20181361 Ver 1_401 Application_20181009

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 10/5/2018 4:18:32 PM (Message Start Event)
Accept by Montalvo, Sheri A 10/9/2018 9:32:54 AM (NON -DOT Project)
The task was assigned to Montalvo, Sheri A. The due date is: October 10, 2018 5:00 PM
10/5/2018 4:19 PM

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20181361
Version* 1
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Kevin Mitchell:eads\rkmitchell
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: F New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Kaylie Yankura
Who is subrritting the information?
Email Address: [e-mail]
Project Information
Project Name: Glen Cove
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yesr No r Unknown
County (ies)
Jackson
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
982 - PCN Final Application All 10-5-18.pdf 46.36MB
Only pdf or Igrz files are accepted.
Describe the attachments:
The attached Pre -Construction Notification (PCN) is being submitted on behalf of TRI Real Estate NC LLC
represented by Richard M. Delany. The project site is comprised of three property parcels (#7552-63-6965,
#7552-31-4764, #7552-21-7005). The property is located at 2502 Norton Road, Cashiers, in Jackson County,
North Carolina (35.116366, -83.166836). The applicant is seeking a Nationwide Permit 29 for the
authorization of permanent and temporary wetland and stream impacts associated with the construction of a
new residential subdivision and twelve -hole par -3 golf course.
V By checking the box and signing box below, I certify that:
I hwc nivcn frac nr irnfc -1 nmmnlcfc infn-finn nn fhic fnrm-

• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act)
• 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
o I intend to electronically sign and submit the online form."
Signature:
r.01W 4
Submittal Date:

CLearWater
ClearWater Environmental Consultants, Inc.
WWw.cwenv.com
October 5, 2018
Mr. David Brown
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-2638
Ms. Karen Higgins
NC DWR, 401 Permitting & Buffer Unit
512 N. Salisbury Street, 9a` Floor
Raleigh, North Carolina 27604
RE: Glen Cove (+/-164 Acres)
Nationwide Permit 29 Application
Jackson County, North Carolina
Dear Mr. Brown and Ms. Higgins,
The attached Pre -Construction Notification (PCN) is being submitted on behalf of TRI Real
Estate NC LLC represented by Richard M. Delany. The project site is comprised of three
property parcels (#7552-63-6965, #7552-31-4764, #7552-21-7005). The property is located at
2502 Norton Road, Cashiers, in Jackson County, North Carolina (35.116366, -83.166836). The
applicant is seeking a Nationwide Permit 29 for the authorization of permanent and temporary
wetland and stream impacts associated with the construction of a new residential subdivision and
twelve -hole par -3 golf course.
Additionally, copies of this package have been sent to Ms. Andrea Leslie of the NC Wildlife
Resources Commission and Mr. Byron Hamstead of the US Fish and Wildlife Service.
Please do not hesitate to contact me at 828-698-9800 if you have any questions or comments
Sincerely,
R. Clement Riddle, P.W.S
Principal
NC Wildlife Resources Commission — Andrea Leslie
US Fish and Wildlife Resources Commission — Byron Hamstead
32 Clayton street
Asheville, NC 28801
828-698-9800 Tel

Office Use Only:
Corps action iD no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: Q Section 404 Permit E] Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? [] Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
© 401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
[] 401 Water Quality Certification — Express Riparian Buffer Authorization
1 e. Is this notificafion solely for the record
For the record only for DWQ
For the record only for Corps Permit:
because written approval is not required?
401 Certification:
3h. Email address:
❑ Yes Q No
[] Yes pX No
1f. Is payment into a mitigation bank or in4leu fee program proposed for
mitigation of impacts? if so, attach the acceptance letter from mitigation bank
Yes ❑x No
or in -lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties? If yes, answer 1h
Yes ❑X No
below.
the project located within a NC DCM Area of Environmental Concern (AEC)?
El Yes XO No
2. Project Information
2a. Name of project: Glen Cove—Parcels #7552-63-6965, #7552-31-4764, #7552-21-7005 (Attachment A)
2b. County: Jackson
2c. Nearest municipality / town: Cashiers
2d. Subdivision name: I Glen Cove
2e. NCDOT only, T.I.P. or state project no: I NIA
3. Owner Information
3a. Name(s) on Recorded Deed:
TRI Real Estate LLC
3b. Deed Book and Page No.
2208/891 & 2208/906
3c. Responsible Party (for LLC if
applicable):
Richard M. Delany
3d. Street address:
PO BOX 2130
3e. City, state, zip:
Highlands, NC 28741
3f. Telephone no.:
828-421-0186
3g. Fax no.:
3h. Email address:
Page f of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
Q Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
R. Clement Riddle
5b. Business name
(if applicable):
ClearWater Environmental Consultants, Inc.
5c. Street address:
32 Clayton Street
5d. City, state, zip:
Asheville, NC 28801
5e. Telephone no.:
828-698-9800
5f. Fax no.:
n/a
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
I. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 7552-63-6965, 7552-31-4764, 7552-21-7005
1b. Site coordinates (in decimal degrees):
Latitude: 35.116366 Longitude: -83.166836
1 c. Property size:
164 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Short Off Creek
2b. Water Quality Classification of nearest receiving water:
WS -III; @
2c. River basin:
Little Tennessee:06010203
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
. application:
The ebsting conditions on the site Include undeveloped wooded land, maintained access roads, mowed fields, and residential homes. The
surrounding land includes a golf course south of the project, as well as residential and undeveloped land.
3b. List the total estimated acreage of all existing wetlands on the property: 0.81
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 14,567
3d. Explain the purpose of the proposed project:
i ne purpose or me proem m ro ueveiop a reswennai aeveiopmem ano goir course.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment 8
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the 0 Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property 1
project (including all prior phases) in the past? Comments: SAW -2018-01579
4b. If the Corps made the jurisdictional determination, what type Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Clearwater Environmental Consultants Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Preliminary Jurisdictional Determination issued - September 5, 2018 (Attachment C)
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes 0 No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes 0 No
fib. If yes, explain.
NIA
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts inventory
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
1. impacts Summary
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
Ia. Which sections were completed below for your project (check all that apply):
0 Wetlands Q Streams — tributaries ❑ Buffers ❑ Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
-
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Excavation
Pond
herbaceous
No
Corps/DWR
0.030
W2
Excavation
Bottomland Hardwood forest/herbaceous
Partially
Corps/DWR
0.054
W3
Fill
Bottoinland Hardwood forest
Yes
Corps/DWR
0.001
W4
Fill
Bottotnland Hardwood forest
Yes
Corps/DWR
0.001
W5 -
S6
Choose one
-
-
W6 -
3h. Total stream and tributary impacts
-
2g. Total Wetland Impacts:
0.086
2h. Comments:
Wetland Impacts i and 2 are for pond construction and impact information Is repeated In Section 5 below
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1
Choose one
-
-
S2
Choose one
-
-
S3
Choose one
-
S4
Choose one
-
-
S5
Choose one
-
-
S6
Choose one
-
-
3h. Total stream and tributary impacts
3i. Comments:
See Attachment A for Stream Impacts (141 It of permanent stream impact and 195 If. of temporary Impact)
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary T
01 - Choose one Choose
02 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts 0
4g. Comments: N/A
5. Pond "or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond I (acres)
Flooded Filled Excavated Flooded Filled Excavated
Lake irrigation 0.084 1.56
5f. Total: 1 0 1 0 1 0.084 1 0 1 0 1 - 0 11.56
5g. Comments: The individual wetland impacts associated with the irrigation lake are listed in section 2a. above.
5h. Is a dam high hazard permit required?
❑ Yes g] No If yes, permit ID no:
5i. Expected pond surface area (acres):
6c.
Reason for impact
5j. Size of pond watershed (acres):
6e.
Buffer
mitigation
required?
5k. Method of construction:
Bi -
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitioation. than you MUST fill nut Spntinn r) of this fnrm
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman [:]Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f. 6g.
Zone 1 Zone 2
impact impact
(square (square
feet feet
Bi -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
135 -
Yes/No
136 -
Yes/No
6h. Total Buffer Impacts:
0 0
vi. wrnrnenrs: N/A
Page 5 of 10

D. impact Justification and Mitigation f
1 1. Avoidance and Minimization f
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The impact is the minimum necessary to complete the project The proposed plan avoids 90 percent of the wetlands and avoids 99 percent of the
streams on the property. The applicant has avoided stream impacts by constructing 6 bridges. The applicant has further minimized stream
impacts by constructing an off-line pond for irrigation.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction equipment will be operated from high ground to avoid impacts to the remaining jurisdictional features. Appropriate sediment and erosion
control measures will be utilized on site. Impacts are minimized by utility bridges. All work for culverts and utilities will be completed in the dry
(Construction Plans Sheet D1).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes Q No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): i ❑ DWQ
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to in -lieu Fee Program I
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
6. Complete if Using a Permittee Responsible Mitigation Plan I
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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

