSTITUTED WITH MIX OF
BALLAST,No.57,CLASS A/B/I MATERIAL
EXTEND FILTER WITH ENGINEER'S APPROVAL r�i n1
SILL ELEVATION FABRIC 5'MIN. V
PER PROFILE UPSTREAM FILTER FABRIC
Plan View Profile A-A'
TOP OF BANK
SILL ELEVATION PER PROFILE
ENSURE BOULDERS
1'MIN OR ROCK BACKFILL
TRAVELS UP BANK SLOPE
EMBED 5' A MINIMUM OF 1' z
INTO
BANKS SHALL BE RAKED, BANK(TYP)
SEEDED WITH A TEMPORARY MIX F3 S y 5 m
AND THEN MATTED OVER WITH -7 ¢Z U
EROSION CONTROL MATTING Section B-B' o
3 Rock Sill v
gar
6.1 Not to Scale
z
6 OWN N vxa

SALVAGED ONSITE
COBBLE/GRAVEL o
BED MATERIAL Q
SALVAGED ONSITE Z o
CHANNEL BED
COBBLE/GRAVEL TOE OF SLOPE Z N
BED MATERIAL TYPE 2 \V���A Z z
FILTER FABRIC
HEADER ROCK B.
TOP OF BANK(TYP)
B' TYPE 2 TOE OF SLOPE NOF o e z F
�N0F TOP OF BANK(TYP) FILTER FABRIC \ o CHANNEL BED LENP MAXI EXTEND FILTER w
LENG�PRM ✓o �a e VAV� o FABRIC5'MIN.
v PN lX TTOESLOPE(TYP) UPSTREAM
FOOTER ROCKSTRUCTURE INVERT ELEVATIONS PER PROFILE.
TOE OF SLOPE(TYP) _ jBn�'
Section A-A'
B ___ EXTEND FILTER SCOURFLOW
EXCAVATE POOLLFABRIC5'MIN. POOL ��
_ i ! PER PROFILE UPSTREAM ADD SPLASH ROCKS AFTER EACH DROP
z_3 A`, Section A-A' ND LINE POOL WITH FILTER FABRIC
A
--= Z STRUCTURE INVERT ELEVATION
S oA PER PROFILE HEADER ROCK
TRUCTUREINVERT
TOP OF BANK TYP
ELEVATION POINT
PER PROFILE `- STRUCTURE INVERT ELEVATION = SLOPE ls)
PER PROFILE HEADER ROCK TOE OF SLOPE TYP
TOP OF BANK(TYP) Plan View
Plan View FOOTER ROCK
= SS Op SALVAGED ONSITE $�
TOE F LOPE TYP O COBBLE/GRAVEL EXTEND FILTER
BED MATERIAL FABRIC 5'MIN.
FOOTER ROCK UPSTREAM
SALVAGED ONSITE Section B-B'
COBBLE/GRAVEL
BED MATERIAL
EXTEND FILTER
FABRIC 5'MIN. Profile View W c5
UPSTREAM BB'
1 Rock Cross Vane n Rock A Vane o
6.2 Not to Scale M
6.2 Not to Scale
cn U
� 41-
TIE TO EXISTING GROUND
Q
VARIES ------------------
-
1 U
BARE ROOT PLANTING(1-2 ROWS,
TIE TO EXISTING GROUND --- 6'SPACING),SEE DETAIL 3 SHEET °
6.4 U"
EXISTING GROUND
4'ROCK WALL
5' +�
MPXa:1 7�
i titi �
BARE ROOT PLANTING(1 ROW,6'SPACING), r�i-n1
SEE DETAIL 3 SHEET 6.4 V
9 PROPOSED TOP OF BANK 4
5'
4'ROCK WALL
PROPOSED GRADE
FLOODPLAIN BENCH
i
LIVE STAKES(2-3'SPACING),SEE DETAIL 4 SHEET 6.3
a�
S c
EXISTING BOTTOM OF BANK
4'ROCK WALL
A
g 3 Stone Retaining Wall
n v
Bank Stabilization
6.2 Not to Scale g r
6.2 Not to Scale
z b w

� o
Q
6"MIN.OVERLAP IN 2„ r 1.25" z m
8'MAX.WITH WIRE
DOWNSTREAM DIRECTION I \ (6'MAX.WITHOUT WIRE) Q z u N w
AT MAT ENDS ,1, I)� J' � ,�w �n z�a
z
ECO-STAKE TYP TOP OF BANK T
(TYP) 1 MIDDLE AND VERTICAL WIRESSHALL BE 12 q GAGE MIN.
3,M FILTER FABRIC
SpgC G Z
TOP AND BOTTOM STRAND
L �0 SHALL BE 10 GAUGE MIN.
77777
WIRE u LJ
TYPICAL STAKE(TYP) TOE OF SLOPE
Plan View Typical Stake Eco-Stake
FILTER FABRIC
COMPACTED FILL EXISTING GROUND
EROSION CONTROL
MATTING(TYP) TOP OF BANK
SECURE MATTING IN ���� /i
6"DEEP TRENCH 00 a o
1 i
ECO-STAKE(TYP)
EXTEND FABRIC IC
TOE OF SLOPE /� \ INTO TRENCH
TYPICAL STAKE(TYP) u
U
NOTES:
Section View 1. USE WIRE A MINIMUM OF 32"IN WIDTH AND
TYPICAL STAKE(TYP) WITH A MINIMUM OF 6 LINES OF WIRES WITH 12"
STAY SPACING. W
2 Tem orar Silt Fence 2• USE FILTER FABRIC A MINIMUM OF 36"IN WIDTH
AND FASTEN ADEQUATELY TO THE WIRES AS
Erosion Control Matting6 3 Not to Scale DIRECTED BY THE ENGINEER.
6.3 Not to Scale 3. PROVIDE 5'STEEL POST OF THE SELF-FASTENER
ANGLESTEELTYPE. ANGLESTEELTYPE. (� U
41—
FILTER OF 1"DIA. TOP OF SILT FENCE TOP OF BANK U O ,
WASHED STONE
MUST BE AT LEAST 1' END OF FILTER FABRIC
STEEL FENCE POST ABOVE THE TOP OF SILT FENCE EROSION CONTROL
WIRE FENCE HE WASHED STONE LIVE STAKE(TYP) MATTING +
HARDWARE CLOTH (SEE DETAIL) r -}-
FILTER OF 1"DIA. SEE PLAN VIEW
WASHED STONE FOR SPACING TOP OF BANK
FILTER FABRIC v
ON GROUND IUNCUS PLUG(TYP) / //xx Q
$' TOE OF SLOPE /\
BURY WIRE FENCE \\i`
SILT FENCE AND HARDWARE CLOTH e TOE OF SLOPE
EBURY WIRE FENCE,FILTER FABRIC,
ND OF FILTER FABRIC STEEL FENCE POST AND HARDWARE CLOTH IN TRENCH / / / / /\\/
SET MAX 2'APART Front View �� rr�
Plan View Section View 6'-8' SPACING FOR LIVE STAKES `J
3'-5'SPACING FOR JUNCUS PLUGS
INSTALLATION: FOR A SILT BARRIER: 2-3'SPACING FOR LIVE STAKES
REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS.DURING INSTALLATION OF JUST BELOW THE GAP IN THE BARRIER,PLACE A
THE SILT BARRIER OR SILT FENCE,INSPECT THE INSTALLATION TO DETERMINE IF OUTLETS LAYER OF FILTER FABRIC ON THE GROUND TO Plan View Section View
ARE NEEDED ACCORDING TO THE CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE PROTECT THE SOIL FROM EROSION BY
BARRIER AND FENCE.IF THERE ARE QUESTIONS OR PROBLEMS WITH THE LOCATION, OUTFLOW FROM THE OUTLET;PLACE 6 INCHES
EXTENT,OR METHOD OF INSTALLATION,CONTACT THE ENGINEER,ARCHITECT,OR OF THE UPPER EDGE IN THE TRENCH.STAKE THE
RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE.EROSION CONTROL PERSONNEL REMAINING EDGES OF THE FABRIC TO HOLD IT Y p $
HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED IN PLACE. 0 < r n
OUTLETS AS AN AID TO INSTALLATION. ALONG THE GAP WHERE THE OUTLET WILL GO, ^m V
w
9 IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRST TIME,IT WILL HAVE PLACE STEEL FENCE POSTS FOR STRENGTH.THE 1/2"TO 2" >
TO BE REBUILT. POSTS MUST BE A MAXIMUM OF 2 FEET APART DIAMETER 0
g DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION AND DRIVEN INTO SOLID GROUND AT LEAST 18 p
e OF THE SILT FENCE,TAKING INTO CONSIDERATION: INCHES. a
INSTALL THE OUTLET AT THE LOWEST POINT(S)IN THE BARRIER OR FENCE WHERE PLACE HARDWARE CLOTH(WELDED
WATER WILL POND. GALVANIZED SCREEN WITH SQUARE 1/4-
INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION,MAINTENANCE,AND 1/2-INCH HOLES)ON THE UPHILL SIDE OF THE Live Stake Detail
REMOVAL. POSTS TO HOLD THE WASHED STONE IN PLACE.
ALLOW AT LEAST: PUT 6 INCHES OF THE BOTTOM OF THE CLOTH
a 15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE-STORY BUILDINGS. IN THE TRENCH AND FASTEN ITTO THE POSTS
25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE-STORY WITH LENGTHS OF WIRE. o
BUILDINGS. BURYTHE BOTTOM OF THE HARDWARE CLOTH
10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES. AND THE UPPER EDGE OF THE FILTER FABRIC z
PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE AN BELOW THE OUTLET IN THE TRENCH AND
EROSION HAZARD BELOW:AVOID STEEP SLOPES BELOW THE OUTLET AND AREAS COMPACT THE FILL.
WITHOUT PROTECTIVE VEGETATION.USE SLOPE DRAINS IF NECESSARY. PLACE A FILTER OF 1-INCH DIAMETER WASHED
DETERMINE THE LOCATION OF THE OUTLET:FOR A SILT BARRIER,WHEN THE TRENCH IS STONE ON THE UPHILL SIDE OF THE OUTLET. °¢Z
a DUG TO BURY THE BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED AT PILE THE STONE UP TO THE TOP OF THE NOTE: o o M
THE OUTLET;FOR A SILT FENCE,WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER HARDWARE CLOTH AND OVER THE JOINT 1. LIVE STAKES TO BE PLANTED IN AREAS l J�
FABRIC WILL BE OMITTED AT THE OUTLET. BETWEEN THE OUTLET AND THE BARRIER. AS SHOWN ON PLANS AND DIRECTED BY 4 Live Stakingand Juncus Plugs
REFER TO THE ILLUSTRATIONS OF THE OUTLET IN THE PLAN. THE ENGINEER. 4
g CLEAR STUMPS AND ROOTS FROM THE LOCATION OF THE OUTLET.CLEAR ADEQUATE 6.3 Not to Scale
ACCESS FOR THE EQUIPMENT NEEDED FOR INSTALLATION,MAINTENANCE,AND 2 r
REMOVAL. 3 Temporary Silt Fence Gravel Outlet a Z y
x 6.3 Not to Scale 6 .4
c &