Page 8of10
PCN Form — Version 1.4 January 2009
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
Yes Q No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
7%
2b. Does this project require a Stormwater Management Plan?
❑ Yes 0 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Contact Local Water Supply Protection Program - Not Phase it
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Jackson County
❑ Phase Ii
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
apply (check all that apply):
pp y)
USMP
Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ©No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
©HQW
4a. Which of the following state -implemented stormwater management programs applyBSession
ORW
(check all that apply):
Law 2006-246
[]Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes [] No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8of10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes Q No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is -the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑x No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes X❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
13. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in i Yes ❑ X No
additional development, which could impact nearby downstream water quality? +
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project location is in an area already developed for similar residential uses and will not substantially increase the demand for additional
development or services which could Impact nearby downstream water quality.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The project will connect to existing sewer system and wastewater treatment plant at Highland Cove.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑ Yes Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? El Yes P9No
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Criticaf Habitat?
CEC reviewed the North Carolina Natural Heritage Data Program GIS data and no federally protected species were found within a 1- mile radius of the
project CEC consulted the FWS's "Northern Long -Eared Bat Consultation Areas" map for Jackson County. The Site is in Hydrologic Unit Code (HUC)
identified as having known occurrences of hibernation or maternity sites. (Attachment D). A threatened and Endangered Species report is included in
attachment D
6. Essential Fish Habitat (Corps Requirement)
8a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes Q No
Ob. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem IMS. Impact will not occur in a marine system.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See Attachment A
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain? Q Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The applicant will comply with the Jackson County floodplain ordinances and obtain a no rise certification if necessary.
8c. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program. FEMA Flood Map 3700755200J, Panel 7552 (Effective April 19, 2010)
R. Clement Riddle
ApplicantlAgent's Printed Name App nttAgent's Signature Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Sources: Esri, DeLorme, N AVTEQ, USGS, NRCAN, METI, iPC, TomTom
982 - Glen Cove ( +/- 164 AC)
Ü
0 1 20.5 Miles
Legend
Project Area
32 Clayton StreetAsheville, North Carolina 28801
Vicinity MapFigure 1Jackson Count y,North Carolina
Drawn by: AKT 6/20/2018; CEC Project# 982
Project Area
Copyright: © 2013 National Geographic Society
982 - Glen Cove ( +/- 164 AC)
Ü
0 500 1,0 00250Feet
Legend
Project Area
32 Clayton StreetAsheville, North Carolina 28801
USGS Topographic MapHighlands QuadFigure 2
Jackson Count y,North Carolina
Drawn by: AKT 6/20/2018; CEC Project# 982
Project Area
NCCGIA, Esri, HERE, Garmin, © OpenStreetMap contributors
982 - Glen Co ve ( +/- 164 AC)
Ü
0 1,000 2,000500
Fe et
Legend
Project Area
32 Clayton StreetAsheville, North Carolina 28801
Aerial PhotographyNCCGIA (2015)Figure 3
Jackson County,North Carolina
Drawn by: AKT 6.20.2018; Project# 982
PwE
CuD
EdE CuC
NkA
EdD
NkA
CuC
PwD
TwC
TwC
CuC
EdC
EdF
EdE
EdD
CuD
EdE
PwEEdD
WtBEdCEdC
EdE
PwE
TwC
EdD
RkF
W
EdC
EdC
TwC
TwC
NCCGIA
982 - Glen Cove ( +/- 164 AC)
Ü
0 500 1,0 00250Feet
Legend
Project Area
Soils
CuC Cullasaja-Tuckasegee com plex
CuD Cullasaja-Tuckasegee com plex
EdC Edneyville-Chestnut com plex
EdD Edneyville-Chestnut com plex
EdE Edneyville-Chestnut com plex
EdF Edneyville-Chestnut com plex
NkA Nikwasi fine sandy loam
PwD Plott fine sandy loam
PwE Plott fine sandy loam
RkF Rock outcrop-Cleveland com plex
TwC Tuckasegee-Whiteside com plex
W - Water
WtB - Whiteside-Tuckasegee com plex
32 Clayton StreetAsheville, North Carolina 28801
USDA Soils MapFigure 4Jackson Count y,North Carolina
Drawn by: AKT 6/20/2018; CEC Project# 982
Project Area
982 - Glen Cove (+/- 164 AC)
Ü
0 1,000 2,000500Feet
32 Clayton StreetAsheville, North Carolina 28801
Stream and WetlandDelineation MapDelineated 6/26 - 7/5, 2018Figure 5
Jackson County,North Carolina
Drawn by: BWY 7.9.18; CEC Project# 982Updated: 8.16.18
Lege nd
Sheets
Project Boundary
Sheet 1
Sheet 2
Jurisdictional wetlands and waters identified on this map have been located withinsub-meter accuracy utilizing a Trimble mapping grade Global Positioning System(GPS) and the subsequent differential correction of that data. GPS points maydemonstrate uncorrectable errors due to topography, vegetative cover, and/ormultipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areashave been flagged in the field; however, they have not been surveyed. AlthoughClearWater Environmental Consultants, Inc. (CEC) is confident in our assessment,the US Army Corps of Engineers (Corps) is the only agency that can make finaldecisions regarding jurisdictional wetland and waters of the US delineations.Therefore, all preliminary determinations are subject to change until writtenverification is obtained. CEC strongly recommends that written verification beobtained from the Corps prior to closing on the property, beginning any site work,or making any legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at thetime of production. This map is for informational purposes only and should not beused to determine precise boundaries, roadways, property boundary lines, norlegal descriptions. This map shall not be construed to be an official survey of anydata depicted.
Source Data: Topo - Jackson CountyProject Boundary - LandWorks Engineering
W etlan d (A C)
W 1 0.208 S1 1892 S14 494 OW 1 0.319
W 2 0.015 S2 361 S15 678 OW 2 0.163
W 3 0.054 S3 68 S16 818 OW 4 0.103
W 4 0.409 S4 222 S17 184
W 5 0.005 S5 396 S18 866
W 6 0.007 S6 33 S19 114
W 7 0.037 S7 2619 S20 1614
W 8 0.006 S8 104 S21 2101
W 9 0.012 S9 206 S22 286
W 10 0.046 S10 194 S23 130
W 11 0.004 S11 83 S24 190
W 12 0.005 S12 273 S25 418
W 13 0.002 S13 223
Total 0 .8 1 0 Total Total 0 .5 8 5
Potentially J uris dicti onal Water
Open W ater (A C)Stream (LF)
1 4 ,5 6 7
982 - Glen Cove (+/- 164 AC)
^_
^_
^_
^_
^_
^_^_
^_
W4
W1
W7
W3
W2
W6
W8
W5W9
OW1
OW2
OW4
S5
S7
S1S1
2
S
2
S14 S9S4S5
S
1
3
S16
S8
S3
S1
0
S11
S6
Ü 0 500 1,000250Feet
32 Clayton StreetAsheville, North Carolina 28801
Stream and WetlandDelineation MapDelineated 6/26 - 7/5, 2018Figure 5, Sheet 1
Jackson County,North Carolina
Drawn by: BWY 7.9.18; CEC Project# 982Updated: 8.16.18
Legend
^_Data Form
Culvert
Open Water
Stream
Project Boundary
Linear Wetland
Wetland
Contours (4ft)
Jurisdictional wetlands and waters identified on this map have been located within sub-meter accuracy utilizing a Trimble mapping grade Global Positioning System (GPS) and the subsequent differential correction of thatdata. GPS points may demonstrate uncorrectable errors due to topography, vegetative cover, and/or multipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areas have been flagged in the field; however, they have not been surveyed. Although ClearWater Environmental Consultants, Inc. (CEC) isconfident in our assessment, the US Army Corps of Engineers (Corps) is the only agency that can make final decisions regarding jurisdictional wetland and waters of the US delineations. Therefore, all preliminarydeterminations are subject to change until written verification is obtained. CEC strongly recommends that written verification be obtained from the Corps prior to closing on the property, beginning any site work, or makingany legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at the time of production. This map is for informational purposes only and should not be used to determine precise boundaries, roadways,property boundary lines, nor legal descriptions. This map shall not be construed to be an official survey of any data depicted.
Source Data: Topo - Jackson CountyProject Boundary - LandWorks Engineering
Wetland (AC)
W1 0.208 S1 1892 S14 494 OW1 0.319
W2 0.015 S2 361 S15 678 OW2 0.163
W3 0.054 S3 68 S16 818 OW4 0.103
W4 0.409 S4 222 S17 184
W5 0.005 S5 396 S18 866
W6 0.007 S6 33 S19 114
W7 0.037 S7 2619 S20 1614
W8 0.006 S8 104 S21 2101
W9 0.012 S9 206 S22 286
W10 0.046 S10 194 S23 130
W11 0.004 S11 83 S24 190
W12 0.005 S12 273 S25 418
W13 0.002 S13 223
Total 0.810 Total Total 0.585
Potentially Jurisdictional Water
Open Water (AC)Stream (LF)
14,567
NCCGIA
982 - Glen Cove ( +/- 164 AC)
Ü
0 500 1,0 00250Feet
Legend
Project Area
32 Clayton StreetAsheville, North Carolina 28801
FEMA Floodplain MapFIRM Panel 3700755200JFigure 6
Jackson Count y,North Carolina
Drawn by: AKT 6/20/2018; CEC Project# 982
Project Area
W10
W11
W12
W13
S20
S21
S18
S15
S20 S16
S25 S21 S22 S18
S24S17
S16
S19
S23
S15
S21982 - Glen Cove (+/- 164 AC)
Ü
0 500 1,000250Feet
Legend
Project Boundary
Culvert
Stream
Linear Wetland
Wetland
Open Water
Contours (4ft)
32 Clayton StreetAsheville, North Carolina 28801
Stream and WetlandDelineation MapDelineated 6/26 - 7/5, 2018Figure 5, Sheet 2
Jackson County,North Carolina
Drawn by: BWY 7.9.18; CEC Project# 982Updated: 8.16.18
Jurisdictional wetlands and waters identified on this map have been located within sub-meter accuracy utilizing a Trimblemapping grade Global Positioning System (GPS) and the subsequent differential correction of that data. GPS points maydemonstrate uncorrectable errors due to topography, vegetative cover, and/or multipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areas have been flagged in the field;however, they have not been surveyed. Although ClearWater Environmental Consultants, Inc. (CEC) is confident in ourassessment, the US Army Corps of Engineers (Corps) is the only agency that can make final decisions regardingjurisdictional wetland and waters of the US delineations. Therefore, all preliminary determinations are subject to changeuntil written verification is obtained. CEC strongly recommends that written verification be obtained from the Corps priorto closing on the property, beginning any site work, or making any legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at the time of production. This map is forinformational purposes only and should not be used to determine precise boundaries, roadways, property boundary lines,nor legal descriptions. This map shall not be construed to be an official survey of any data depicted.
Source Data: Topo - Jackson CountyProject Boundary - LandWorks Engineering
Wetland (AC)
W1 0.208 S1 1892 S14 494 OW1 0.319
W2 0.015 S2 361 S15 678 OW2 0.163
W3 0.054 S3 68 S16 818 OW4 0.103
W4 0.409 S4 222 S17 184
W5 0.005 S5 396 S18 866
W6 0.007 S6 33 S19 114
W7 0.037 S7 2619 S20 1614
W8 0.006 S8 104 S21 2101
W9 0.012 S9 206 S22 286
W10 0.046 S10 194 S23 130
W11 0.004 S11 83 S24 190
W12 0.005 S12 273 S25 418
W13 0.002 S13 223
Total 0.810 Total Total 0.585
Potentially Jurisdictional Water
Open Water (AC)Stream (LF)
14,567
Stream Impacts
Impact #
I Type of Impact
Road
Station #
Pipe
Length
(ft)
Ex.
Length
(ft)
Length of
Impact (ft)
S1
Improved Crossing
Glen Cove Drive
80+62
40
20
20
S2
New Crossing
Golf Course
Hole 10
50
0
51
S3
New Crossing
Golf Course
-
Hole 9
40
0
41
1 S4
Improved Crossinc,
Wild Turkey
-
19+71.73
45
20
25
1 S5
Lake intake
-
-
-
-
4
Glen Cove Dr.
- Total
1
14Ed
Wetland
-
Impacts
Impact #
Type of Impact
Location
Area of
Impact
(Ac.)
W1
-
I Wetland
Proposed Lake
0.030
W2
Wetland
Proposed Lake
0.054
W3
LinearWetland
Service Road
0.001
. W4
LinearWetlancl
. Pump -Station
U.UU1_ .
Water Crossing
I Total
1 0.086 1
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Temporary Utility Impacts
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
Ul
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
_
U4
Water Crossing
Overlook Dr.
5
-15
15
U5
Sewer Crossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
Sewer Crossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
Sewer Crossing
Wi I d Turkey
6
15
U11
Water Crossing
Wi I d Turkey
6
15
U12
Sewer Crossing
Pump Station
8
. 15
FU 1-3
1 Sewer Crossing
I Garden Area
1
15
(1)
Total
195
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.
o
,
S
LEGEND
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SEWERLINE CROSSING
WATERLINE CROSSING
---- --- --- --- --- --- --- --- --- ------ --- 30' CREEK BUFFER
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CARoLj''-
LandWorks Engineering
SEAL
Land Planning & Civil Engineering = 17640
P.O. Box 1922 I
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P082811Aii5\'\```
Glen Cove by Old Edwards
Hospitality
Stream Impacts
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX2
Temporary Utility Impacts
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
U1
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
15
U4
Water Crossing
Overlook Dr.
5
15
U5
SewerCrossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
SewerCrossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
SewerCrossing
Wild Turkey
6
15
U11
Water Crossing
Wild Turkey
6
15
U12
SewerCrossing
Pump Station
8
15
U13
SewerCrossing
Garden Area
1
15
Total
195
CARoLj''-
LandWorks Engineering
SEAL
Land Planning & Civil Engineering = 17640
P.O. Box 1922 I
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P082811Aii5\'\```
Glen Cove by Old Edwards
Hospitality
Stream Impacts
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX2