MATERIAL SPECIFICATIONS
� o
/ PHYSICAL PROPERTY TESTS REQUIREMENTS Q m
z�Z
MATERIAL N/A POLYETHYLENE
�w �zM o
/ RECOMENDED COLOR N/A "INTERNATIONAL ORANGE" az ,z
/ TENSILE YIELD ASTM D638 AVE.2000 LBS.PER 4'WIDE Q 0 £ H a
Pp ULTIMATE TENSILE STRENGTH ASTM D638 AVE.2900 LBS.PER 4'WIDE W
QO
ELONGATION AT BREAK(%) ASTM D638 GREATER THAN 1000% ~
Q
° ° 9 CHEMICAL RESISTANCE N/A INERT TO MOST CHEMICALS AND ACIDS
O
°
/ ° 7
6'MAX.WITH WIRE
ATTACH SAFETY FENCE
TO METAL POSTS USING
CLASS ASTONE ° \ METALWIRETIES
8"MIN.DEPTH j` )
ORANGE SAFTY
FENCE
"T"OR"U"POST DRIVEN
MINIMUM OF 18"INTO GROUND
NOTES: ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
1. PROVIDE TURNING RADIUS SUFFICIENTTOACCOMMODATE ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ z
LARGE TRUCKS. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
2. LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a U
AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE FREQUENT
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT �1�Construction Entrance
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC 6.4 Not to Scale
TOP DRESSING WITH STONE WILL BE NECESSARY. I I I I �,,,i
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE U Li
CLEANED IMMEDIATELY. z O
5. USE CLASS A STONE OR OTHER COARSE AGGREGATE APPROVED z Safe Fence
BY THE ENGINEER. 00
6. PLACE FILTER FABRIC BENEATH STONE. 6.4 Not to Scale U
4-
BUFFER WIDTH DIBBLE BAR
VARIES PLANTING BAR SHALL HAVE A Q
BLADE WITH A TRIANGULAR +�
BANKFULL CROSS-SECTION,AND SHALL
RESTORED BE 12 INCHES LONG,4 INCHES O
CHANNEL ��� �/ WIDE AND 1 INCH THICK AT
�A CENTER.
\�X�7 ��j��j������������ ROOTING PRUNING
SPACING PER ALL ROOTS SHALL BE
PLANTING PLAN PRUNED TO ANAPPORIATE rr0�
Section View LENGTH TO PREVENT V Q
J-ROOTING.
O O 3 O O O
V \ \ V ��V��
9
e INSERTTHE DIBBLE,OR REMOVE THE DIBBLE,OR INSERTTHE DIBBLE,OR PUSH THE DIBBLE,OR PULL BACK ON THE REMOVE THE DIBBLE,OR
SHOVEL,STRAIGHT DOWN SHOVEL,AND PUSH THE SHOVEL,SEVERAL INCHES SHOVEL,DOWN TO HANDLE TO CLOSE THE SHOVEL,AND CLOSE AND
INTO THE SOIL TO THE SEEDLING ROOTS DEEP IN FRONT OF THE THE FULL DEPTH OF BOTTOM OF THE FIRM UP THE OPENING
FULL DEPTH OF THE BLADE INTO THE PLANTING HOLE. SEEDLING AND PUSH THE THE BLADE. PLANTING HOLD. THEN WITH YOUR HEEL. BE
AND PULL BACK ON THE PULL THE SEEDLING BACK BLADE HALFWAY INTO PUSH FORWARD TO CLOSE CAREFUL TO AVOID
HANDLE TO OPEN THE UP TO THE CORRECT THE SOIL. TWIST AND THE TOP,ELIMINATING AIR DAMAGING THE SEEDLING.
a PLANTING HOLE. (DO NOT PLANTING DEPTH(THE PUSH THE HANDLE POCKETS AROUND THE
ROCK THE SHOVEL BACK ROOT COLLAR SHOULD BE 1 FORWARD TO CLOSE THE ROOT.
F AND FORTH AS THIS TO 3 INCHES BELOW THE TOP OF THE SLIT TO HOLD o
CAUSES SOIL IN THE SOIL SURFACE). GENTLY THE SEEDLING IN PLACE.
3 PLANTING HOLE TO BE SHAKE THE SEEDLING TO
COMPACTED,INHIBITING ALLOW THE ROOTS TO
ROOT GROWTH. STRAIGHTEN OUT. DO NOT
TWIST OR SPIN THE P¢Z
g' SEEDLING OR LEAVE THE o
ROOTS 1-ROOTED.
NOTES:
g 1. ALL SOILS WITHI N THE BU FFER PLANTI NG AREA SHALL
BE DISKED,AS REQUIRED,PRIOR TO PLANTING. Bare Root Planting
Planting g _ T ..
2. ALL PLANTS SHALL BE PROPERLY HANDLED PRIOR TO
x INSTALLATION TO INSURE SURVIVAL. 6'4 Not to Scale V P sIT

HIGH STRENGTH
DOUBLE STITCHED
"1"TYPE SEAMS.
INTAKE HOSE
IMPERVIOUS DIKE / BAG PLACED ON V1 0
(SEE INSET"B") / PUMP AGGREGATED OR STRAW. v
EXISTING TERRAIN DEWATERING BAG Q
��• _ T SEWN IN SPOUT z
1 z
HIGH STRENGTH STRAPPING d
b DEWATERING FOR HOLDING HOSE / < ;,,_a°,. *c;- z,�.:x '-=µ, STREAM BED a w �z z
BAG IN PLACE. A�AA�AA�A �. k>5"- z
DISCHARGE HOSE WATER FLOW
FROM PUMP 8"of CLASS B RIPRAP w �J
15' FILTER FABRIC
FLEXIBLE 15'to 20'
DISCHARGE HOSE Inset"A"
Dewatering Bag
SAND BAG
(24"X 12"X 6")
OR STONE. ,C
y� IMPERVIOUS SHEETING
F!y FRO W
Op STABILIZED OUTLET USING CLASS B
i RIPRAP TRENCHED INTO EXISTING
GROUND A MINIMUM OF 6". SIZE AND
LOCATION TO BE DETERMINED IN THE
INTAKE HOSE Inset"B" FIELD BY THE ENGINEER.
IMPERVIOUS DIKE Impervious Dike FLEXIBLE DISCHARGE HOSE FROM
DEWATERING (SEE INSET"B") PUMP AROUND PUMP HELD IN PLACE a-
PUMP 10'MIN. WITH SAND BAGS AS NEEDED.
DISCHARGE HOSE 10'X 5'STABILIZED OUTLET FILTER FABRIC
DEWATERING BAG USING CLASS B RIPRAP AND Inset"C"
(SEE INSET"A") NCDOT TYPE 2 FILTER FABRIC. Stabilized Outlet W
(SEE INSET"C")
Plan View NOTES:
1 Pump Around System 1. PROVIDE STABILIZED OUTLET TO STREAMBED.
6.5 Not to Scale 2. BAG ON FLAT GROUND OR STAKE AROUND IT TO Cr7 U
PREVENT IT ROLLING DOWNHILL.
i MUD MATS `J 7-
WATER DIVERSION CHANNEL
4 Q r- -I-
10-
SUPPORT LOG FILTER FABRIC U r�
12"0 MIN. Section View CLASS B
STONE
OVERLAP ROLL EDGES 12" 1"xl"x24"WOOD STAKE, ro
PLACE SOIL EXCAVATED DURING AND SECURE TO PROVIDE 6'O.C. �J
TRENCHING ON UPHILL SIDE OF ROLL ATIGHT1OINT 8-10"DIA.FIBER ROLL
DRIVE STAKES OF STRAW&BURLAP
IN ON ALTERNATING TWINE MESH MUD MATS +�.+
SIDES OF ROLL SOIL EXCAVATED IN (�
y TRENCHLINE SHALL BE FLOW
6,0wyy 6'_0" PLACED ON UPHILL
M MAX" y y y SIDE OF ROLL
y VIP. y a y y yolpSTRAW WATTLE TO BE INSTALLED(TYP)1 � � � � � �-�x
t o
y y y y TOP OF BANK(TYP) - _ SEE DETAIL 5,SHEET 5.6
y �
v y yy y Z Q
g y FAO �/ NOTES:
�ry N TOE OF SLOPE(TYP) 1. CONSTRUCT STREAM CROSSING WHEN FLOW 15 AT
NORMAL BASEFLOW.
Ea Section View FLOW 2. MINIMIZE CLEARING AND EXCAVATION OF
STREAMBANKS. DO NOT EXCAVATE CHANNEL BOTTOM.
3 3. INSTALL STREAM CROSSING PERPENDICULAR TO THE
FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE
NOTES: CONSTRUCTION ROAD DOES NOT ENTER EXISTING
1. INSTALL FIBER ROLL ALONG CONTOUR.RUNOFF MUST NOT BE CHANNEL. z
ALLOWED TO RUN UNDER OR AROUND ROLL. SUPPORT LOG 5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE
2. INSPECT STRAW WATTLES ON A REGULAR BASIS AND AFTER EACH 12"0 MIN. EDGE OF THE MUD MAT.
g y 5
RAINFALL EVENT. 6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE P¢z
a 3. WATTLES SHOULD BE MAINTAINED TO ALLOW THE WATER TO FLOW RAMP ANGLE ACCORDING TO EQUIPMENT UTILIZED. o o /1
THROUGH,REDUCE VELOCITY AND ALLOW SEDIMENTATION TO OCCUR. Plan View 7. CROSSINGS SHOULD BE MONITORED TO ASSURE J
` ^
� 4. WATTLES SHOULD BE REPLACED IF FIBER BECOMES TOO SATURATED. CORRECT FUNCTIONING OF MATS,LOOKING FOR ANY VJ
g 5. STAKES SHOULD BE USED TO ANCHOR THE STRAW WATTLE TO THE � DEFECTS OR STRUCTURAL PROBLEMS.
/
ti GROUND TO PREVENT SCOURING AND WASHOUT. 3--�Temporary Stream Crossing-Timber 8. CROSSINGS COVERED IN SOIL OR DEBRIS SHOULD BE
Straw Wattle \,L5J Not to Scale CLEANED AND THE MATERIALS REMOVED AND DISPOSED ; E
x 6.5 Not to Scale OF IN A STABLE LOCATION. o o s c b

Grandfather Golf & Country Club
Stream Enhancement Project
Agent Authorization Form

AGENT AUTHORIZATION FORM
The undersigned landowner or landowner representative identified below hereby authorize Wildlands
Engineering, Inc.to act as the agent in obtaining a preliminary Jurisdictional Determination (pJD) and/or
necessary permits/certifications (401/404)for the Grandfather Golf&Country Club Stream
Enhancement project on the identified property in Avery County, NC. As part of the authorization the
landowner or landowner representative authorizes access to Wildlands Engineering, Inc.,the North
Carolina Department of Environmental Quality, and the US Army Corps of Engineers personnel for the
evaluation of the property as it relates to the project including stream and wetland determinations and
delineations.
Parcel ID: 1856-00-78-3560, 1856-00-78-5550,
1856-00-86-2336
Street Address: N/A
Listed Owner: Grandfather Golf&Country Club
PO Box 368
Linville, NC 28646
Responsible Party: Alan Shuping, Director of Facilities
Name&Title
Phone Number: 828-898-4531
GX,-%8F%4Jr#e, DDiN c-CCAlan hu ng,o—ndMther Golf and Country Club,00=Dlrectorof
RiaiLocalionGradfatherG,1f,.dCountryClub
Date:2o2304.1910:1621-0400Signature: Adobe Acrobat version 2023.001.20143
April 19, 2023
Date:

Grandfather Golf & Country Club
Stream Enhancement Project
Agency Correspondence (NCSHPO & USFWS)