06,
xxx
7 — I
I I
I I
I �
I,
Temporary Utility Impacts
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
U1
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
15
U4
Water Crossing
Overlook Dr.
5
15
U5
Sewer Crossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
Sewer Crossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
Sewer Crossing
WiIdTurkey
6
15
U11
Water Crossing
Wild Turkey
6
15
U12
Sewer Crossing
Pump Station
8
15
U13
Sewer Crossing
Garden Area
1
15
Total
195
\/
RD
1
.E
1
I )E
LandWorks Enaineerina
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
A1?0lf''-
$ .Q� q� • y
SEAL
17640
\l \
I
I
I
I
I
Glen Cove by Old Edwards
Hospitality
Stream Impacts
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE — 1:30
EX3

Stream Impacts
Impact #
Type of Impact
Road
Station #
Pipe
Length
(ft)
Ex.
Length
(ft)
Length of
Impact (ft)
S1
Improved Crossing
Glen Cove Drive
80+62
40
20
20
S2
New Crossing
Golf Course
Hole 10
50
0
51
S3
New Crossing
Golf Course
Hole 9
40
0
41
S4
Improved Crossing
Wild Turkey
19+71.731
45
20
25
S5
Lake intake
-
-
4
l
Total
141
J� I
LandWorks Enaineerina
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
CARoLj''-
'� ••ems q� •• 9
SEAL
17640
��'9.t.• .FNGINEF-F�.•G���`
11IAI�15O\\\`•
u
i
1
�Uf�NAf�IEq TF��IB T Rl� TO
SHp RTOF� R�E
A 888.96
1:3886.41I
4�
I I I S I I I I
I I
,6 S I I
Glen Cove by Old Edwards
Hospitality
Stream Impacts
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX4
�
1
I
1
I
I
J� I
LandWorks Enaineerina
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
CARoLj''-
'� ••ems q� •• 9
SEAL
17640
��'9.t.• .FNGINEF-F�.•G���`
11IAI�15O\\\`•
u
i
1
�Uf�NAf�IEq TF��IB T Rl� TO
SHp RTOF� R�E
A 888.96
1:3886.41I
4�
I I I S I I I I
I I
,6 S I I
Glen Cove by Old Edwards
Hospitality
Stream Impacts
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX4

�i l I 11 ✓ 1 Lam/ �
x/
/Z X/
i
Temporary Utility Impacts
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
U1
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
15
U4
Water Crossing
Overlook Dr.
5
15
U5
Sewer Crossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
Sewer Crossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
Sewer Crossing
WiIdTurkey
6
15
U11
Water Crossing
Wild Turkey
6
15
U12
Sewer Crossing
Pump Station
8
15
U13
Sewer Crossing
Garden Area
1
15
Total
195
LandWorks Enaineerin
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
A1?0lf''-
SEAL
17640
Glen Cove by Old Edwards
Hospitality
Stream Impacts
W
N
/
DATE: 10/3/18
JOB #: 0201819
SCALE — 1:30
EX5

iy - _ --_y -y ____-___
--------------------
1
Stream Impacts
Impact #
Type of Impact
Road
Station #
Pipe
Length
(ft)
Ex.
Length
(ft)
Length of
Impact (ft)
S1
Improved Crossing
Glen Cove Drive
80+62
40
20
20
S2
New Crossing
Golf Course
Hole 10
50
0
51
S3
New Crossing
Golf Course
Hole 9
40
0
41
S4
Improved Crossing
I Wild Turkey
19+71.731
45
20
25
S5
Lake Intake
15
U7
-
Cart Path
4
15
Total
141
\ �\ -#,8 GREE
i \ v
CAI?".,
ARoGlen Cove by Old Edwards
LandWorks Engineering = SEAL Hospitality
Land Planning & Civil Engineering = 17640 = p y
P.O. Box 1922 I Stream Impacts
Asheville, NC 28802 '�� ' F � �'��
V: 828.230.7958 NGINE�tt'OG�\`
NC Engineering License # P0828 /'/�'�� .....i. 1W�\\\```
W
N
Y
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:60
EX6
Temporary Utility Impacts
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
U1
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
15
U4
Water Crossing
Overlook Dr.
5
15
U5
Sewer Crossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
Sewer Crossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
Sewer Crossing
Wild Turkey
6
15
U11
Water Crossing
WiIdTurkey
6
15
U12
Sewer Crossing
Pump Station
8
15
U13
Sewer Crossing
Garden Area
1
15
Total
195
W
N
Y
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:60
EX6

Stream Impacts
Impact #
Type of Impact
Road
Station #
Pipe
Length
(ft)
Ex.
Length
(ft)
Length of
Impact (ft)
S1
Improved Crossing
Glen Cove Drive
80+62
40
20
20
S2
New Crossing
Golf Course
Hole 10
50
0
51
S3
New Crossing
Golf Course
Hole 9
40
0
41
S4
Improved Crossing
Wild Turkey
1 19+71.731
45
20
25
S5
Lake Intake
-
4
Total 141
I
CARoLj''-
LandWorks Engineering
SEAL
Land Planning & Civil Engineering = 17640
P.O. Box 1922 I
Asheville, NC 28802 '
';� FN �� • oti;'
V: 828.230.7958•.�INE,ttOG \�
NC Engineering License # P0828 /'/�'��� Aii5\\\\
CABIN
/ \ INV IN: 372
/ I V
I —\
�I
4X
Glen Cove by Old Edwards
Hospitality
Stream Impacts
W
13
N
i
P
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX7

— 0.001 AC W3 — 0.001 AC
TLAND IMPACT WETLAND IMPACT
MER PUMP SERVICE ROAD
\TION i
i
i
i
r
1
i
, Ile
XX
''
i
0000�
LandWorks Enaineerina
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
ko E CARoNN
Lj''-
SEAL
17640
.FNG IN i-:
/ter//CC/�//V,l [IAIAoL`O\\\`•
Glen Cove by Old Edwards
Hospitality
Stream Impacts
I '
/
7 Z-
X
Wetland Impacts
Impact #
Type of Impact
Location
Area of
Impact
Ac.
W1
Wetland
Proposed Lake
0.030
W2
Wetland
Proposed Lake
0.054
W3
Linear Wetland
Service Road
0.001
W4
Lineal -Wetland
Pump Station
0.001
U4
Total
0.086
Temporary Utility Impacts
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
U1
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
15
U4
Water Crossing
Overlook Dr.
5
15
U5
Sewer Crossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
Sewer Crossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
Sewer Crossing
WiIdTurkey
6
15
U11
Water Crossing
Wild Turkey
6
15
U12
Sewer Crossing
Pump Station
8
15
U13
Sewer Crossing
Garden Area
1
15
Total
195
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX9

i
/ZZ
/
_ —
/ I
/ BRIQGE 6 —
NOIIMPACT
/ \ '
I
C
.ARoL
o E
Glen Cove by Old Edwards
LandWorks Engineering = SEAL HOS italit
Land Planning & Civil Engineering = 17640 = p y
P.O. Box 1922 I Stream Impacts
Asheville, NC 28802 '�. ' �`
V: 828.230.7958 FNGINEF�' �\`�
NC Engineering License # P0828 [AI io0\0\\```
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX8
I
Temporary Utility
Impacts
— —
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
U1
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
15
U4
Water Crossing
Overlook Dr.
5
15
U5
Sewer Crossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
Sewer Crossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
Sewer Crossing
WildTurkey
6
15
U11
Water Crossing
WildTurkey
6
15
U12
Sewer Crossing
Pump Station
8
15
000
U13
Sewer Crossing
Garden Area
1
15
Total
195
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX8

—
Stream Impacts
EXISTING TROUT
Pipe Ex.
/ Length Length Length of
POND
Impact # Type of Impact Road Station # (ft) (ft) Impact (ft) \
S1 Improved Crossing Glen Cove Drive 80+62 40 20 20
/ / .1 , " / — =_ = _ — \ S2 New Crossing Golf Course Hole 10 50 0 51
/
S3 New Crossing Golf Course Hole 9 40 0 41
/ EX. FARM RD — / S4 Improved Crossing Wild Turkey 19+71.73 45 20 25
REMAIN S5 Lake Intake 4
(GRAVEL) Total 141
J
J
I
/ — — — EX. W L- TO -REMAIN
77
a 'mild
/ 4JI PROPOSED LAKE
/" \ W.E. = 3675
BOTTOM = 3667± ,/ 8' DEEP
AREA = 1.63 AC.,
RIP/RAP ROCK VOLUME = 432;128.52 CF �.
FILTER BELOW
= 992 AC -FT I�
WATER ELEV.
//_
/cg��3 I/
E
IImo�_
LandWorks Enaineerina
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
CAI?".,
'� '•ems q� •• 9
SEAL -
17640
s.
,�� FNGINEF-F�.•G���`
Glen Cove by Old Edwards
Hospitality
Stream Impacts
DATE: 10/3/18
JOB #: 0201819
SCALE — 1:60
EX10
Wetland Impacts
Impact It
Type of Impact
Location
Area of
Impact
Ac.
W1
Wetland
Proposed Lake
0.030
W2
Wetland
Proposed Lake
0.054
W3
Linear Wetland
Service Road
0.001
W4 I
Linear Wetland
Pump Station
0.001
Total
0.086
J
I
/ — — — EX. W L- TO -REMAIN
77
a 'mild
/ 4JI PROPOSED LAKE
/" \ W.E. = 3675
BOTTOM = 3667± ,/ 8' DEEP
AREA = 1.63 AC.,
RIP/RAP ROCK VOLUME = 432;128.52 CF �.
FILTER BELOW
= 992 AC -FT I�
WATER ELEV.
//_
/cg��3 I/
E
IImo�_
LandWorks Enaineerina
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
CAI?".,
'� '•ems q� •• 9
SEAL -
17640
s.
,�� FNGINEF-F�.•G���`
Glen Cove by Old Edwards
Hospitality
Stream Impacts
DATE: 10/3/18
JOB #: 0201819
SCALE — 1:60
EX10

xx/
d
Z \
i 30' WS—III BUFFER
i
U13
SEWER CROSSING
F
LandWorks Enaineerina
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
\\,,,,,I I I I III,,,/,
:�'�04ko E CARoLj''-
'$ e NN
- q� 9
SEAL
17640
s.
�,'9.t.' .FNGINEF-F�.•G���`
[IA
IAoL`O\\\`•
Glen Cove by Old Edwards
Hospitality
Stream Impacts
Temporary Utility Impacts
Impact #
Type of Impact
Location
Stream
Width
(ft)
Length of
Impact
(ft)
U1
Sewer Crossing
Overlook Dr.
3
15
U2
Water Crossing
Overlook Dr.
3
15
U3
Water Crossing
Overlook Dr.
5
15
U4
Water Crossing
Overlook Dr.
5
15
U5
Sewer Crossing
Glen Cove Dr.
5
15
U6
Water Crossing
Glen Cove Dr.
5
15
U7
Sewer Crossing
Cart Path
2
15
U8
Water Crossing
Glen Cove Dr.
2
15
U9
Water Crossing
Glen Cove Dr.
6
15
U10
Sewer Crossing
WildTurkey
6
15
U11
Water Crossing
WildTurkey
6
15
U12
Sewer Crossing
Pump Station
8
15
U13
I Sewer Crossing
Garden Area
1 1
15
Total
195
W
N
DATE: 10/3/18
JOB #: 0201819
SCALE - 1:30
EX11

DISCHARGE FLOW
DOWNSTREAM OF
COFFERDAM
FLOW
2" BITUMOUS ASPHALT MIXTURE
REMOVE EX. PIPE (IF DIVERT UPSTREAM FLOW
PRESENT) INSTALL NEW USING BYPASS PUMP
PIPE ONCE STREAM BED /
HAS BEEN DEWATERED
WITHIN WORK AREA
COFFERDAM & LOW FLOW BYPASS
PUMP AROUND N.T.S.
TOP OF ROADWAY
HDPE ROADWAY CULVERT
BACKFILL & COMPACT WITH ,..—y�'
SUITABLE FILL MATERIAL
IN 8" LIFTS
` /—SEX. BANK
CREEK BED 1
Ill INVERT 6" INTO CREEK BED
2 CULVERT CROSS-SECTION
N.T.S.
Landitrks Enaineerin
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NO 28802
V: 828.230.7958
NO Engineering License # P0828
FL/
CREATE TEMPORARY
SAND BAG COFFERDAM
CONSTRUCTION SEQUENCE NOTES:
1. Install upstream sandbag cofferdams. Ensure that cofferdam
prevents flow from reaching the work area. Begin diverting
flow using bypass pump.
2. Install proposed pipe once stream bed has been dewatered
within the dammed area. Imbed invert 6" into creek bed.
3. Fill and compact existing channel with suitable material in 8"
lifts.
4. Remove cofferdams and pumps so that flow resumes.
5. Complete construction of roadway and grading operations.
DATE: 10/3/18
SCALE: NTS
JOB NU: 0201819
D1

TEMPORARY HDPE PIPE
EX. GRADE
i
/
/
ARRY FLOW W/
EMP. PIPE CULVERT
DIA. VARIES)
=� I=� I � _ , -I i' SEWER/WATER LINE
1=1 IM
SANDBAG BERM -IEX. BANK
AT INFLOW AND _=1'
OUTFLOW —_� SIZE VARIES —I
III I I TRENCH WIDTH VARIES
URY MIN. 1' BENEATH STREAMBED
DUCTILE IRON
SEWER/WATER LINE SLEEVE
2 UTILITY CROSSING CROSS-SECTION
N. T. S.
INSTALL SLOPE MATTING
ALONG DIST. BANK AREAS
EX. GRADE--�,
BURY MIN. 1' BENEATH STREAMBED
�-- SEWER/WATER LINE
BANK STABIL. CROSS-SECTION
N.T.S.
Landitrks Enaineerin
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
7NEATH
PE
CREATE SANDBAG BERM
FOR DRY CONDITIONS
UTILITY CROSSING PLAN VIEW
N.T.S.
CONSTRUCTION SEQUENCE NOTES:
1. Install temporary pipe culvert sized to carry required stream
flow.
2. Install upstream and downstream sandbag berms around
inflow and outflow of temporary pipe. Ensure that cofferdam
prevents flow from reaching the dewatering area.
3. Once area has been dewatered, excavate trench to place
the proposed utility a minimum of 1' beneath creek bed.
Excavate and place utility beneath temporary pipe.
4. Bury utility pipe and install bank matting. Remove sandbags
and temporary pipe.
DATE: 10/3/18
SCALE: NTS
JOB NU: 0201819
D2

8" GATE VALVE
& VALVE BOX (TYP.)
EX. STREAM BANK
NORMAL W.E. = 3672.3'
7Q10 ELE v
= 3671'
3669.3'
STABILIZE STREAMBED
SURROUNDING STRUCTURE
W EX. STONES
2'x2'x2'
CONCRETE
STRUCTURE
VALVE
ACCESS STAIRS
(TYP.)
PUMP MANHOLE
RIM ELEV. = 3678'
3672.3 v
3671 v
8"0 CL 350 DIP
4"0 SCH. 40 PVC
3672.0' 7
3669.3' EX. CULVERT
72" CMP
INV. = 3670.0'
® CROSSING
GRATE IN PRE— I
CAST CONC. LAKE INTAKE PUMP
STRUCTURE 350 GPM
GRATE ELEV. = 3670.3'
INTAKE VELOCITY < 0.5 FT/S
MIN. OPENING AREA OF GRATE = 1.56 SF
LAKE INTAKE STRUCTURE
N.T.S.
TEMPORARY 48"
HDPE AND SHIFT
DAM OR ADD PIPE APPROX STREAM
UTILIZED SAND BAGS EXTENSIONS AS WID H = 6'
TO HOLD DOWN. WORK PROGRESSES.
STABILIZE AS
NEEDED. F
FLOW
TOP OF BANK
FOR LAKE INTAKE N.T.S.
Landitrks Enaineerin
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
GRASS WALKWAY
ELEV. = 3676'
NORMAL W.E. OF LAKE = 3675'
ROCK FILTER RING
BELOW W.E.
GENERAL NOTES:
FOREBAYI
3667'
1. Intake velocity shall be dictated by surface area of openings in
the inlet grate within the creek bed.
2. Shortoff creek has a base flow of 6.57 CFS and a 7Q10 flow
of 1.04 CFS.
3. Pump will run at a constant rate of 350 GPM to circulate
entire volume of lake over a 7 day period.
4. Floater device will be used to turn off pump when the water
level reaches the 7Q10 elevation of 3671.00'.
5. Total Irrigation Demand = 250,000 GPD.
6. Irrigation withdrawal will lower the lake level by 6".
7. Irrigation withdrawal will be recharged over a period of 12 hours
at the suggested pump rate.
DATE: 10/3/18
SCALE: NTS
JOB NU: 0201819
D3
PIPE FLOW
CREATE
INSTALL 2'X2'X2'THRnIlQH
TEMPORARY SAND
CONCRETE INTAKE
WORK ZONE
BAG COFFER DAM
w/ HDPE CULVERT
STRUCTURE ONCE
IN STREAM BED.
AREA HAS BEEN
INTAKE
DRIED
MANHOLE W/
PUMP
SANDBAG
AND PIPE COFFERDAM
FOR LAKE INTAKE N.T.S.
Landitrks Enaineerin
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
GRASS WALKWAY
ELEV. = 3676'
NORMAL W.E. OF LAKE = 3675'
ROCK FILTER RING
BELOW W.E.
GENERAL NOTES:
FOREBAYI
3667'
1. Intake velocity shall be dictated by surface area of openings in
the inlet grate within the creek bed.
2. Shortoff creek has a base flow of 6.57 CFS and a 7Q10 flow
of 1.04 CFS.
3. Pump will run at a constant rate of 350 GPM to circulate
entire volume of lake over a 7 day period.
4. Floater device will be used to turn off pump when the water
level reaches the 7Q10 elevation of 3671.00'.
5. Total Irrigation Demand = 250,000 GPD.
6. Irrigation withdrawal will lower the lake level by 6".
7. Irrigation withdrawal will be recharged over a period of 12 hours
at the suggested pump rate.
DATE: 10/3/18
SCALE: NTS
JOB NU: 0201819
D3

GRASS WALKING TRAIL
ELEV. = 3675.5' — 3676'
NORMAL W.E. = 3675'
2' SQ, 8" THK. —I VALVE
CONCRETE ANCHOR �I
& SCREEN
/ lll—
CL 350 100 LF
8"0 DIP INTAKE
OUTFLOW FROM STRUCTURE
Q = 0.78 CFS
WEIR LENGTH = 2'
MAX FLOW DEPTH = 1.2"
VELOCITY = 1.53 FT/S (NON EROSIVE VELOCITY)
ACCESS STAIRS
ELEV. = 3676' (TYP.) 30' VEGETATED BUFFER
(EX. DENSE VEGETATION
TO REMAIN)
J -III GRASSY CAMP CREEK
12"0 HDPEI-
3670' 3670' 0
BOTTOM ELEV. = 3667' CONCRETE I
ANTI—SEEP 3' X 3' X 6' CONCRETE
COLLAR BOX STRUCTURE
MIN. 6" CONCRETE
2' X 2' X 4' CONCRETE
BOX STRUCTURE
LAKE OUTFLOW STRUCTURE
PRINCIPAL SPILLWAY N.T.S.
GRASS SPILLWAY LENGTH = APPROX. 240'
3676' 1 1
------ -----
3675.5' --
l
7
NORMAL W.E. OF LAKE = 3675'
LAKE
EMERGENCY SPILLWAY N.T.S.
Landitrks Enaineerin
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
GENERAL NOTES:
1. Boseflow/coldwater discharge (from bottom of pond) out
through horizontal orifice at normal water elev. (NWE).
2. In a storm event if/when the low flow orifice pipe can't
keep up, water elev. rises and goes over the weir (top of
control structure) and out the outflow culvert.
3. When oils, scum, or algae build up on the surface of the
water, the low flow cold water cut off valve can be closed
allowing the water surface to rise and dump over the
emergency spillway cleaning of the surface.
DATE: 10/3/18
SCALE: NTS
JOB NU: 0201819
D4