NCSHPO Request for Comment Letter

WILDLANDS
E N G IN E E R I N G
April 3, 2023
Renee Gledhill-Earley
State Historic Preservation Office
4617 Mail Service Center
Raleigh, NC 27699-4617
Submitted via email:[e-mail]
Subject: Request for Review and Comment
Grandfather Golf and Country Club Stream Restoration Project
Avery County, North Carolina
Dear Ms.Gledhill-Earley,
On behalf of Grandfather Golf&Country Club(GGCC),Wildlands Engineering, Inc. requests review and comment
on any possible issues that might emerge with respect to archaeological or cultural resources associated with the
GGCC Stream Restoration Project.This project is located in Avery County, NC approximately two miles north of
Linville(latitude 36.103804, longitude-81.846874). Please refer to the attached figures for a USGS Topographic
Map and a Site Map illustrating the project area.The topographic figure was prepared from the Bessemer City, NC
7.5-Minute USGS Topographic Quadrangle.
The proposed project area consists of multiple streams channels on lands owned by GGCC, extending from the
backwater of Loche Dornie's normal pool elevation to the 12th, 13th, 14th,and 15th holes.Approximately 2,000
linear feet of stream,0.29 acres of open water,and no wetlands were identified on site.The streams include
Linville River and its tributaries(Little Grassy Creek, Big Grassy Creek,and an unnamed tributary)which all drain
into the lake on the golf course.The proposed project area is almost entirely contained within the existing golf
course fairways and cart paths, and is therefore, primarily open, maintained turf with only small areas of
rhododendron and trees.The project area is surrounded by wooded residential lots,and the watershed is mostly
forested with a small portion of residential land use.Sections of the stream are currently experiencing significant
bank erosion that is laterally migrating onto the golf course.
GGCC is proposing to perform bank stabilization,stream restoration,and stream enhancement on portions of the
streams as they run through the golf course.Stabilizing the streams' banks will reduce the amount of
sedimentation occurring in the pond and in Linville River.The steep and unstable banks pose a risk to golfers and
the infrastructure including the paved cart paths.The proposed project will also remove a small pond dam (off
Clubhouse Road)and restore and enhance Linville River and its tributaries. Construction of this project will affect
Jurisdictional Waters of the U.S.and require Section 404/401 permitting. Construction access for the project is
illustrated in the figures and will utilize existing access paths, possibly widened slightly,to minimize impacts.
Structures within or immediately adjacent to the project area include drainpipes for the golf course, a pedestrian
bridge,sewer lines and manholes, powerlines, and residential homes.
No NC Natural Heritage Program Managed or Natural Areas are located within the proposed project area.The
Grandfather Mountain (Natural Area)and the Nature Conservancy's Grandfather Mountain Preserve Dedicated
Nature Preserve(Managed Areas)are located approximately 400 feet upstream of the project,and the Linville Gap
Wetland is located within 2,000 feet of the project;all have an "Exceptional" rating in the NC NHP database. No
architectural structures or archaeological artifacts were observed or noted within the proposed project limits
during preliminary surveys of the site.We ask that you review the site based on the attached information to
determine the presence of any historic properties.
W Wildlands Engineering,Inc. (P)704.332.7754 • 1430 South Mint Street,Suite 104 • Charlotte,NC 28203

WILDLANDS
E N G I N E E R I N G
We thank you in advance for your timely response and cooperation. Please feel free to contact me with any
questions that you may have concerning the extent of site disturbance associated with this project.
Sincerely,
9n"S-1 �
Jeffrey S.Turner, Environmental Scientist
jturner@wildlandsen�.com
704.332.7754x118
Attachments:Figure 1 Site Map,Figure 2 USGS Topographic Map
W Wildlands Engineering,Inc. (P)704.332.7754 • 14305outh Mint Street,Suite 104 • Charlotte,NC 28203

Parcels
Proposed Project Boundary
s s
Area of Potential Effect(APE)
NC NHP Natural Areas
NC NHP Managed Areas
Existing Ponds v
e"
Project Streams
Non-Project Streams
=I
I
s
4
r
_
I
d �
rr
Figure 1:Site Map
Grandfather Golf and Country Club
0 600 Feet Catawba River Basin(03050101)
I i I
WILDLANDS
E N G I N E E R I N G
Avery County, NC

Grandfather Mountain USGS 7.5 Minute Topographic Quadrangle OP
- - ei,
_ f
cc
O
- l
f } -
�f 105L,-
/ r . ,S.S y-C
j Bt9 . _
1 i ,
o% p
i
Grandfather`
00�---
r
Area of Potential Effect (APE)
Pro osed Project Boundary
7
p J Y
Figure 2:USGS Topographic Map
Grandfather Golf and Country Club
0 1,000 Feet Catawba River Basin(03050101)
I I I
WILDLANDS
ENGINEERING
Avery County, NC

USFWS Email Correspondence

Ian Eckardt
From: Hamstead, Byron A <[e-mail]>
Sent: Thursday, June 1, 2023 1:19 PM
To: Jeff Turner
Cc: Ian Eckardt; Kirsten Gimbert
Subject: Re: [EXTERNAL] Request for Review and Comment - Grandfather Golf and Country Club Stream
Restoration Project
Thanks Jeff. The single .pdf is most welcome.
We offer the following comments/concurrence to inform prudent effect determinations to listed species from the
appropriate action agency:
Based on the information provided, suitable habitat is present within the proposed action area (50CFR 402.02)for the
federally endangered northern long-eared bat (Myotis septentrionalis, NLEB). Based on the Information for Planning and
Consultation (IPAC) submission dated May 22, 2023, and the standing analysis supporting the NLEB Determination Key,
the proposed action "may affect, but is not likely to adversely affect"this animal.
Your correspondence indicates that suitable habitat is also present within the proposed action area for the proposed
endangered tricolored bat (Perimyotis subflavus). This animal is not currently afforded legal protection under the
Endangered Species Act. However, based on the responses provided in the NLEB DKey, we offer our concurrence with a
"may affect, not likely to adversely affect" determination from the appropriate action agency should this species
become listed in the future.
The information provided indicates that suitable habitat is not present within the proposed action area for any other
federally listed species.Therefore, we require no further information and consider consultation to be complete at this
time. Please be aware that obligations under section 7 of the Act must be reconsidered if: (1) new information reveals
impacts of the identified action may affect listed species or critical habitat in a manner not previously considered, (2)the
identified action is subsequently modified in a manner that was not considered in this review, or(3) a new species is
listed or critical habitat is determined that may be affected by the identified action.
Please contact me if you have any questions.
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From:Jeff Turner<[e-mail]>
Sent: Monday, May 22, 2023 3:23 PM
1

To: Hamstead, Byron A<[e-mail]>
Cc: Ian Eckardt<[e-mail]>; Kirsten Gimbert<[e-mail]>
Subject: RE: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Hello Mr. Hamstead,
Thank you for helping to clarify the process. Please see the attached, updated scoping letter. It includes the figures, an
updated species list, and the updated consistency letter.There was no change in the conclusions with the addition of the
new area.
We thank you in advance for your timely response and cooperation. Please feel free to contact me with any questions
that you may have concerning the extent of site disturbance associated with this project.
Project Code 2023-0058797 (from the Consistency Letter)
Sincerely,
Jeff Turner, MS I Environmental Scientist
0: 704.332.7754 x118
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, NC 28203
From: Hamstead, Byron A<[e-mail]>
Sent:Thursday, May 18, 2023 2:28 PM
To:Jeff Turner<[e-mail]>
Cc: Ian Eckardt<[e-mail]>; Kirsten Gimbert<[e-mail]>
Subject: RE: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Hey Jeff,
For this, and any other project involving NLEB,where the action area changes in a manner not previously considered,we
request that you revise the project map and NLEB Dkey responses provided in IPaC.
Here's why:There are data that delineate various ecological and habitat boundaries that operate in the background of
the NLEB Dkey. These boundaries influence consultation outcomes from the Dkey.
If you receive an unexpected result from the D-key, you may want to submit a new project. IPaC may not provide a
concurrence or consistency letter for projects that have several revisions to screening for project proponents that are
trying to "trick"the system.
Sorry for the extra steps...
Byron
From:Jeff Turner<[e-mail]>
Sent:Tuesday, May 16, 2023 3:15 PM
To: Hamstead, Byron A<byron [e-mail]>
Cc: Ian Eckardt<[e-mail]>; Kirsten Gimbert<[e-mail]>
2

Subject: RE: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Hello Mr. Hamstead,
RE: Grandfather Golf and Country Club Stream Restoration Project in Avery County, NC.
Thank you for your response.We wanted to let you know that the project area has expanded slightly for the
Grandfather Golf and Country Club Stream Restoration Project. Attached you will find an updated site map and
topographic map.The new area is the 0.66 acre area in the southwestern portion of the project, below the pond.This
area will be used to stockpile dirt from stream restoration project. The vegetation of the added area is currently
maintained turf grass and consequently has no suitable habitat for any listed species including the bats. This area was
assessed during the initial site walk on April 23, 2023 but not included in the original correspondence.There will be no
tree clearing as there are no trees within the area.
There is no change made to the biological determinations for the site as a whole.
On behalf of Grandfather Golf&Country Club, Wildlands Engineering, Inc. requests a review and comment on any
possible issues that might emerge with respect to endangered species, migratory birds, or other trust
resources associated with the added area.
We thank you in advance for your timely response and cooperation. Please feel free to contact me with any questions
that you may have concerning the extent of site disturbance associated with this project.
Sincerely,
Jeff Turner, MS I Environmental Scientist
0: 704.332.7754 x118
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, NC 28203
From: Hamstead, Byron A<byron [e-mail]>
Sent: Friday, May 12, 2023 12:46 PM
To: Kirsten Gimbert<[e-mail]>;Jeff Turner<[e-mail]>
Cc: Ian Eckardt<[e-mail]>
Subject: Re: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Thanks Kirsten,
We offer the following comments/concurrence to inform prudent effect determinations to listed species from the
appropriate action agency:
Based on the information provided, suitable habitat is present within the proposed action area (50CFR 402.02)for the
federally endangered northern long-eared bat (Myotis septentrionalis, NLEB). Based on the Information for Planning and
Consultation (IPAC) submission dated May 8, 2023, and the standing analysis supporting the NLEB Determination Key,
the proposed action "may affect, but is not likely to adversely affect"this animal.
3

Your correspondence indicates that suitable habitat is also present within the proposed action area for the proposed
endangered tricolored bat (Perimyotis subflavus). This animal is not currently afforded legal protection under the
Endangered Species Act. However, based on the responses provided in the NLEB DKey, we offer our concurrence with a
"may affect, not likely to adversely affect" determination from the appropriate action agency should this species
become listed in the future.
The information provided indicates that suitable habitat is not present within the proposed action area for any other
federally listed species.Therefore, we require no further information and consider consultation to be complete at this
time. Please be aware that obligations under section 7 of the Act must be reconsidered if: (1) new information reveals
impacts of the identified action may affect listed species or critical habitat in a manner not previously considered, (2)the
identified action is subsequently modified in a manner that was not considered in this review, or(3) a new species is
listed or critical habitat is determined that may be affected by the identified action.
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From: Kirsten Gimbert<[e-mail]>
Sent: Monday, May 8, 2023 2:58 PM
To: Hamstead, Byron A<byron [e-mail]>;Jeff Turner<[e-mail]>
Cc: Ian Eckardt<[e-mail]>
Subject: RE: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Hi Byron,
Thanks for reaching out. Please find attached the updated consistency letter that now provides a determination of
MANLAA as well as a revised species conclusion table and the App B BA Form. Please let me know if there is anything
else you need from our end for this project.
Thanks,
Kirsten Gimbert I Senior Environmental Scientist
M: 704.941.9093
From: Hamstead, Byron A<byron [e-mail]>
Sent:Saturday, May 6, 2023 7:36 AM
To:Jeff Turner<[e-mail]>
Cc: Kirsten Gimbert<[e-mail]>; Ian Eckardt<[e-mail]>
Subject: Re: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
4