NORMAL W.E. = 3731
CL
BOTTOM ELEV. = 3723'
2' SQ, 8" THK.
CONCRETE ANCHOR
& SCREEN
6" CONCRETE SLAB OUTFLOW (10 YR STORM)
W/ ACCESS MH Q (10 YR) = 2.2 CFS
(TYP.) WEIR LENGTH = 2'
MAX FLOW DEPTH = 2.4"
VELOCITY = 2.16 FT/S (NON—EROSIVE VELOCITY)
(MERG. SPILLWAY
ELEV. = 3732'
30' VEGETATED BUFFER
ACCESS STAIRS
(TYP.) (EX. DENSE VEGETATION
�. VALVE 0 3730' TO REMAIN)
30 LF 12"0 HDPE Viii—III— UNNAMED TRIBUTARY TO SHORT OF CREEK
INTAK
j 3726'� 3726' �
10 LF
rl
CONCRETE
ANTI—SEEP
COLLAR
Landitrks Enaineerin
Land Planning & Civil Engineering
P.O. Box 1922
Asheville, NC 28802
V: 828.230.7958
NC Engineering License # P0828
MIN. 6" CONCRETE
3' X 3' X 6' CONCRETE 2' X 2' X 4' CONCRETE
BOX STRUCTURE BOX STRUCTURE
GOLF COURSE POND
OUTFLOW STRUCTURE N.T.S.
SPILLWAY LENGTH = APPROX. 30'
;67_37
—
3732'
I—I
D
NORMAL W.E. OF LAKE = 3731'
2 GOLF COURSE POND
EMERGENCY SPILLWAY N.T.S.
DATE: 10/3/18
SCALE: NTS
JOB NU: 0201819
D5

Glen Cove
Threatened and Endangered Species Survey
and Habitat Assessment

Approximately 164 acres
Jackson County, North Carolina

Prepared For

Jerry West
TRI Real Estate NC LLC
P.O. Box 2130
Highlands, NC 28741

Prepared By

ClearWater Environmental Consultants, Inc.
32 Clayton Street
Asheville, NC 28801

August 29, 2018

2
Table of Contents
1.0 INTRODUCTION .............................................................................................................................. 3 
2.0 METHODOLOGY ............................................................................................................................. 3 
3.0 HABITAT CLASSIFICATION ......................................................................................................... 4 
3.1 Headwater Forest Wetlands ............................................................................................................ 4 
3.2 Disturbed Shrub-Scrub Wetland ..................................................................................................... 4 
3.3 Disturbed Herbaceous Wetland ...................................................................................................... 5 
3.4  Headwater Streams ......................................................................................................................... 5 
3.5 Mixed Hardwood – Pine Forest ...................................................................................................... 5 
3.6 Powerline R-O-W ........................................................................................................................... 6 
3.7 Open Water ..................................................................................................................................... 6 
3.8 Lawns / Maintained Fields / Roadsides .......................................................................................... 6 
3.9 Riparian Buffer ............................................................................................................................... 6 
4.0 SOILS ................................................................................................................................................. 7 
5.0 PROTECTED SPECIES ..................................................................................................................... 7 
5.1 Bog turtle ........................................................................................................................................ 7 
5.2 Carolina northern flying squirrel .................................................................................................... 8 
5.3 Gray Bat ......................................................................................................................................... 8 
5.4 Indiana Bat...................................................................................................................................... 9 
5.5 Northern long-eared bat .................................................................................................................. 9 
5.6 Sicklefin redhorse ......................................................................................................................... 10 
5.7 Appalachian elktoe ....................................................................................................................... 11 
5.8 Rusty-patched bumble bee ............................................................................................................ 11 
5.9 Spruce-Fir Moss Spider ................................................................................................................ 12 
5.10 Small whorled pogonia ................................................................................................................. 12 
5.11 Swamp pink .................................................................................................................................. 12 
5.12 Rock Gnome Lichen ..................................................................................................................... 13 
6.0 FINDINGS ....................................................................................................................................... 13 
7.0 CONCLUSION AND RECOMMENDATIONS ............................................................................. 13 
8.0 REFERENCES ................................................................................................................................. 14 

List of Tables
Table 1: US Fish and Wildlife Service List of Potential Threatened or Endangered
Species in
Jackson County, North Carolina

List of Figures
Figure 1: Site Vicinity Map
Figure 2: USGS Topographic Map
Figure 3: NCCGIA Aerial Photograph
Figure 4: USDA Soils Map
Figure 5: Stream and Wetland Delineation Map

Appendices
Appendix A:
US Fish and Wildlife Service County Database Information
NC Natural Heritage Program Data
Northern Long-Eared Bat Consultation Areas Map

3
1.0 INTRODUCTION

The following report details the habitat assessment and results of the survey for the
potential occurrence of threatened and endangered (T&E) species for the Glen Cove
project site. The referenced site is located at 2502 Norton Lane, LT 10 Wild Turkey
Road, and LT 12 Wild Turkey Road, Cashiers, in Jackson County, North Carolina. The
site ranges in elevation from approximately 3720-4300 feet above mean sea level
(Figures 1-3).

A survey was conducted at the project site to determine the occurrence of or the potential for
animal and plant species listed as federally threatened and/or endangered to exist on the
proposed site. Listed species are protected by current state and federal regulations [Federal
Endangered Species Act of 1973 (16 USC 1531-1543) and the North Carolina Endangered
Species Act (N.C.G.S. Sect. 113 article 25) and North Carolina Plant Protection and
Conservation Act of 1979 (N.C.G.S. Sect. 19b 106: 202.12-22)].

2.0 METHODOLOGY

A habitat survey and protected species survey was conducted on June 26th, June 27th, July
3rd, July 5th, and August 15th, 2018 at the referenced project site by ClearWater
Environmental Consultants, Inc. (CEC) to determine potential for occurrences of animal and
plant species listed as endangered or threatened by current federal regulations.

Recent literature review of the U.S. Fish and Wildlife Service (FWS) on August 9, 2018
provided existing data concerning the presence or potential occurrence of threatened or
endangered species in Jackson County, North Carolina (Appendix A). The FWS lists the
following federally endangered species as occurring or potentially occurring in Jackson
County. The species listed below was included in the surveys and assessment.

Table 1.
Common Name Scientific Name Status
Bog turtle Glyptemys muhlenbergii Threatened (S/A)
Carolina northern flying squirrel Glaucomys sabrinus coloratus Endangered
Gray bat Myotis grisescens Endangered
Indiana bat Myotis sodalis Endangered
Northern long-eared bat Myotis septentrionalis Threatened
Sicklefin redhorse Moxostoma sp. Candidate
Appalachian elktoe Alasmidonta raveneliana Endangered
Rusty-patched bumble bee Bombus affinis Endangered
Spruce-fir moss spider Microhexura montivaga Endangered
Small whorled pogonia Isotria medeoloides Threatened
Swamp pink Helonias bullata Threatened
Rock gnome lichen Gymnoderma lineare Endangered
*T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance with another listed species
and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered or threatened and are not subject to Section 7
consultation.

4
The N.C. Natural Heritage Program database was also reviewed on August 2, 2018 and
provided existing data concerning the presence or potential occurrence of state listed species
in Jackson County, North Carolina. The species listed by the NHP that are known to occur
in the vicinity of the project site are attached in Appendix A.

The protected species audit consisted of a pedestrian survey by CEC staff. During the field
survey, site habitats were identified and compared with recognized habitats for each of the
species as potential flora and fauna were identified to the taxonomic unit level necessary to
determine if the observed specimen was a protected species.

3.0 HABITAT CLASSIFICATION

During our visits to the project site, we observed nine distinct habitat types: headwater
forest wetlands, disturbed shrub-scrub wetland, disturbed herbaceous wetlands, headwater
streams, mixed hardwood-pine forest, powerline right-of-way (r-o-w), open water,
lawns/maintained fields/roadsides, and a riparian buffer. The following is a description of
each of the nine habitat types identified on the referenced site. Potential flora and fauna
were identified to the taxonomic unit level necessary to determine if the observed specimen
was a protected species. Plants were identified to the lowest taxonomic level readily
discernible in the field during the time of survey. The following is a list of habitats for the
Glen Cove project site with a description of each of the habitat types. A soils discussion is
also provided.

3.1 Headwater Forest Wetlands

Multiple headwater forest wetlands were observed within the project site. The
main factor contributing to hydrology in these wetlands were adjacent streams
and groundwater seeps. Rhododendron hummocks were common throughout
these wetlands as were the remnant old hemlock snags. The headwater forest
wetlands have characteristically dark mucky soils, with some sand. Tree species
observed within these wetlands include yellow birch (Betula alleghaniensis), red
maple (Acer rubrum), and tulip poplar (Liriodendron tulipifera). In addition to
saplings of the above trees, species observed in the shrub layer include
rhododendron (Rhododendron sp.), eastern hemlock (Tsuga canadensis), and
elderberry (Sambucus canadensis). Species observed in the herbaceous layer
include sphagnum moss (Sphagnum sp.), New York fern (Thelypteris
noveboracensis), common blue violet (Viola sororia), jewelweed (Impatiens
capensis), common rush (Juncus effusus), shallow sedge (Carex lurida), wild
raspberry (Rubus sp.), phlox (Phlox sp.), and wood nettle (Laportea canadensis).

3.2 Disturbed Shrub-Scrub Wetland

This habitat is within a portion of the powerline right-of-way (r-o-w). This wetland
appears to be semi-permanently saturated. It is dominated by shrubs and lacking a
canopy. It is likely that it was once a forested wetland that has been disturbed
through the creation and maintenance of the powerline r-o-w. Shrub species
observed within this wetland include black willow (Salix nigra), rhododendron,

5
possumhaw viburnum (Viburnum nudum), elderberry, multiflower rose (Rosa
multiflora), and wild raspberry. The herbaceous species observed include
sphagnum mosses (Sphagnum spp.), Joe Pye weed (Eutrochium fistulosum),
jewelweed, sedge (Carex sp.), Japanese siltgrass (Microstegium vimineum),
common rush, water hemlock (Cicuta maculata), dog hobble (Leucothoë
fontanesiana), and woodbine (Clematis virginiana).

3.3 Disturbed Herbaceous Wetland

These wetlands were observed in mowed areas. No shrub or canopy layer is present.
Herbaceous species observed within these wetlands include sedges (Carex spp.),
hairgrass (Eleocharis parvula), St. John’s wort (Hypericum sp.), American water
horehound (Lycopus americanus), buttercup (Ranunculus sp.), and bluegrass (Poa
spp.)

3.4 Headwater Streams

The site contains several headwater streams, the majority of which are perennial
streams with few intermittent streams. There are two named perennial stream on-
site, Shortoff Creek and Grassy Camp Creek. The N.C. Division of Water
Resources classifies both streams as Water Supply III (WS-III, @) waters.
Additional unnamed tributaries to Shortoff Creek were identified on-site. The
streams are mostly sandy bottom streams with some pebbles and cobble. Depths
ranged from one-inch to three feet. Most of the stream banks were forested and
stable, however some bank instability and erosion was observed in isolated
locations.