Hi Jeff,
We think that the response and biological conclusion from the NLEB Key provided is not accurate. We believe that a
NLAA consistency letter should have been generated. The architects of the Key have made many changes to the Key
over the past several weeks. We ask that you delete your original submission and re-enter your project information in
the Key. So sorry for the trouble.
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From: Hamstead, Byron A<byron [e-mail]>
Sent:Sunday,April 9, 2023 9:21 AM
To:Jeff Turner<[e-mail]>
Cc: Kirsten Gimbert<[e-mail]>; Ian Eckardt<[e-mail]>
Subject: Re: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Received Jeff. We will provide a response ASAP.
This NLEB framework is new for all of us. Thanks to All for you patience and diligence.
More soon,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From:Jeff Turner<[e-mail]>
Sent: Friday, April 7, 2023 3:19 PM
To: Hamstead, Byron A<byron [e-mail]>
Cc: Kirsten Gimbert<[e-mail]>; Ian Eckardt<[e-mail]>
5

Subject: RE: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Hello Mr. Hamstead,
Please see the attached letter for our updated Appendix B BA Form for the NLEB. Please let us know if you need
additional information.Thank you.
Sincerely,
Jeff Turner, MS I Environmental Scientist
0: 704.332.7754 x118
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, NC 28203
From: Hamstead, Byron A<byron [e-mail]>
Sent:Wednesday, April 5, 2023 2:53 PM
To: Kirsten Gimbert<[e-mail]>; Ian Eckardt<[e-mail]>;Jeff Turner
<[e-mail]>
Subject: Re: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Thanks Kirsten,
Based on the information provided,the Key has determined that your project "may affect" NLEB. So,we then proceed
to Steps 4 and 5 of the Interim Framework wherein the action agency determines if the project meets the requirements
of the Framework and fills out the BA Form (which was just updated today). This BA Form and all other documents
related to the NLEB Framework can be found here:
https://www.fws.gov/library/collections/interim-consultation-framework-northern-long-eared-bat
Questions III(1) and III(2) of the BA Form require feedback from our office.
• The answer to III(1) is "no".
o That is, the proposed action area is not w/in 0.25mi of a known hibernacula or 150' of a known
maternity roost tree.
• The answer to III(2) is "yes".
o That is, surveys have detected NLEBs within 3mi of the action area.
We ask that you or the appropriate action agency submit the complete BA Form to our office to move forward with
consultation.
Please know that the language in the d-key and Interim Framework is changing with little or no influence or notice to our
office, and we anticipate it will continue to change over the next months, weeks, and even days. Check the website
above to make sure you are using the most current versions of these documents.
Thanks again for your patience through these changes for NLEB.
Byron
6

Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From: Kirsten Gimbert<[e-mail]>
Sent:Wednesday, April 5, 2023 1:13 PM
To: Hamstead, Byron A<bvron [e-mail]>; Ian Eckardt<[e-mail]>;Jeff Turner
<iturner@wildlandsen�.com>
Subject: RE: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Hi Byron,
Please find attached the MA consistency letter,the revised species conclusion table and the revised T&E species list for
the Grandfather Golf&Country Club site. Please let me know if you have any further questions or require additional
information on the site.
Thanks!
Kirsten Gimbert I Senior Environmental Scientist
M: 704.941.9093
From: Hamstead, Byron A<bvron [e-mail]>
Sent:Wednesday, April 5, 2023 9:13 AM
To: Ian Eckardt<[e-mail]>;Jeff Turner<[e-mail]>
Cc: Kirsten Gimbert<[e-mail]>
Subject: Re: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Thanks Ian,
We now ask that all action agencies or project proponents use the new Interim Consultation Framework and/or Range-
wide Determination Key to complete consultation for NLEB:
On November 29, 2022,the Service published a final rule in the Federal Register to reclassify the northern long-eared
bat (NLEB)from threatened to endangered, nullifying the existing 4(d) rule. An Interim Consultation Framework
(Framework) and a Range-wide Determination Key (Key) were developed to help project proponents consult on
NLEB: The Framework and Key can be found at https://www.fws.gov/species/northern-long-eared-bat-myotis-
septentrionalis. Please know that we anticipate the language in the Key and Framework to change over the next
months, weeks, and even days. Our office has very limited influence over these changes.
7

J Northern Long-eared Bat (Myotis septentrionalis)
U.S. Fish & Wildlife Service
www.fws.gov
Your analysis of the impacts of the project to NLEB should follow the Framework and be screened through the Key to
complete consultation. An effects determination and next steps will be provided by the Key. Please provide this office
with a copy of the response letter generated by the Key to proceed.
There is a question in the Key that has been problematic for some project proponents:
Do havepost-white nose sy
you
eared bats (NLEB) present in thi
identification of NLEBsin hibel
rorconfirmedt ees det(
This question is just intended to identify any NLEB occurrence data that we do not already have. That is, do you have
any post-WNS NLEB occurrence data that has not already been submitted to NCNHP, NCWRC, or the USFWS?
Please know that in instances where a "May Affect Consistency Letter" is rendered by the d-key,the action agency must
then complete the BA Form and submit it to our office. See Steps 3.3,4, 5, and 6 of the Interim Consultation Framework
and associated Appendices for what to expect when a "May Affect Consistency Letter" is rendered by the NLEB d-
key.
I know this is a lot to digest.Thanks in advance for your time and patience.
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
8

From: Ian Eckardt<[e-mail]>
Sent:Wednesday, April 5, 2023 8:56 AM
To: Hamstead, Byron A<byron [e-mail]>;Jeff Turner<[e-mail]>
Cc: Kirsten Gimbert<[e-mail]>
Subject: RE: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Morning Byron,
Thanks for bringing that to our attention. The lead action agency should be the USACE.This is not a NCDOT related
project.
Ian Eckardt, PWS I Environmental Scientist
0: 704.332.7754 x108 M: 704.517-4988
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, NC 28203
From: Hamstead, Byron A<byron [e-mail]>
Sent:Tuesday, April 4, 2023 4:11 PM
To:Jeff Turner<[e-mail]>
Cc: Kirsten Gimbert<[e-mail]>; Ian Eckardt<[e-mail]>
Subject: Re: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration
Project
Thanks for the coordination Jeff,
Can you confirm the lead action agency? Your IPaC Species List (last page) suggests that its DOT. If thats the case, I need
to pass this request along to one of our NCDOT liaisons. If the USACE or other is the lead federal action agency, I will
add it to my list for review.
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and may be disclosed to third
parties.
From:Jeff Turner<[e-mail]>
Sent:Tuesday,April 4, 2023 3:16 PM
9

To: Hamstead, Byron A<byron [e-mail]>
Cc: Kirsten Gimbert<[e-mail]>; Ian Eckardt<[e-mail]>
Subject: [EXTERNAL] Request for Review and Comment-Grandfather Golf and Country Club Stream Restoration Project
This email has been received from outside of DOI - Use caution before clicking on links, opening attachments, or
responding.
Dear Mr. Hamstead,
On behalf of Grandfather Golf&Country Club (GGCC), Wildlands Engineering, Inc. requests review and comment on any
possible issues that might emerge with respect to endangered species, migratory birds, or other trust resources
associated with the GGCC Stream Restoration Project.This project is located in Avery County, NC approximately two
miles north of Linville (latitude 36.103804, longitude-81.846874). Please refer to the attached PDF for the full scoping
letter and figures.
We thank you in advance for your timely response and cooperation. Please feel free to contact me with any questions
that you may have concerning the extent of site disturbance associated with this project.
Sincerely,
Jeff Turner, MS I Environmental Scientist
0: 704.332.7754 x118
Wildlands Engineering, Inc.
1430 S. Mint St, Suite 104
Charlotte, NC 28203
10

WILDLANDS
E N G IN EL R i N G
May 22, 2023
Byron Hamstead
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Submitted via email:[e-mail]
Subject: Request for Review and Comment on an updated area
Grandfather Golf and Country Club Stream Restoration Project
Avery County, North Carolina
Dear Mr. Hamstead,
We wanted to let you know that the project area has expanded slightly for the Grandfather Golf and Country Club
Stream Restoration Project.Attached you will find an updated site map and topographic map,as well as the
updated official species list and the updated NLAA Consistency Letter for the NLEB.
The new area is a 0.66-acre area in the southwestern portion of the project, below the pond.This area will be used
to stockpile dirt from stream restoration project.The vegetation of the added area is currently maintained turf
grass and consequently has no suitable habitat for any listed species including the bats.This area was assessed
during the initial site walk on April 23,2023 but not included in the original correspondence.There will be no tree
clearing as there are no trees within the area.
There is no change made to the biological determinations for the site as a whole and the NLEB consistency letter
has the same NLAA determination as first reported for the smaller project area.
On behalf of Grandfather Golf&Country Club,Wildlands Engineering, Inc. requests a review and comment on any
possible issues that might emerge with respect to endangered species, migratory birds,or other trust resources
associated with the added area.
We thank you in advance for your timely response and cooperation. Please feel free to contact me with any
questions that you may have concerning the extent of site disturbance associated with this project.
Sincerely,
Si
pW
Jeffrey S.Turner, Environmental Scientist
[e-mail]
704.332.7754118
Attachments:Figure 1 Site Map,Figure 2 USGS Topographic Map,USFWS official species list,NLAA Consistency Letter
W Wildlands Engineering,Inc. (P)704.332.7754 • 14305outh Mint Street,Suite 104 • Charlotte,NC 28203

Parcels
Proposed Project Boundary
770 NC NHP Natural Areas @2032M MOM RE@=
NC NHP Managed Areas
Existing Ponds
Project Streams '
Non-Project Streams
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Figure 1:Site Map
Grandfather Golf and Country Club
0 700 Feet Catawba River Basin(03050101)
ICI
WILDLANDS
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Avery County, NC

Grandfather Mountain USGS 7.5 Minute Topographic Quadrangle OP
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105
Grandfather`
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Proposed Project Boundary
Figure 2:USGS Topographic Map
Grandfather Golf and Country Club
0 1,000 Feet Catawba River Basin(03050101)
I I I
WILDLANDS
ENGINEERING
Avery County, NC

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United States Department of the Interior
FISH AND WILDLIFE SERVICE
4j4Rc"' �w> Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville,NC 28801-1082
Phone: [phone] Fax: [phone]
In Reply Refer To: May 22, 2023
Project Code: 2023-0058797
Project Name: Grandfather Golf and Country Club_v2
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The enclosed species list
fulfills the requirements of the U.S. Fish and Wildlife Service (Service)under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended(16 U.S.C. 1531 et seq.).
Please note that new species information can change your official species list. Under 50 CFR
402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list
should be verified after 90 days. The Service recommends you visit the ECOS-IPaC website at
regular intervals during project planning and implementation to ensure your species list is
accurate or obtain an updated species list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A biological assessment (BA) or biological evaluation (BE) should be completed for your
project.A BA is required for major construction activities (or other undertakings having similar
physical impacts) considered to be Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act(42 U.S.C. 4332(2) (c))
(NEPA). For projects other than major construction activities, the Service suggests that a BE be
prepared to determine effects of the action and whether those effects may affect listed species
and/or designated critical habitat. E?ects of the action are all consequences to listed species or
critical habitat that are caused by the proposed action, including the consequences of other

05/22/2023 2
activities that are caused by the proposed action.A consequence is caused by the proposed action
if it is reasonably certain to occur and would not occur "but for" the proposed action..
Recommended contents of a BABE are described at 50 CFR 402.12. More information and
resources about project review and preparing a BA/BE can be found at the following web link:
https://www.fws.gov/office/asheville-ecological-services/asheville-field-office-online-review-
process-overview.
If a Federal agency determines listed species and/or designated critical habitat may be affected
by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR
402. The Service is not required to concur with "no effect" determinations from Federal action
agencies. If consultation is required, the Service recommends that candidate species, proposed
species, proposed critical habitat, and at-risk species be addressed within the consultation. More
information on the regulations and procedures for section 7 consultation, including the role of
permit or licensed applicants, can be found in the "Endangered Species Consultation Handbook"
at the following web link: https://www.fws.gov/media/endangered-species-consultation-
handbook.
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Act, there are additional responsibilities under the Migratory Bird Treaty Act (MBTA)
and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project-
related impacts.Any activity, intentional or unintentional, resulting in take of migratory birds,
including eagles, is prohibited unless otherwise permitted by the Service (50 C.F.R. Sec. 10.12
and 16 U.S.C. Sec. 668(a)). More information about MBTA and BGEPA can be found at the
following web link: https://www.fws.gov/program/migratory-birds.
We appreciate your consideration of Federally listed species. The Service encourages Federal
agencies to include conservation of threatened and endangered species in their project planning
to further the purposes of the Act. Please contact our staff at 828-258-3939, if you have any
questions. In any future correspondence concerning this project, please reference the
Consultation Code which can be found in the header of this letter.
Attachment(s):
• Official Species List
■ USFWS National Wildlife Refuges and Fish Hatcheries
■ Migratory Birds
■ Wetlands

05/22/2023 1
OFFICIAL SPECIES LIST
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

05/22/2023 2
PROJECT SUMMARY
Project Code: 2023-0058797
Project Name: Grandfather Golf and Country Club_v2
Project Type: Restoration/Enhancement of Waterbody
Project Description: Stream restoration and stabilization project along segments of the streams
within the property of Grandfather Golf and Country Club. (version 2
with a reduced project area.). Project area revised 5/22/23 (one area added
to the SW).
Project Location:
The approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/036.096424299999995,-81.85498949554041,14z
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Counties: Avery County, North Carolina

05/22/2023 3
ENDANGERED SPECIES ACT SPECIES
There is a total of 9 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
MAMMALS
NAME STATUS
Gray Bat Myotis grisescens Endangered
No critical habitat has been designated for this species.
Species profile:https://ecos.fws.gov/ecp/species/6329
Northern Long-eared Bat Myotis septentrionalis Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/9045
Tricolored Bat Perimyotis sub flavus Proposed
No critical habitat has been designated for this species. Endangered
Species profile:https:Hecos.fws.gov/ecp/species/10515
Virginia Big-eared Bat Corynorhinus (=Plecotus) townsendii virginianus Endangered
There is final critical habitat for this species.Your location does not overlap the critical habitat.
Species profile:https:Hecos.fws.gov/ecp/species/8369
REPTILES
NAME STATUS
Bog Turtle Glyptemys muhlenbergh Similarity of
Population:U.S.A.(GA,NC, SC,TN,VA) Appearance
No critical habitat has been designated for this species. (Threatened)
Species profile:https:Hecos.fws.gov/ecp/species/6962

05/22/2023 4
INSECTS
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/9743
FLOWERING PLANTS
NAME STATUS
Heller's Blazingstar Liatris helleri Threatened
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/5962
Roan Mountain Bluet Hedyotis purpurea var. montana Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/1087
LICHENS
NAME STATUS
Rock Gnome Lichen Gymnoderma lineare Endangered
No critical habitat has been designated for this species.
Species profile:https:Hecos.fws.gov/ecp/species/3933
CRITICAL HABITATS
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S)MAY HAVE EFFECTS ON ALL
ABOVE LISTED SPECIES.

05/22/2023 1
USFWS NATIONAL WILDLIFE REFUGE LANDS
AND FISH HATCHERIES
Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a
'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA.

05/22/2023
MIGRATORY BIRDS
Certain birds are protected under the Migratory Bird Treaty Act!and the Bald and Golden Eagle
Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location.To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
BREEDING
NAME SEASON
Bald Eagle Haliaeetus leucocephalus Breeds Sep 1 to
This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention Aug 31
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
Black-billed Cuckoo Coccyzus erythropthalmus Breeds May 15
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Oct 10
and Alaska.
htWs:Hecos.fws.gov/ecp/species/9399

05/22/2023 2
BREEDING
NAME SEASON
Black-capped Chickadee Poecile atricapillus practicus Breeds Apr 10
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions to Jul 31
(BCRs)in the continental USA
Bobolink Dolichonyx oryzivorus Breeds May 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 31
and Alaska.
Canada Warbler Cardellina canadensis Breeds May 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 10
and Alaska.
Cerulean Warbler Dendroica cerulea Breeds Apr 27
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 20
and Alaska.
https:Hecos.fws.gov/ecp/species/2974
Chimney Swift Chaetura pelagica Breeds Mar 15
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 25
and Alaska.
Golden Eagle Aquila chrysaetos Breeds
This is not a Bird of Conservation Concern(BCC)in this area,but warrants attention elsewhere
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
hlWs://ecos.fws.gov/ecp/species/1680
Golden-winged Warbler Vermivora chrysoptera Breeds May 1
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 20
and Alaska.
htWs:Hecos.fws.gov/ecp/species/8745
Kentucky Warbler Oporornis formosus Breeds Apr 20
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 20
and Alaska.
Northern Saw-whet Owl Aegolius acadicus acadicus Breeds Mar 1 to
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions Jul 31
(BCRs)in the continental USA
Prairie Warbler Dendroica discolor Breeds May 1
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Jul 31
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Sep 10
and Alaska.
Rusty Blackbird Euphagus carolinus Breeds
This is a Bird of Conservation Concern(BCC)only in particular Bird Conservation Regions elsewhere
(BCRs)in the continental USA

05/22/2023 3
BREEDING
NAME SEASON
Wood Thrush Hylocichla mustelina Breeds May 10
This is a Bird of Conservation Concern(BCC)throughout its range in the continental USA to Aug 31
and Alaska.
PROBABILITY OF PRESENCE SUMMARY
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.)A taller bar indicates a higher probability of species presence. The survey effort(see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated?The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time-frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (1)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.

05/22/2023 4
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
■probability of presence breeding season I survey effort —no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Non-BCC
Bald Eagle Jill Jill 1111
Fw+ +++ ++++ ++++ +T 11 11 A� '�+' 11�1 IIII
Vulnerable
'mm =r Black-billed
Cuckoo +--+ +++- +-++ ++++ + ++++ ++++ ++++ +fij jj++ ++++ +-++
BCC Rangewide IN=== MMMM MME6
(CON)
Black-capped ��� yy��� ITIJ
Chickadee +--+ +++— +—++ ++++ +++ T+j� ++++ ++++ ++++
BCC-BCR
Bobolink
R Rangewide + + + + +++777 ++�� ++++
BCC
(CON)
Canada Wbler
BCC Rangewide +--+ +++— +—++ +++Jill""""' Ji 4*+ +
(CON)
Cerulean Warbler 'BCC Rangewide +��+ +++� +�++ +++ +++ ++++ ++++ ++++ ++++ ++++ ++++ +�++
(CON) El
Chimney Swift +--+ +++— +hil
+ + + ++++ ++++ +­++
BCC Rangewide , '1'� �111 "" '�11 Jill
(CON)Golden Eagle +--+ + +
++— +—++ ++++ ++++ ++++ +++* ++++ ++�� ++++ ++++ +—++
Non-BCC
Vulnerable
Golden-winged + ++ + ++ ++++ JJ+' + ++++ II'+ ++++ ++++ ++++ + +
Warbler --+ + + + +—++
BCC Rangewide
(CON)
Kentucky Warbler +'IT ++++ ++++ ++++ +BCC Rangewide +--4- +++— +—++ + L
(CON) rrrr rrr` 111111
NOwl orthern Saw-whet + . rt+ +++— Jill Jill Jill 1::: Ili+ ++++ T14+ ++++ ++++ +—'+
BCC-BCR

05/22/2023 5
Prairie Warbler I IT*+ ++++ *1+1+ ,
+--+ +++— +—++ + t * +++ ++++ +�++
BCC Rangewide +
(CON)
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Red-headed 1 + +++ I +++1 1 1�11 �11+ ,
Woodpecker +--+ +++— +—++ + + * t TT T T TT *** +++ ++++ +�++
BCC Rangewide
(CON)
Rusty Blackbird +--+ +++— '�++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ ++++ +­++
BCC-BCR
Wood Thrush ���� ���� ��r— yyyy
BCC Rangewide +__+ +++_ +—++ ++„ i NO i'i; ++++ TT*+ ++++
(CON)
Additional information can be found using the following links:
■ Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
■ Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library-/
collections/avoiding-and-minimizing-incidental-take-migratory-birds
■ Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pdf
MIGRATORY BIRDS FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCQ and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network(AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s)which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act

05/22/2023 6
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the Rapid Avian Information
Locator(RAIL) Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network(AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets.
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding,wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may query your location using the RAIL Tool and look
at the range maps provided for birds in your area at the bottom of the profiles provided for each
bird in your results. If a bird on your migratory bird species list has a breeding season associated
with it, if that bird does occur in your project area, there may be nests present at some point
within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not
breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC)that are of concern
throughout their range anywhere within the USA(including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non-BCC -Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or(for non-eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects

05/22/2023 7
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review.Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s)that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar).A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

05/22/2023
WETLANDS
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S.Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date.We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
RIVERINE
■ R3UBH
■ R4SBC
■ R5UBH
LAKE
■ L1UBHh
FRESHWATER POND
■ PUBHx
FRESHWATER FORESTED/SHRUB WETLAND
■ PF03/4A

05/22/2023 2
IPAC USER CONTACT INFORMATION
Agency: Wildlands Engineering
Name: Jeff Turner
Address: 1430 S. Mint St.
Address Line 2: Suite 104
City: Charlotte
State: NC
Zip: 28203
Email [e-mail]
Phone: [phone]
LEAD AGENCY CONTACT INFORMATION
Lead Agency: Army Corps of Engineers
Name: Jeff Turner

�ENt Ot nfuf►N u,W i
Qpe' � Fa mn-►
United States Department of the Interior
FISH AND WILDLIFE SERVICE
4j4Rc"' �w> Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville,NC 28801-1082
Phone: [phone] Fax: [phone]
In Reply Refer To: May 22, 2023
Project code: 2023-0058797
Project Name: Grandfather Golf and Country Club_v2
Federal Nexus: yes
Federal Action Agency (if applicable): Army Corps of Engineers
Subject: Technical assistance for 'Grandfather Golf and Country Club_v2'
Dear Jeff Turner:
This letter records your determination using the Information for Planning and Consultation
(IPaC) system provided to the U.S. Fish and Wildlife Service (Service) on May 22, 2023, for
'Grandfather Golf and Country Club_v2' (here forward, Project). This project has been assigned
Project Code 2023-0058797 and all future correspondence should clearly reference this number.
Please carefully review this letter.Your Endangered Species Act(Act) requirements are not
complete.
Ensuring Accurate Determinations When Using IPaC
The Service developed the IPaC system and associated species'determination keys in accordance
with the Endangered Species Act of 1973 (ESA; 87 Stat. 884, as amended; 16 U.S.C. 1531 et
seq.) and based on a standing analysis.All information submitted by the Project proponent into
the IPaC must accurately represent the full scope and details of the Project. Failure to accurately
represent or implement the Project as detailed in IPaC or the Northern Long-eared Bat
Rangewide Determination Key(Dkey), invalidates this letter.
Determination for the Northern Long-Eared Bat
Based upon your IPaC submission and a standing analysis, your project is not reasonably certain
to cause incidental take of the northern long-eared bat. Unless the Service advises you within 15
days of the date of this letter that your IPaC-assisted determination was incorrect, this letter
verifies that the Action is not likely to result in unauthorized take of the northern long-eared bat.