3.5 Mixed Hardwood – Pine Forest

This habitat has a closed canopy of pine and mixed hardwood trees with a dense
understory with the occasional standing dead tree. Several large boulders with
small cavities were observed near the project boundary at the furthest western
edge of the project area. Tree species observed within this forest include scarlet
oak (Quercus coccinea), white oak (Quercus alba), pignut hickory (Carya
glabra), white pine, red maple, tulip poplar, black cherry (Prunus serotina), and
Fraser magnolia (Magnolia fraseri). Shrub and sapling species observed include
bear huckleberry (Gaylussacia ursina), high bush blueberry (Vaccinium
corymbosum), mountain laurel (Kalmia latifolia), rhododendron, American holly
(Ilex opaca), buffalo nut (Pyrularia pubera), alternate-leaved dogwood (Cornus
alternifolia), American chestnut (Castanea dentata), black locust (Robinia
pseudoacacia), striped maple (Acer pennsylvanicum). The herbaceous species
observed include rattlesnake plantain (Goodyera pubescens), English ivy (Hedera
helix), pink lady slipper (Cypripedium acaule), Solomon’s seal (Poligonatum
biflorum), false Solomon’s seal (Maianthemum racemosum), green briar (Smilax
sp.), wood nettle, running cedar (Lycopodium digitatum), Christmas fern
(Polystichum acrostichoides), Indian cucumber-root (Medeola virginiana),
rattlesnake root (Prenanthes altissima), Mayweed daisy (Anthemis cotula),

6
fleabane (Erigeron annuus), rosette grass (Dicanthelium sp.), wild violet (Viola
spp.), halberd-leaved violet (Viola hastata), sassafras (Sassafras albidum),
sphagnum moss, and goldenrod (Solidago sp.).

3.6 Powerline R-O-W

The powerline r-o-w transects the project area running from the southwest to the
northeast in between Shortoff Creek and Norton Road. The powerline extends
over the shrub-scrub wetland, some maintained lawn area, and part of the
disturbed herbaceous wetland habitats. Aside from these habitats, the powerline r-
o-w habitat is dominated by shrubs with some herbaceous species and minimal
canopy. Species observed in the canopy include pignut hickory and red maple.
Shrub species observed include elderberry, rhododendron, multiflower rose, and
wild raspberry. Species observed in the herbaceous layer include wild violet,
yarrow (Achillea millefolium), orchardgrass (Dactylis glomerata), junegrass
(Koeleria sp.), kudzu (Pueraria montana), woodbine, Joe pye weed, ragweed
(Ambrosia psilostachya) and black-eyed Susan (Rudbeckia hirta).

3.7 Open Water

Approximately .585 acres of open water were delineated within the project
boundary. There are three ponds, one of which is stocked with rainbow trout.
These ponds are mowed around the edges. Species observed include black
willow, sycamore, eastern hemlock, bluegrass, dandelion (Taraxacum officinale),
and plantain (Plantago lanceolata).

3.8 Lawns / Maintained Fields / Roadsides

This habitat was observed in intervals throughout the project area. It includes
mowed paths, roadsides, maintained fields, and residential lawns. An old barn
and cabin are located within this habitat. Tree species observed include eastern
hemlock, white pine, Japanese maple (Acer palmatum), tulip poplar, American
holly, red oak, red maple, and sourwood. Shrub species observed include
flowering dogwood (Cornus florida), black locust, Fraser magnolia, sassafras, and
rhododendron. Herbaceous species observed within this habitat include fescue
(Festuca sp.), crabgrass (Digitaria sp.), orchardgrass, common plantain (Plantago
major), white clover (Trifolium repens), red clover (Trifolium pratense), common
dandelion, bluegrass (Poa sp.), creeping bentgrass (Agrostis palustris), goldenrod,
yarrow, ragweed, jewel weed, dog-hobble, spikerush (Eleocharis sp.), wild violet,
sphagnum moss, and wood sorrel (Oxalis stricta).

3.9 Riparian Buffer

The riparian buffer is the interface between aquatic and terrestrial ecosystems.
Tree species observed include tulip poplar, pignut hickory, white pine, Fraser
magnolia, red maple, red oak, black cherry, green ash (Fraxinus pennsylvanica),
white oak, eastern hemlock, sourwood, and yellow birch. Shrub and sapling

7
species observed include buffalo nut, mountain laurel, rhododendron, witch hazel
(Hamamelis virginiana), flowering dogwood, striped maple, American chestnut,
highbush blueberry, and sassafras. Herbaceous species observed include
yellowroot (Xanthorhiza simplicissima), jewel weed, Jack-in-the-pulpit (Arisaema
triphyllum), Joe Pye weed, buttercup, annual bluegrass (Poa annua), wild
geranium (Erodium sp.), green briar, clearweed, yarrow, black-eyed-Susan, wild
raspberry, dog hobble, sphagnum moss, Indian cucumber root, New York fern,
rattlesnake plantain, and rattlesnake root.

4.0 SOILS

The Glen Cove project site is located within the Mountain Physiographic Province
of North Carolina. The soil series present includes the following: Cullasaja-
Tuckasegee complex, 8 to 15 percent slopes, stony (CuC); Cullasaja-Tuckasegee
complex, 15 to 30 percent slopes, stony (CuD); Edneyville-Chestnut complex, 8 to
15 percent slopes, stony (EdC); Edneyville-Chestnut complex, high precipitation, 15
to 30 percent slopes, stony (EdD); Edneyville-Chestnut complex, high precipitation,
30 to 50 percent slopes, stony (EdE); Edneyville-Chestnut complex, high
precipitation, 50 to 95 percent slopes, stony (EdF); Nikwasi fine sandy loam, 0 to 2
percent slopes, frequently flooded (NkA); Plott fine sandy loam, high precipitation,
15 to 30 percent slopes, stony (PwD); Plott fine sandy loam, high precipitation, 30 to
50 percent slopes, stony (PwE); Rock outcrop-Cleveland complex, windswept, 30 to
95 percent slopes (RkF); Tuckasegee-Whiteside complex, 8 to 15 percent slopes
(TwC); and Whiteside-Tuckasegee complex, 2 to 8 percent slopes (WtB) (Figure 4).

5.0 PROTECTED SPECIES

The following is a brief description of the federally listed species included in the survey, its
recognized habitat and comments regarding survey results for that species:

5.1 Bog turtle

The Bog turtle (Glyptemys muhlenbergii), is federally listed as threatened in North
Carolina. This is the smallest emydid turtle, and one of the smallest turtles in the
world, rarely exceeding three or four inches in length and weighing only about four
ounces. Its orange to yellow patch on either side of the neck easily distinguishes it
from other turtles

Bog turtles live in the mud, grass and sphagnum moss of bogs, swamps and marshy
meadows. These wetlands are usually fed by cool springs flowing slowly over the
land, creating the wet, muddy soil needed by these turtles.

The southern population of the bog turtle, ranging from southern Virginia to northern
Georgia, is also protected with a threatened designation because its physical
appearance is similar to the northern population. The southern bog turtle population is
separated from the northern population by approximately 250 miles. However,
individual bog turtles in the southern population closely resemble individuals in the

8
northern bog turtle population, causing difficulty in enforcing prohibitions protecting
the northern population. Therefore, the Service is designating the southern population
as "threatened (similarity of appearance)." This designation prohibits collecting
individual turtles from this population and bans interstate and international commercial
trade. It has no effect on land management activities of private landowners in southern
states where the bog turtle lives.

Suitable habitat for the bog turtle does not exist within the project site nor was it
observed during the survey. It is the opinion of CEC that the proposed project is not
likely to adversely affect the bog turtle.

5.2 Carolina northern flying squirrel

The Carolina Northern flying squirrel (Glaucomys sabrinus coloratus), is one of two
species of flying squirrels in the Southern Appalachians – the northern (Glaucomys
sabrinus coloratus) and southern (Glaucomys volans). Northern flying squirrels are
about one-third larger than the very common southern species. Also, northern flying
squirrels are brown on their backs, and their fur fades to a buff white on the belly.
Southern flying squirrels are grayer on their backs with bright white bellies, and a
clearly defined (usually black) line separates the fur colors. The endangered Carolina
northern flying squirrel is a subspecies of the northern flying squirrel.

Flying squirrels are nocturnal and have large eyes to help them see at night. They
cannot actually fly, but glide by extending a fold of skin that stretches from their
wrists to their ankles. The flattened tail acts as a rudder. Carolina northern flying
squirrels are relicts of the last ice age. As the glaciers retreated northward and
temperatures rose, remnant populations remained in the suitable habitat left behind
on the high mountain tops along the ridges of the Southern Appalachian Mountains.

Northern flying squirrels principally feed on certain fungi and lichens, though they
do occasionally eat some fruits and nuts. They’re active year-round, but more so in
the warmer summer months. They nest in tree cavities in nests made almost
exclusively of yellow birch bark, where two to six young are born in early spring.
Groups of squirrels often occupy the same tree cavity, particularly in the colder
winter months. Northern flying squirrels are typically found in areas where northern
hardwoods, such as yellow birch, are adjacent to the higher-elevation red spruce-
Fraser fir forest. These habitats are often moist and cool.

Suitable habitat for the northern flying squirrel was not found on the project site. It is
the opinion of CEC that the proposed project is not likely to adversely affect the
northern flying squirrel.

5.3 Gray Bat

The gray bat (Myotis grisescens) is the largest member of its genus in the eastern
United States. Its forearm measures 40-46 mm, and it weighs from 7-16 grams. It is
easily distinguished from all other bats within its range by its mono-colored fur. All

9
other eastern bats have distinctly bi-or tri-colored fur on their backs. Following molt
in July or August, gray bats are dark gray, but they often bleach to chestnut brown or
russet between molts (especially apparent in reproductive females during May and
June). The wing membrane connects to the foot at the ankle rather than at the base of
the first toe, as in other species of Myotis. Gray bats roost in caves year-round. Most
winter caves are deep and vertical; all provide large volume below the lowest
entrance and act as cold air traps. A much wider variety of cave types are used
during spring and fall transient periods. In summer, maternity colonies prefer caves
that act as warm air traps or that provide restricted rooms or domed ceilings that are
capable of trapping the combined body heat from thousands of clustered individuals.

Abandoned building, and boulders with small cavities were observed on site as
potential transient habitat. However, no cave habitat was found. This species was
not observed on the project site. It is the opinion of CEC that the proposed project is
not likely to adversely affect the gray bat.

5.4 Indiana Bat

The Indiana bat (Myotis sodalis) is federally listed as an endangered species. It is a
medium-sized Myotis closely resembling the little brown bat (Myotis lucifugus) but
differing in coloration. Its fur is a dull grayish chestnut rather than bronze, with the
basal portion of the hairs of the back dull lead colored. This bat’s underparts are
pinkish to cinnamon, and its hind feet smaller and more delicate than in M. lucifugus.
The calcar is strongly keeled. This species uses limestone caves for winter
hibernation. The preferred caves have a temperature averaging 37 degrees to 43
degrees Fahrenheit in midwinter, and a relative humidity averaging 87 percent.
Summer records are rather scarce. A few individuals have been found under bridges
and in old buildings, and several maternity colonies have been found under loose
bark and in the hollows of trees. Summer foraging by females and juveniles is
limited to riparian and floodplain areas. Creeks are apparently not used if riparian
trees have been removed. Males forage over floodplain ridges and hillside forests
and usually roost in caves. Foraging areas average 11.2 acres per animal in
midsummer. This bat has a definite breeding period that usually occurs during the
first 10 days of October. Mating takes place at night on the ceilings of large rooms
near cave entrances. Limited mating may also occur in the spring before the
hibernating colonies disperse.