05/22/2023 IPaC Record Locator: 074-126715717 2
Other Species and Critical Habitat that May be Present in the Action Area
The IPaC-assisted determination for the northern long-eared bat does not apply to the following
ESA-protected species and/or critical habitat that also may occur in your Action area:
■ Bog Turtle Glyptemys muhlenbergii Similarity of Appearance (Threatened)
• Gray Bat Myotis grisescens Endangered
• Heller's Blazingstar Liatris helleri Threatened
■ Monarch Butterfly Danaus plexippus Candidate
■ Roan Mountain Bluet Hedyotis purpurea var. montana Endangered
■ Rock Gnome Lichen Gymnoderma lineare Endangered
■ Tricolored Bat Perimyotis sub flavus Proposed Endangered
■ Virginia Big-eared Bat Corynorhinus (=Plecotus) townsendii virginianus Endangered
You may coordinate with our Office to determine whether the Action may cause prohibited take
of the animal species listed above. Note that if a new species is listed that may be affected by the
identified action before it is complete, additional review is recommended to ensure compliance
with the Endangered Species Act.
Next Step
Consultation with the Service is necessary. The project has a federal nexus (e.g., Federal funds,
permit, etc.), but you are not the federal action agency or its designated (in writing) non-federal
representative. Therefore, the ESA consultation status is incomplete and no project activities
should occur until consultation between the Service and the Federal action agency(or designated
non-federal representative), is completed.
As the federal agency or designated non-federal representative deems appropriate, they should
submit their determination of effects to the Service by doing the following.
1. Log into IPaC using an agency email account and click on My Projects, click "Search by
record locator" to find this Project using 074-126715717. (Alternatively, the originator of
the project in IPaC can add the agency representative to the project by using the Add
Member button on the project home page.)
2. Review the answers to the Northern Long-eared Bat Range-wide Determination Key to
ensure that they are accurate.
3. Click on Review/Finalize to convert the `not likely to adversely affect' consistency letter to
a concurrence letter. Download the concurrence letter for your files if needed.
If no changes occur with the Project or there are no updates on listed species, no further
consultation/coordination for this project is required for the northern long-eared bat. However,
the Service recommends that project proponents re-evaluate the Project in IPaC if: 1) the scope,
timing, duration, or location of the Project changes (includes any project changes or
amendments); 2) new information reveals the Project may impact(positively or negatively)
federally listed species or designated critical habitat; or 3) a new species is listed, or critical

05/22/2023 IPaC Record Locator: 074-126715717 3
habitat designated. If any of the above conditions occurs, additional coordination with the
Service should take place before project implements any changes which are final or commits
additional resources.
If you have any questions regarding this letter or need further assistance, please contact the
Asheville Ecological Services Field Office and reference Project Code 2023-0058797 associated
with this Project.

05/22/2023 IPaC Record Locator: 074-126715717 4
Action Description
You provided to IPaC the following name and description for the subject Action.
1. Name
Grandfather Golf and Country Club_v2
2. Description
The following description was provided for the project 'Grandfather Golf and Country Club_v2':
Stream restoration and stabilization project along segments of the streams within
the property of Grandfather Golf and Country Club. (version 2 with a reduced
project area.). Project area revised 5/22/23 (one area added to the SW).
The approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/036.096424299999995,-81.85498949554041,14z
r,J
t
rry � xe vy1"u".a�uI�

05/22/2023 IPaC Record Locator: 074-126715717 5
DETERMINATION KEY RESULT
Based on the answers provided, the proposed Action is consistent with a determination of "may
affect, but not likely to adversely affect" for the Endangered northern long-eared bat (Myotis
septentrionalis).
QUALIFICATION INTERVIEW
1. Does the proposed project include, or is it reasonably certain to cause, intentional take of
the northern long-eared bat or any other listed species?
Note: Intentional take is defined as take that is the intended result of a project.Intentional take could refer to
research,direct species management,surveys,and/or studies that include intentional handling/encountering,
harassment,collection,or capturing of any individual of a federally listed threatened,endangered or proposed
species?
No
2. Do you have post-white nose syndrome occurrence data that indicates that northern long-
eared bats (NLEB) are likely to be present in the action area?
Bat occurrence data may include identification of NLEBs in hibernacula, capture of
NLEBs, tracking of NLEBs to roost trees, or confirmed acoustic detections. With this
question, we are looking for data that, for some reason, may have not yet been made
available to U.S. Fish and Wildlife Service.
No
3. Does any component of the action involve construction or operation of wind turbines?
Note: For federal actions,answer`yes'if the construction or operation of wind power facilities is either(1)part
of the federal action or(2)would not occur but for a federal agency action(federal permit,funding, etc.).
No
4. Is the proposed action authorized, permitted, licensed, funded, or being carried out by a
Federal agency in whole or in part?
Yes
5. Is the Federal Highway Administration (FHWA), Federal Railroad Administration (FRA),
or Federal Transit Administration (FTA) funding or authorizing the proposed action, in
whole or in part?
No

05/22/2023 IPaC Record Locator: 074-126715717 6
6. Are you an employee of the federal action agency or have you been officially designated in
writing by the agency as its designated non-federal representative for the purposes of
Endangered Species Act Section 7 informal consultation per 50 CFR § 402.08?
Note:This key may be used for federal actions and for non-federal actions to facilitate section 7 consultation and
to help determine whether an incidental take permit may be needed,respectively.This question is for information
purposes only.
No
7. Is the lead federal action agency the Environmental Protection Agency (EPA) or Federal
Communications Commission (FCC)? Is the Environmental Protection Agency(EPA) or
Federal Communications Commission (FCC) funding or authorizing the proposed action,
in whole or in part?
No
8. Is the lead federal action agency the Federal Energy Regulatory Commission (FERC)?
No
9. Have you determined that your proposed action will have no effect on the northern long-
eared bat? Remember to consider the effects of any activities that would not occur but for
the proposed action.
If you think that the northern long-eared bat may be affected by your project or if you
would like assistance in deciding, answer "No" below and continue through the key. If you
have determined that the northern long-eared bat does not occur in your project's action
area and/or that your project will have no effects whatsoever on the species despite the
potential for it to occur in the action area, you may make a "no effect" determination for
the northern long-eared bat.
Note: Federal agencies(or their designated non-federal representatives)must consult with USFWS on federal
agency actions that may affect listed species[50 CFR 402.14(a)].Consultation is not required for actions that will
not affect listed species or critical habitat.Therefore,this determination key will not provide a consistency or
verification letter for actions that will not affect listed species.If you believe that the northern long-eared bat may
be affected by your project or if you would like assistance in deciding,please answer"No"and continue through
the key.Remember that this key addresses only effects to the northern long-eared bat.Consultation with USFWS
would be required if your action may affect another listed species or critical habitat.The definition of Effects of
the Action can be found here:https://www.fws.gov/media/northern-long-eared-bat-assisted-determination-key_
selected-definitions
No
10. Does the action area contain any caves (or associated sinkholes, fissures, or other karst
features), mines, rocky outcroppings, or tunnels that could provide habitat for hibernating
northern long-eared bats?
No

05/22/2023 IPaC Record Locator: 074-126715717 7
11. Does the action area contain or occur within 0.5 miles of(1) talus or(2) anthropogenic or
naturally formed rock crevices in rocky outcrops, rock faces or cliffs?
No
12. Is suitable summer habitat for the northern long-eared bat present within 1000 feet of
project activities?
(If unsure, answer "Yes.")
Note: If there are trees within the action area that are of a sufficient size to be potential roosts for bats(i.e.,live
trees and/or snags 0 inches(12.7 centimeter)dbh),answer"Yes".If unsure,additional information defining
suitable summer habitat for the northern long-eared bat can be found at:https://www.fws.gov/media/northern-
long-eared-bat-assisted-determination-key-selected-definitions
Yes
13. Will the action cause effects to a bridge?
No
14. Will the action result in effects to a culvert or tunnel?
Yes
15. Do the interior dimensions of the culvert or tunnel equal or exceed 4.0 feet (1.3 meters) in
height and 130 feet(40 meters) in length?Answer "No" if the affected culvert(s) or tunnel
is smaller in either of these two dimensions.
No
16. Does the action include the intentional exclusion of northern long-eared bats from a
building or structure?
Note:Exclusion is conducted to deny bats'entry or reentry into a building.To be effective and to avoid harming
bats,it should be done according to established standards.If your action includes bat exclusion and you are
unsure whether northern long-eared bats are present,answer"Yes."Answer"No"if there are no signs of bat use
in the building/structure.If unsure,contact your local U.S.Fish and Wildlife Services Ecological Services Field
Office to help assess whether northern long-eared bats may be present.Contact a Nuisance Wildlife Control
Operator(NWCO)for help in how to exclude bats from a structure safely without causing harm to the bats(to
find a NWCO certified in bat standards,search the Internet using the search term"National Wildlife Control
Operators Association bats").Also see the White-Nose Syndrome Response Team's guide for bat control in
structures
No
17. Does the action involve removal, modification, or maintenance of a human-made structure
(barn, house, or other building) known or suspected to contain roosting bats?
No

05/22/2023 IPaC Record Locator: 074-126715717 8
18. Will the action cause construction of one or more new roads open to the public?
For federal actions, answer `yes'when the construction or operation of these facilities is
either (1) part of the federal action or (2) would not occur but for an action taken by a
federal agency (federal permit, funding, etc.).
No
19. Will the action include or cause any construction or other activity that is reasonably certain
to increase average daily traffic on one or more existing roads?
Note:For federal actions,answer`yes'when the construction or operation of these facilities is either(1)part of
the federal action or(2)would not occur but for an action taken by a federal agency(federal permit,funding,
etc.). .
No
20. Will the action include or cause any construction or other activity that is reasonably certain
to increase the number of travel lanes on an existing thoroughfare?
For federal actions, answer `yes'when the construction or operation of these facilities is
either (1) part of the federal action or (2) would not occur but for an action taken by a
federal agency (federal permit, funding, etc.).
No
21. Will the proposed action involve the creation of a new water-borne contaminant source
(e.g., leachate pond pits containing chemicals that are not NSF/ANSI 60 compliant)?
No
22. Will the proposed action involve the creation of a new point source discharge from a
facility other than a water treatment plant or storm water system?
No
23. Will the action include drilling or blasting?
No
24. Will the action involve military training (e.g., smoke operations, obscurant operations,
exploding munitions, artillery fire, range use, helicopter or fixed wing aircraft use)?
No
25. Will the proposed action involve the use of herbicides or pesticides other than herbicides
(e.g., fungicides, insecticides, or rodenticides)?
No
26. Will the action include or cause activities that are reasonably certain to cause chronic
nighttime noise in suitable summer habitat for the northern long-eared bat? Chronic noise
is noise that is continuous or occurs repeatedly again and again for a long time.
Note:Additional information defining suitable summer habitat for the northern long-eared bat can be found at:
https://www.fws.gov/media/northem-long-eared-bat-assisted-determination-key-selected-definitions
No

05/22/2023 IPaC Record Locator: 074-126715717 9
27. Does the action include, or is it reasonably certain to cause, the use of artificial lighting
within 1000 feet of suitable northern long-eared bat roosting habitat?
Note:Additional information defining suitable roosting habitat for the northern long-eared bat can be found at:
https://www.fws.gov/media/northem-long-eared-bat-assisted-determination-key-selected-definitions
No
28. Will the action include tree cutting or other means of knocking down or bringing down
trees, tree topping, or tree trimming?
Yes
29. Has a presence/probable absence summer bat survey targeting the northern long-eared bat
following the Service's Range-wide Indiana Bat and Northern Long-Eared Bat Survey
Guidelines been conducted within the project area? If unsure, answer "No."
No
30. Does the action include emergency cutting or trimming of hazard trees in order to remove
an imminent threat to human safety or property? See hazard tree note at the bottom of the
key for text that will be added to response letters
Note:A"hazard tree"is a tree that is an immediate threat to lives,public health and safety,or improved property
and has a diameter breast height of six inches or greater.
No
31. Are any of the trees proposed for cutting or other means of knocking down, bringing
down, topping, or trimming suitable for northern long-eared bat roosting (i.e., live trees
and/or snags >_3 inches dbh that have exfoliating bark, cracks, crevices, and/or cavities)?
Yes
32. [Semantic] Does your project intersect a known sensitive area for the northern long-eared
bat?
Note:The map queried for this question contains proprietary information and cannot be displayed.If you need
additional information,please contact your state agency or USFWS field office
Automatically answered
No
33. Will all tree cutting/trimming or other knocking or bringing down of trees be restricted to
the inactive season for the northern long-eared bat?
Note:Inactive Season dates for summer habitat outside of staging and swarming areas can be found here:https:
www.fws.gov/media/inactive-season-dates-swarming-and-staging-areas.
Yes
34. Will the action cause trees to be cut, knocked down, or otherwise brought down across an
area greater than 10 acres?
No