Abandoned building, old tree snags, and boulders with small cavities were observed
on site as potential summer habitat. However, no hibernation caves were found. It is
the opinion of CEC that the proposed project is not likely to adversely affect the
Indiana bat.

5.5 Northern long-eared bat

The Northern long-eared bat (Myotis septentrionalis), is a medium-sized bat about 3
to 3.7 inches in length but with a wingspan of 9 to 10 inches. As its name suggests,
this bat is distinguished by its long ears, particularly as compared to other bats in its

10
genus, Myotis, which are actually bats noted for their small ears (Myotis means
mouse-eared). The northern long-eared bat is found across much of the eastern and
north central United States and all Canadian provinces from the Atlantic coast west
to the southern Northwest Territories and eastern British Columbia. Northern long-
eared bats spend winter hibernating in caves and mines, called hibernacula. They
typically use large caves or mines with large passages and entrances; constant
temperatures; and high humidity with no air currents. No naturally occurring
suitable wintering habitat for the northern long-eared bat exists within the property
boundary. Summer habitat for the Northern long-eared bat consists of the cavities,
hollows, cracks, or loose bark of live or dead trees typically greater than three inches
DBH (diameter at breast height). Suitable summer habitat for the Northern long-
eared bat was observed within the proposed site.

Abandoned building, old tree snags, and boulders with small cavities were observed
on site as potential roosting and hibernating habitat. However, this species was not
observed at the project site. CEC also consulted the FWS’s “Northern Long-Eared
Bat Consultation Areas” map for Jackson County (see attached appendix A). The
proposed project site is not in a Hydrologic Unit Code (HUC) identified as having
known occurrences of hibernation or maternity sites. It is the opinion of CEC that
any incidental take associated with proposed activities would be exempt under the
4(d) rule.

5.6 Sicklefin redhorse

Sicklefin redhorse (Moxostoma sp.), is currently listed as a candidate species
meaning a taxon under consideration for official listing for which there is sufficient
information to support listing. The sicklefin redhorse has an olive colored body with
a copper or brass sheen. It has a sickle-shaped back fin that is olive-colored,
sometimes partly red. Its lower fins are a dusky/dark color, often tinted yellow or
orange and pale edged. The tail fin is typically bright red. It lives in cool to warm
creeks and rivers and, may also be found in large reservoirs during certain stages of
life. In streams, adults are typically found in areas with moderate to fast currents,
though young show a preference for slow currents and large rocks providing cover.
Adults feed and reproduce over gravel, cobble, boulder, and bedrock stream bottoms
with no, or very little, silt. The fish are believed to mature at around 5-8 years-old
and migrate from reservoirs to spawn. During the course of a year, adults will
migrate along a river - upstream to spawn, then downstream to forage, and finally to
deeper water for winter, returning to the same spawning and wintering sites year
after year (U.S. Fish and Wildlife Service 2018).

Suitable habitat for Sicklefin redhorse does not exist within proposed project site.
The stream substrate is dominated by silt, gravel and fine sand. It is the opinion of
CEC that the project is not likely to adversely affect the Sicklefin redhorse.

11
5.7 Appalachian elktoe

Appalachian elktoe (Alismidonta raveniliana), is federally listed as endangered. This
freshwater mussel has a thin but not fragile, kidney-shape shell, reaching up to about
3.2 inches in length, 1.4 inches in height, and 1.0 inch wide (Clarke 1981). Juveniles
generally have a yellowish-brown periostracum (outer shell surface) while the
periostracum of the adults is usually dark brown to greenish-black in color.
Although rays are prominent on some shells, particularly in the posterior portion of
the shell, many individuals have only obscure greenish rays. The shell nacre (inside
shell surface) is shiny, often white to bluish-white, changing to a salmon, pinkish, or
brownish color in the central and beak cavity portions of the shell; some specimens
may be marked with irregular brownish blotches (adapted from Clarke 1981). Only
two populations of the species are known to survive. The healthiest of these
populations exists in the main stem of the Little Tennessee River between Emory
Lake at Franklin, Macon County, North Carolina, and Fontana Reservoir in Swain
County, North Carolina. The second population occurs in the Nolichucky River
system. The Appalachian elktoe has been reported from relatively shallow, medium-
sized creeks and rivers with cool, well-oxygenated, moderate- to fast-flowing water.
It has been observed in gravelly substrates often mixed with cobble and boulders, in
cracks in bedrock, and occasionally in relatively silt-free, coarse, sandy substrates
(Department of the Interior 1994).

Suitable habitat for Appalachian elktoe does not exist within proposed project site.
The stream substrate is dominated by silt, gravel and fine sand. It is the opinion of
CEC that the project is not likely to adversely affect the Appalachian elktoe.

5.8 Rusty-patched bumble bee

Rusty-patched bumble bee (Bombus affinis), is listed under Historic Record Status in
Henderson County. Rusty patched bumble bees once occupied grasslands and
tallgrass prairies of the Upper Midwest and Northeast, but most grasslands and
prairies have been lost, degraded, or fragmented by conversion to other uses. Bumble
bees need areas that provide nectar and pollen from flowers, nesting sites
(underground and abandoned rodent cavities or clumps of grasses), and
overwintering sites for hibernating queens (undisturbed soil). Rusty patched bumble
bees live in colonies that include a single queen and female workers. The colony
produces males and new queens in late summer. Queens are the largest bees in the
colony, and workers are the smallest. All rusty patched bumble bees have entirely
black heads, but only workers and males have a rusty reddish patch centrally located
on the back. Bumble bees gather pollen and nectar from a variety of flowering
plants. The rusty patched emerges early in spring and is one of the last species to go
into hibernation. It needs a constant supply and diversity of flowers blooming
throughout the colony's long life, April through September.

Suitable habitat for rusty patched bumble bee does not exist within the project site
nor was it observed during the survey. It is the opinion of CEC that the proposed
project is not likely to adversely affect the rusty patched bumble bee.

12

5.9 Spruce-Fir Moss Spider

The spruce-fir moss spider (Microhexura nomtivaga) is federally listed as an
endangered species. It is one of the smallest members of the primitive suborder of
spiders popularly referred to as "tarantulas." Adults of this species measure only
0.10 to 0.15 inch (2.5 – 3.8 millimeters) (about the size of a BB). Coloration of the
spruce-fir moss spider ranges from light brown to yellow-brown to a darker reddish
brown, and there are no markings on its abdomen.

The spruce-fir moss spider only lives on the highest mountain peaks in the Southern
Appalachian Mountains of western North Carolina and eastern Tennessee. The high
elevation forests where this spider is found are dominated by Fraser fir with scattered
red spruce. This forest type is commonly referred to as spruce-fir forests. The
typical habitat of this spider is damp, but well-drained moss mats growing on rocks
and boulders in well-shaded areas within these forests. The moss mats cannot be too
dry (the species is very sensitive to desiccation) or too wet (large drops of water can
also pose a threat to the spider).

The spruce-fir moss spider is limited to a handful of mountains in western North
Carolina and eastern Tennessee. The site does not support higher elevation species
suitable for spruce-fir moss spider. It is the opinion of CEC that the proposed project
is not likely to adversely affect the spruce-fir moss spider.

5.10 Small whorled pogonia

Small whorled pogonia (Isotria medeoloides), is federally listed as a threatened
species. It is described as a herbaceous plant approximately 3.7-9.8 inches tall with a
smooth, hollow pale green stem. It produces a single whorl of five to six light green
elliptical leaves, 3 inches long and 1.6 inches wide. The flower or flowers
(occasionally two) are borne at the top of the stem. Habitat varies widely from white
pine stands, dry deciduous woods, rich cove hardwood forest mixed with hemlock.
All sites have a low shrub and sapling density.

Potentially, suitable habitat for this species was found within portions of the project
area. Although this plant was not observed at the proposed project site, it is the
opinion of CEC that the proposed project is not likely to adversely affect the small
whorled pogonia.

5.11 Swamp pink

Swamp pink (Helonias bullata), is federally listed as a threatened species and is
found in wetlands that are saturated but not flooded. This would include southern
Appalachian bogs and swamps. Swamp pink would also be found in Atlantic white
cedar swamps and swampy forests bordering small streams, boggy meadows and
spring seepage areas. This species is commonly associated with some evergreens,
including white cedar, pitch pine, American larch, and black spruce. It can be

13
distinguished by its basal rosette of light green, lance-shaped and parallel-veined
leaves with a hollow-stemmed flower stalk that can grow 8-35 inches during
flowering and up to 5 feet during seed maturation. Flowering occurs March through
May and flowers are clustered (30-50) at the tip of the stem, in a bottlebrush shape.

Potentially, suitable habitat for this species was found within portions of wetland
areas. Although this plant was not observed at the proposed project site, it is the
opinion of CEC that the proposed project is not likely to adversely affect swamp
pink.

5.12 Rock Gnome Lichen

Federally listed as an endangered species, rock gnome lichen (Gymnoderma lineare)
occurs on rocks in areas of high humidity either at high elevations (usually vertical
cliff faces) or on boulders and large rock outcrops in deep river gorges at lower
elevations. Distinguishing characteristics include dense colonies of narrow (.04
inch) straps that are blue-grey on the upper surface and generally shiny-white on the
lower surface. Near the base they grade to black (the similar species of Squamulose
cladonias are never blackened toward the base). Fruiting bodies are borne at the tips
of the straps and are black (similar Cladonia species have brown or red fruiting
bodies). Flowering occurs July through September.

Suitable habitat for this species was not observed in the project area. Rock outcrops
do not exist on the project site. It is the opinion of CEC that the proposed project is
not likely to have any effect on the rock gnome lichen.

6.0 FINDINGS

During completion of the threatened and endangered species habitat assessments for the
project site, CEC observed potential suitable summer habitat for the Indiana bat and
Northern long-eared bat. Potential suitable habitat for the small whorled pogonia and
swamp pink was observed as well. A survey was conducted within these habitats to
determine the presence or absence of the threatened or endangered species. Potential
flora and fauna were identified to the taxonomic unit level necessary to determine if the
observed specimen was a protected species. No threatened or endangered species were
observed on the project site.

7.0 CONCLUSION AND RECOMMENDATIONS

It is the opinion of ClearWater Environmental Consultants, Inc. that potentially, suitable
habitat for threatened or endangered species may be present within portions of the project
boundary. However, no threatened or endangered species were observed during the
survey. As such, development of this project is not likely to adversely affect federally
threatened or endangered species. Because of the transitory nature of some of the listed
threatened and endangered species and the particular flower/fruiting periods of some
plants, it is possible that endangered species populations and locations may change over

14
time. Therefore, any potential findings at a later date should be fully investigated and
coordinated with appropriate agencies to prevent potential adverse impacts.
8.0 REFERENCES

Benyus, J.M. 1989. The field guide to wildlife habitats of the eastern United States.
Simon and Schuster Inc. New York, NY.