05/22/2023 IPaC Record Locator: 074-126715717 10
35. Will the action cause trees to be cut, knocked down, or otherwise brought down in a way
that would fragment a forested connection (e.g., tree line) between two or more forest
patches of at least 5 acres?
The forest patches may consist of entirely contiguous forest or multiple forested areas that
are separated by less than 1000' of non-forested area.A project will fragment a forested
connection if it creates an unforested gap of greater than 1000'.
No
36. Will the action result in the use of prescribed fire?
No
37. Will the action cause noises that are louder than ambient baseline noises within the action
area?
No

05/22/2023 IPaC Record Locator: 074-126715717 11
PROJECT QUESTIONNAIRE
Enter the extent of the action area (in acres) from which trees will be removed- round up
to the nearest tenth of an acre. For this question, include the entire area where tree removal
will take place, even if some live or dead trees will be left standing.
0.4
In what extent of the area (in acres) will trees be cut, knocked down, or trimmed during the
inactive (hibernation) season for northern long-eared bat? Note: Inactive Season dates for spring
staging/fall swarming areas can be found here:https://www.fws.gov/media/inactive-season-dates-swarming-and-
staging-areas
0.4
In what extent of the area (in acres)will trees be cut, knocked down, or trimmed during the
active (non-hibernation) season for northern long-eared bat? Note: Inactive Season dates for
spring staging/fall swarming areas can be found here:https://www.fws.gov/media/inactive-season-dates-
swarming-and-staging-areas
0
Will all potential northern long-eared bat (NLEB) roost trees (trees >_3 inches diameter at
breast height, dbh)be cut, knocked, or brought down from any portion of the action area
greater than or equal to 0.1 acre? If all NLEB roost trees will be removed from multiple
areas, select `Yes'if the cumulative extent of those areas meets or exceeds 0.1 acre.
Yes
Enter the extent of the action area (in acres) from which all potential NLEB roost trees will
be removed. If all NLEB roost trees will be removed from multiple areas, entire the total
extent of those areas. Round up to the nearest tenth of an acre.
0.4
For the area from which all potential northern long-eared bat (NLEB) roost trees will be
removed, on how many acres (round to the nearest tenth of an acre)will trees be allowed
to regrow? Enter `0'if the entire area from which all potential NLEB roost trees are
removed will be developed or otherwise converted to non-forest for the foreseeable future.
0.4
Will any snags (standing dead trees) >_3 inches dbh be left standing in the area(s) in which
all northern long-eared bat roost trees will be cut, knocked down, or otherwise brought
down?
Yes
Will all project activities by completed by April 1, 2024?
Yes

05/22/2023 IPaC Record Locator: 074-126715717 12
IPAC USER CONTACT INFORMATION
Agency: Wildlands Engineering
Name: Jeff Turner
Address: 1430 S. Mint St.
Address Line 2: Suite 104
City: Charlotte
State: NC
Zip: 28203
Email [e-mail]
Phone: [phone]
LEAD AGENCY CONTACT INFORMATION
Lead Agency: Army Corps of Engineers
Name: Jeff Turner

Grandfather Golf & Country Club Stream Enhancement
Preliminary Jurisdictional Determination Documentation:
NCDWR Stream Identification Forms
USACE Wetland Data Sheets
USACE Antecedent Precipitation Tool Data

SCY
NC DWQ Stream Identification Form Version 4.11
Date: I Z. I .-I Z I Project/Site: G G CC Latitude: 36 I Q 54--
Evaluator: �r..Ckti��0� County: !'". Longitude: _81,$45156
Total Points: I Stream Determination(c' a Other
H2,5 �,
Stream is at least intermittent Ephemeral Intermitter Perennia e.g. Quad Name:
if a 19 or perennial if 2 30"
A. Geomorphology (Subtotal Absent Weak Moderate Strong
1a.Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 1 3
3. In-channel structure:ex.riffle-pool,step-pool, 0 1 2 3
ripple-pool sequence
4. Particle size of stream substrate 0 1 2 3
5.Active/relict floodplain 0 1 r 2 3
6.Depositional bars or benches 0 1 Lo3
7.Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9.Grade control 0 0.5 1 5
10. Natural valley 0 0.5 1 1.5
11.Second or greater order channel No=0 Yes=3
a artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal=
12.Presence of Baseflow 0 1 2 V
13. Iron oxidizing bacteria 1 2 3
14. Leaf litter 1. 1 0.5 0
15.Sediment on plants or debris 0 0.5 1 1.5
16.Organic debris lines or piles 0 0.5 1.5
17.Soil-based evidence of high water table? No=0 Yes=3
C. Biology Subtotal=
18. Fibrous roots in streambed 2 1 0
19.Rooted upland plants in streambed 2 1 0
20.Macrobenthos(note diversity and abundance) 1 CD 3
21.Aquatic Mollusks 0 1 2 3
22. Fish 0.5 1 T5
23.Crayfish 0 OA 1 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL=1.5 COther=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes: - .,4- 1 ` A u r4f-N a%g rftk,tSe , O +
.S '��1 T F� t> t *A(,
Sketch:

'9cP2
NC DWQ Stream Identification Form Version 4.11
Date: j Z_j y_2► Project/Site: G G C C Latitude: 3 6. 10 Q Q g 1
Evaluator: "r 5Ckcr�4- County: Awy Longitude:
Total Points: Stream Determination(ci a Other L{L G��•ss C,►
Stream is at least intermittent 4�.5 Ephemeral Intermitten Perennia e.g.Quad Name:
if a 19 or perennial if?!30'
A. Geomorphology (Subtotal= 01 ) Absent Weak Moderate Strong
1a.Continuity of channel bed and bank 0 cj
2.Sinuosity of channel along thalweg 0 1 3
3.In-channel structure: ex.riffle-pool,step-pool, 0 1 2
ripple-pool sequence
4. Particle size of stream substrate 0 1 2
5.Active/relict floodplain 0 1 3
6.Depositional bars or benches 0 1 3
7. Recent alluvial deposits 0 1 2 3 _
8. Headcuts 1 2 3
9.Grade control 0 0.5 1 .5
10. Natural valley 0 0.5 1 .5
11.Second or greater order channel No=0 Yes=3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal=
12.Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 0.5 0
15.Sediment on plants or debris 0 0.5 1 1 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17.Soil-based evidence of high water table? No=0 Yes=
C. Biology Subtotal = 10.5
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed C3D 2 1 0
20.Macrobenthos(note diversity and abundance) 0 1 3
21.Aquatic Mollusks 0 1 3
22. Fish 0 0.5 1 1.5
23.Crayfish CD0.5 1 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae C 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Lother= ilr A
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

SCP 3
NC DWQ Stream Identification Form Version 4.11
Date: la- 1 y_1, Project/Site: G G cc Latitude: 36. 106546
Evaluator: T C C,karJ County: Avv Longitude: -81,84gq,9 3
Total Points: Stream Determination(c" a one Other (3iqq G 1."Sy Cr <.
Stream is at least intermittent 3 G Ephemeral Intermittent Perennia e.g.Quad!Name: I
if?!19 or perennial if z 30'
A. Geomorphology (Subtotal = tJ ) Absent Weak Moderate Strong
,a,Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 1
3. In-channel structure:ex. riffle-pool, step-pool, 0 1 2 3
-ripple-pool sequence
4. Particle size of stream substrate 0 1 2 C 3
5.Active/relict floodplain 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade control 0 0.5 1 1.5
10.Natural valley 0 0.5 1 1.5
11.Second or greater order channel No=0 Yes=3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = S.
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14.Leaf litter 1. 1 0.5 0
15.Sediment on plants or debris 1 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17.Soil-based evidence of high water table? No=0 Yes=3
C. Biology Subtotal 10,5 +1 oLJS1•J spy .9 Jwt fu 1-4 C.14 164w I air Sv aS f7�4 G
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20.Macrobenthos(note diversity and abundance) 0 1 2 3
21.Aquatic Mollusks 0 01 2 3
22. Fish 0 0.5 1 1.5
23.Crayfish 0.5 1 1.5
F24.Amphibians 0 0. 1 1.5
25.Algae 0 0.5 I 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0 pnc
.perennial streams may also be identified using other methods.See p.35 of manual.
Notes: t,I VO4 OIL
Sketch:

SC,P 11
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: GG CC Latitude: 36. 10518y
Evaluator: .j,Eckardf /J. T�rncr County: Avu. Longitude: ..81,8�565y
Total Points: Stream Determination(c� ' Other U Ana mc� Trl�.+4�
Stream is at least intermittent 3 Ll,5 Ephemeral Intermittent Perennial e.g.Quad Name:
if z 19 or perennial if 2!30' IJi G r..w Ct c C
A. Geomorphology (Subtotal= (4- ) Absent Weak Moderate Strong
1a Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 1) 2 3
3. In-channel structure ex riffle-pool,step-pool, 0 1 2
ripple-pool sequence J
4. Particle size of stream substrate 1 2 3
5.Active/relict floodplain 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2
9.Grade control 0 0.5 1
10. Natural valley 0 0.5 1 1.5
11.Second or greater order channel No=0 Yes=3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal = 505
12. Presence of Baseflow 0 1 2
13. Iron oxidizing bacteria 1 2 3
14. Leaf litter 1 0.5 0
15.Sediment on plants or debris E 01.5E 1 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17.Soil-based evidence of high water table? ( No=0 Yes=3
C. BiologySubtotal = IdL +� " .ors sods
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3) 2 1 0
20.Macrobenthos(note diversity and abundance) 0 1 2 3
21.Aquatic Mollusks 0 1 2 3
22. Fish M 0.5 1 1.5
23.Crayfish 0.5 1 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

SOPS
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: G G C C Latitude: 3 W p 983(
Evaluator: �� ECJ"rj•- County: A Longitude:
Total Points: Stream Determination(c!Perennial
Other �fY
Stream is at least intermittent 3�.S Ephemeral Intermitten e.g. Quad Name:
if a 19 or perennial if z 30'
A. Geomorphology Subtotal = 3.S ) Absent Weak Moderate Strong
,a,Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 1 2
3. In-channel structure: ex.riffle-pool,step-pool, 0 1 3
ripple-pool sequence
4. Particle size of stream substrate 0 1 2 3
5.Active/relict floodplain 0 2 3
6. Depositional bars or benches 0 2 3
7. Recent alluvial deposits 1 2 3
8. Headcuts GO1 2 3
9.Grade control 0 0.5 1 1 1.5
10.Natural valley 0 0.5 1 1.5
11.Second or greater order channel No=0 Yes=3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14.Leaf litter 1.5 1 0.5 0
15.Sediment on plants or debris Q.5 1 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17.Soil-based evidence of high water table? No=0 Yes =
C. Biology Subtotal = q,S
18. Fibrous roots in streambed 2 1 0
19. Rooted upland plants in streambed 2 1 0
20.Macrobenthos(note diversity and abundance) 0 1 M 3
21.Aquatic Mollusks 0 1 2 3
22.Fish 0 0.5 1 1.5
23.Crayfish 0 0.5 1 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0
.perennial streams may also be identified using other methods.See p.35 of manual. ��11
Notes: I]r'ti�.,. ,s C.t.••.r.n�-"Z o 4 ge, 11,tTor- +-r�L(/ii Olvn
CICv �C In`tip �� �.,.v(14 VC� ry 1w�awnwnJtr w
Sketch:

SC,P6
NC DWQ Stream Identification Form Version 4.11
Date: 3/a 3/a 3 Project/Site: G G C`C Latitude: 3(, 103106
Evaluator: �� ejcn.rJ - County: Aura Longitude: _81.55;0U4
Total Points: Q Stream DetepmMation icircle one) Other Accesf ra.M dr&, WTI)
Stream is at least intermittent a I Ephemeral Intermittent Perennial e.g. Quad Name: � }
if 2 19 or perennial if 2 30' 1-1 •.nc.
A. Geomorphology (Subtotal = 10.5 ) Absent Weak Moderate Strong
1a Continuity of channel bed and bank 0 1 3
2.Sinuosity of channel along thalweg 0 1 3
3. In-channel structure: ex riffle-pool,step-pool, 0 1 © 3
ripple-pool sequence
4. Particle size of stream substrate 0 1 2 3
5.Active/relict floodplain M 1 2 3
6. Depositional bars or benches 0 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts E0 EE 1 2 3
9.Grade control 0 0 1 1.5
10. Natural valley 0 0.5 1 1.5
11.Second or greater order channel No=0 Yes= 3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal e.5
12.Presence of Baseflow 0 1 2
13. Iron oxidizing bacteria 1 2 3
14.Leaf litter 1 0.5 0
15.Sediment on plants or debris 0 0.5 1 1.5
16.Organic debris lines or piles 0 0.5 1 1.5
17.Soil-based evidence of high water table? No=0 Yes=3
C. Biology Subtotal =
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed s o+, of fuck 3 1 0
20.Macrobenthos(note diversity and abundance) 0 1 3
21.Aquatic Mollusks 0 1 2 3
22. Fish 0.5 1 1.5
23.Crayfish 0.5 1 1.5
24.Amphibians 0 0.5 1.5
25.Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0 ,�„A.
.perennial streams may also be identified using other methods.See p.35 of manual.
Notes: is a a el abo't 4. co tt'f-
eu /^�'�1 ra - I CxS}
`.c v S`I rcN v� 4n T
Sketch: // ('r o
Sti10.Mttelatr! ( .3

SP
NC DWQ Stream Identification Form Version 4.11
Date: I a_1 y-a l Project/Site: G G CC Latitude: 3 6.OI R S 14
Evaluator: T. Ec,\,,c r J4- County: /4v#-ry Longitude: - gt.gygaga
Total Points: 3 6 Stream Determination(cir le one
if 2:19 or perennial if t 30' Other I.4-ol�
Stream is at least intermittent ,S Ephemeral Intermittent erennia e.g. Quad Name:
A. Geomorphology (Subtotal = g ) Absent Weak Moderate Strong
1a Continuity of channel bed and bank 0 1 2
2. Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure ex riffle-pool,step-pool, 0 1 2
ripple-pool sequence
4. Particle size of stream substrate 0 1 2
5.Active/relict floodplain 0 C9 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits C-0-2 1 1 2 3
8. Headcuts 1 2 3
9.Grade control 0 0.5 1
10.Natural valley 0 0.5 1 1.5
11.Second or greater order channel No=0 Yes=3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal =
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14.Leaf litter 5 1 0.5 0
15.Sediment on plants or debris 0.5 1 1.5
16.Organic debris lines or piles 0 0.5 1.5
17.Soil-based evidence of high water table? No=0 Yes=3
C. Biology Subtotal = .5
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20.Macrobenthos(note diversity and abundance) 0 1 2 3
21.Aquatic Mollusks 0 1 2 3
22.Fish 0.5 1 1.5
23.Crayfish 0 0.5 1 1.5
24.Amphibians 0 0.5 1 1.5
25.Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes: t,..N-J n rc_%P_ avc a.,, La1-%, %a I�P c a.rjc po.1 o", pajel -Ni.- re-,"'by-1
..cea.,-n� S a Aar 06-r&ryLY 3s �c�l:u 3 cw� �s Fl:cf
Sketch: Q. -;��1+ k"'^J aJ anI I swl r�.v�µAJel,

U.S. Army Corps of Engineers OMB Control#:0710-0024,Exp:1113012024
WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-12-9; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: Grandfather Golf&Country Club Stream Enhancement City/County: Avery Sampling Date: 12/14/21
Applicant/Owner: Grandfather Golf&Country Club State: NC Sampling Point: DP1
Investigator(s): I. Eckardt(Wildlands Engineering) Section,Township,Range:
Landform(hillside,terrace,etc.): floodplain Local relief(concave,convex,none): none Slope(%): 0-2
Subregion(LRR or MLRA): LRR N, MLRA 130B Lat: 36.110006 Long:-81.845522 Datum: NAD 83
Soil Map Unit Name: Dellwood cobbly sand loam(DeB) NWI classification: N/A
Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.)
Are Vegetation X Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes No X
Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
Data point taken in a representative upland located in the fairway of the Grandfather Golf&Country Club.Golf course construction removed native
vegetation and replaced it with maintenained grasses.T he USACE Antecedent Precipitation Tool indicates the site has experienced normal
precipitation conditions in the three month period leading up to the sampling date(12/14/21).
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that apply) —Surface Soil Cracks(136)
—Surface Water(Al) _True Aquatic Plants(1314) —Sparsely Vegetated Concave Surface(138)
_High Water Table(A2) —Hydrogen Sulfide Odor(C1) —Drainage Patterns(1310)
_Saturation(A3) _Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(1316)
—Water Marks(61) —Presence of Reduced Iron(C4) _Dry-Season Water Table(C2)
_Sediment Deposits(132) _Recent Iron Reduction in Tilled Soils(C6) _Crayfish Burrows(C8)
_Drift Deposits(133) _Thin Muck Surface(C7) _Saturation Visible on Aerial Imagery(C9)
—Algal Mat or Crust(134) —Other(Explain in Remarks) —Stunted or Stressed Plants(D1)
_Iron Deposits(135) _Geomorphic Position(D2)
_Inundation Visible on Aerial Imagery(137) —Shallow Aquitard(D3)
—Water-Stained Leaves(139) _Microtopographic Relief(D4)
Aquatic Fauna(1313) FAC-Neutral Test(D5)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No X Depth(inches):
Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X
includes capillary fringe)
Describe Recorded Data(stream gauge, monitoring well,aerial photos,previous inspections), if available:
Remarks:
No hydrology indicators present.
ENG FORM 6116-4,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. sampling Point: DP1
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet:
1 Number of Dominant Species
2. That Are OBL, FACW,or FAC: 0 (A)
3. Total Number of Dominant
4. Species Across All Strata: 1 (B)
5. Percent of Dominant Species
6. That Are OBL, FACW,or FAC: 0.0% (A/B)
7. Prevalence Index worksheet:
=Total Cover Total%Cover of: Multiply by:
50%of total cover: 20%of total cover: OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15 ) FACW species 0 x 2= 0
1. FAC species 0 x 3= 0
2. FACU species 100 x 4= 400
3. UPL species 0 x 5= 0
4. Column Totals: 100 (A) 400 (B)
5. Prevalence Index =B/A= 4.00
6. Hydrophytic Vegetation Indicators:
7. _1 -Rapid Test for Hydrophytic Vegetation
8. 2-Dominance Test is>50%
9. 3-Prevalence Index is 53.0'
=Total Cover 4-Morphological Adaptations'(Provide supporting
50%of total cover: 20%of total cover: data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 ) -Problematic Hydrophytic Vegetation' (Explain)
1. Schedonorus arundinaceus 100 Yes FACU 'Indicators of hydric soil and wetland hydrology must
2. be present,unless disturbed or problematic.
3. Definitions of Four Vegetation Strata:
4. Tree-Woody plants,excluding vines,3 in.(7.6 cm)or
5. more in diameter at breast height(DBH), regardless of
6 height.
7. Sapling/Shrub-Woody plants,excluding vines, less
8. than 3 in. DBH and greater than or equal to 3.28 ft
9 (1 m)tall.
10. Herb-All herbaceous(non-woody)plants, regardless
11. of size,and woody plants less than 3.28 ft tall.
100 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 50 20%of total cover: 20 height.
Woody Vine Stratum (Plot size: 30 )
1.
2.
3.
4.
5 Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
Native vegetation has been removed and replaced with golf course grass.
ENG FORM 6116-4,JUL 2018 Eastern Mountains and Piedmont-Version 2.0

SOIL Sampling Point: DP1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type Loc Texture Remarks
0-3 10YR 4/3 100 Loamy/Clayey
3-14 10YR 4/4 100 Loamy/Clayey
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
_Histosol(Al) _Polyvalue Below Surface(S8)(MLRA 147,148) _2 cm Muck(A10)(MLRA 147)
Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16)
—Black Histic(A3) —Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147,148)
_Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) —Piedmont Floodplain Soils(F19)
_Stratified Layers(A5) _Depleted Matrix(F3) (MLRA 136,147)
_2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) —Red Parent Material(F21)
_Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147,148)
—Thick Dark Surface(Al2) _Redox Depressions(F8) —Very Shallow Dark Surface(F22)
—Sandy Mucky Mineral(S1) _Iron-Manganese Masses(F12)(LRR N, —Other(Explain in Remarks)
_Sandy Gleyed Matrix(S4) MLRA 136)
—Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3Indicators of hydrophytic vegetation and
—Stripped Matrix(S6) —Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present,
Dark Surface(S7) Red Parent Material(F21)(MLRA 127,147, 148) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No X
Remarks:
No hydric soil indicators present.
ENG FORM 6116-4,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

Antecedent Precipitation vs Normal Range based on NOAA's Daily Global Historical Climatology Network
Daily Total
30-Day Rolling Total
0 30 Year Normal Range
10
2021-10-15
8 I I ✓�
a
6
2021-11-14
4 v
2
/ 2021- -14
i
0 AL rA r rL 11 rn 11 n n j �j I I n n L3 11
May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr
2021 2021 2021 2021 2021 2021 2021 2021 2022 2022 2022 2022
Coordinates 36.110006, -81.845522 30 Days Ending 301" %ile (in) 701" %ile (in) Observed (in) Wetness Condition Condition Value Month Weight Product
Observation Date 2021-12-14 2021-12-14 3.787008 6.174803 0.728346 Dry 1 3 3
Elevation (ft) 3934.888 2021-11-14 1.905906 4.938977 4.484252 Normal 2 2 4
Drought Index (PDSI) Mild drought 2021-10-15 3.105512 7.58504 8.68504 Wet 3 1 3
WebWIMP HZO Balance Wet Season Result Normal Conditions - 10
Weather Station Name Coordinates Elevation (ft) Distance (mi) Elevation A Weighted A Days Normal Days Antecedent
Figure and tables made by the GRANDFATHER MTN 36.0964, -81.8311 5279.856 1.238 1344.968 2.222 10794 90
Antecedent Precipitation Tool LINVILLE 2.5 ENE 36.0895, -81.8356 4678.15 0.539 601.706 0.567 264 0
a� y Version 1.0 GRANDFATHER MTN MUSEUM 36.0894, -81.8356 4678.15 0.545 601.706 0.573 34 0
• LINVILLE 2.4 ENE 36.085, -81.8461 4319.882 1.15 959.974 1.621 70 0
�f BEECH MTN 36.1875, -81.8742 5060.04 6.738 219.816 4.513 158 0
1 BANNER ELK 36.1617, -81.8742 3729.987 5.113 1549.869 10.225 26 0
Written by Jason Deter.. BLOWING ROCK 1NW 36.1472, -81.7025 3850.066 7.99 1429.79 15.02 3 0
U.S. Army Corps of Engineers
BOONE 1 SE 36.2139, -81.6456 3100.066 13.153 2179.79 34.59 4 0