North Carolina Natural Heritage Program Online Data Search. Department of Natural and
Cultural Resources, Office of Land and Water Stewardship, Raleigh, NC;
accessed August 9, 2018.

NCWQ. North Carolina Department of Environment and Natural Resources. NC Surface
Water Classifications. 2018. https://ncdenr.maps.arcgis.com/apps/webappviewer/
index.html?id=6e125ad7628f494694e259c80dd64265; accessed August 16, 2018.

Radford, A.E., H.E. Ashles and C.R. Bell. 1964. Manual of the vascular flora of
the Carolinas. The University of North Carolina Press. Chapel Hill, NC.

United States Fish and Wildlife Service Division of Endangered Species. Species
accounts at http://www.fws.gov/endangered/raleigh/species/cntylist.html;
accessed August 9, 2018.

Figures 1-5

Sources: Esri, DeLorme, N AVTEQ, USGS, NRCAN, METI, iPC, TomTom
982 - Glen Cove ( +/- 164 AC)
Ü
0 1 20.5 Miles
Legend
Project Area
32 Clayton StreetAsheville, North Carolina 28801
Vicinity MapFigure 1Jackson Count y,North Carolina
Drawn by: AKT 6/20/2018; CEC Project# 982
Project Area
Copyright: © 2013 National Geographic Society
982 - Glen Cove ( +/- 164 AC)
Ü
0 500 1,0 00250Feet
Legend
Project Area
32 Clayton StreetAsheville, North Carolina 28801
USGS Topographic MapHighlands QuadFigure 2
Jackson Count y,North Carolina
Drawn by: AKT 6/20/2018; CEC Project# 982
Project Area
NCCGIA, Esri, HERE, Garmin, © OpenStreetMap contributors
982 - Glen Co ve ( +/- 164 AC)
Ü
0 1,000 2,000500
Fe et
Legend
Project Area
32 Clayton StreetAsheville, North Carolina 28801
Aerial PhotographyNCCGIA (2015)Figure 3
Jackson County,North Carolina
Drawn by: AKT 6.20.2018; Project# 982
PwE
CuD
EdE CuC
NkA
EdD
NkA
CuC
PwD
TwC
TwC
CuC
EdC
EdF
EdE
EdD
CuD
EdE
PwEEdD
WtBEdCEdC
EdE
PwE
TwC
EdD
RkF
W
EdC
EdC
TwC
TwC
NCCGIA
982 - Glen Cove ( +/- 164 AC)
Ü
0 500 1,0 00250Feet
Legend
Project Area
Soils
CuC Cullasaja-Tuckasegee com plex
CuD Cullasaja-Tuckasegee com plex
EdC Edneyville-Chestnut com plex
EdD Edneyville-Chestnut com plex
EdE Edneyville-Chestnut com plex
EdF Edneyville-Chestnut com plex
NkA Nikwasi fine sandy loam
PwD Plott fine sandy loam
PwE Plott fine sandy loam
RkF Rock outcrop-Cleveland com plex
TwC Tuckasegee-Whiteside com plex
W - Water
WtB - Whiteside-Tuckasegee com plex
32 Clayton StreetAsheville, North Carolina 28801
USDA Soils MapFigure 4Jackson Count y,North Carolina
Drawn by: AKT 6/20/2018; CEC Project# 982
Project Area
982 - Glen Cove (+/- 164 AC)
Ü
0 1,000 2,000500Feet
32 Clayton StreetAsheville, North Carolina 28801
Stream and WetlandDelineation MapDelineated 6/26 - 7/5, 2018Figure 5
Jackson County,North Carolina
Drawn by: BWY 7.9.18; CEC Project# 982Updated: 8.16.18
Lege nd
Sheets
Project Boundary
Sheet 1
Sheet 2
Jurisdictional wetlands and waters identified on this map have been located withinsub-meter accuracy utilizing a Trimble mapping grade Global Positioning System(GPS) and the subsequent differential correction of that data. GPS points maydemonstrate uncorrectable errors due to topography, vegetative cover, and/ormultipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areashave been flagged in the field; however, they have not been surveyed. AlthoughClearWater Environmental Consultants, Inc. (CEC) is confident in our assessment,the US Army Corps of Engineers (Corps) is the only agency that can make finaldecisions regarding jurisdictional wetland and waters of the US delineations.Therefore, all preliminary determinations are subject to change until writtenverification is obtained. CEC strongly recommends that written verification beobtained from the Corps prior to closing on the property, beginning any site work,or making any legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at thetime of production. This map is for informational purposes only and should not beused to determine precise boundaries, roadways, property boundary lines, norlegal descriptions. This map shall not be construed to be an official survey of anydata depicted.
Source Data: Topo - Jackson CountyProject Boundary - LandWorks Engineering
W etlan d (A C)
W 1 0.208 S1 1892 S14 494 OW 1 0.319
W 2 0.015 S2 361 S15 678 OW 2 0.163
W 3 0.054 S3 68 S16 818 OW 4 0.103
W 4 0.409 S4 222 S17 184
W 5 0.005 S5 396 S18 866
W 6 0.007 S6 33 S19 114
W 7 0.037 S7 2619 S20 1614
W 8 0.006 S8 104 S21 2101
W 9 0.012 S9 206 S22 286
W 10 0.046 S10 194 S23 130
W 11 0.004 S11 83 S24 190
W 12 0.005 S12 273 S25 418
W 13 0.002 S13 223
Total 0 .8 1 0 Total Total 0 .5 8 5
Potentially J uris dicti onal Water
Open W ater (A C)Stream (LF)
1 4 ,5 6 7
982 - Glen Cove (+/- 164 AC)
^_
^_
^_
^_
^_
^_^_
^_
W4
W1
W7
W3
W2
W6
W8
W5W9
OW1
OW2
OW4
S5
S7
S1S1
2
S
2
S14 S9S4S5
S
1
3
S16
S8
S3
S1
0
S11
S6
Ü 0 500 1,000250Feet
32 Clayton StreetAsheville, North Carolina 28801
Stream and WetlandDelineation MapDelineated 6/26 - 7/5, 2018Figure 5, Sheet 1
Jackson County,North Carolina
Drawn by: BWY 7.9.18; CEC Project# 982Updated: 8.16.18
Legend
^_Data Form
Culvert
Open Water
Stream
Project Boundary
Linear Wetland
Wetland
Contours (4ft)
Jurisdictional wetlands and waters identified on this map have been located within sub-meter accuracy utilizing a Trimble mapping grade Global Positioning System (GPS) and the subsequent differential correction of thatdata. GPS points may demonstrate uncorrectable errors due to topography, vegetative cover, and/or multipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areas have been flagged in the field; however, they have not been surveyed. Although ClearWater Environmental Consultants, Inc. (CEC) isconfident in our assessment, the US Army Corps of Engineers (Corps) is the only agency that can make final decisions regarding jurisdictional wetland and waters of the US delineations. Therefore, all preliminarydeterminations are subject to change until written verification is obtained. CEC strongly recommends that written verification be obtained from the Corps prior to closing on the property, beginning any site work, or makingany legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at the time of production. This map is for informational purposes only and should not be used to determine precise boundaries, roadways,property boundary lines, nor legal descriptions. This map shall not be construed to be an official survey of any data depicted.
Source Data: Topo - Jackson CountyProject Boundary - LandWorks Engineering
Wetland (AC)
W1 0.208 S1 1892 S14 494 OW1 0.319
W2 0.015 S2 361 S15 678 OW2 0.163
W3 0.054 S3 68 S16 818 OW4 0.103
W4 0.409 S4 222 S17 184
W5 0.005 S5 396 S18 866
W6 0.007 S6 33 S19 114
W7 0.037 S7 2619 S20 1614
W8 0.006 S8 104 S21 2101
W9 0.012 S9 206 S22 286
W10 0.046 S10 194 S23 130
W11 0.004 S11 83 S24 190
W12 0.005 S12 273 S25 418
W13 0.002 S13 223
Total 0.810 Total Total 0.585
Potentially Jurisdictional Water
Open Water (AC)Stream (LF)
14,567
W10
W11
W12
W13
S20
S21
S18
S15
S20 S16
S25 S21 S22 S18
S24S17
S16
S19
S23
S15
S21982 - Glen Cove (+/- 164 AC)
Ü
0 500 1,000250Feet
Legend
Project Boundary
Culvert
Stream
Linear Wetland
Wetland
Open Water
Contours (4ft)
32 Clayton StreetAsheville, North Carolina 28801
Stream and WetlandDelineation MapDelineated 6/26 - 7/5, 2018Figure 5, Sheet 2
Jackson County,North Carolina
Drawn by: BWY 7.9.18; CEC Project# 982Updated: 8.16.18
Jurisdictional wetlands and waters identified on this map have been located within sub-meter accuracy utilizing a Trimblemapping grade Global Positioning System (GPS) and the subsequent differential correction of that data. GPS points maydemonstrate uncorrectable errors due to topography, vegetative cover, and/or multipath signal error.
Note: The illustrated wetland and stream locations are approximate. These areas have been flagged in the field;however, they have not been surveyed. Although ClearWater Environmental Consultants, Inc. (CEC) is confident in ourassessment, the US Army Corps of Engineers (Corps) is the only agency that can make final decisions regardingjurisdictional wetland and waters of the US delineations. Therefore, all preliminary determinations are subject to changeuntil written verification is obtained. CEC strongly recommends that written verification be obtained from the Corps priorto closing on the property, beginning any site work, or making any legal reliance on this determination.
This map was prepared by CEC using the best information available to CEC at the time of production. This map is forinformational purposes only and should not be used to determine precise boundaries, roadways, property boundary lines,nor legal descriptions. This map shall not be construed to be an official survey of any data depicted.
Source Data: Topo - Jackson CountyProject Boundary - LandWorks Engineering
Wetland (AC)
W1 0.208 S1 1892 S14 494 OW1 0.319
W2 0.015 S2 361 S15 678 OW2 0.163
W3 0.054 S3 68 S16 818 OW4 0.103
W4 0.409 S4 222 S17 184
W5 0.005 S5 396 S18 866
W6 0.007 S6 33 S19 114
W7 0.037 S7 2619 S20 1614
W8 0.006 S8 104 S21 2101
W9 0.012 S9 206 S22 286
W10 0.046 S10 194 S23 130
W11 0.004 S11 83 S24 190
W12 0.005 S12 273 S25 418
W13 0.002 S13 223
Total 0.810 Total Total 0.585
Potentially Jurisdictional Water
Open Water (AC)Stream (LF)
14,567
Appendix A

Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
U.S. Fish & Wildlife Service
Endangered Species, Threatened Species,Federal Species of Concern, and
Candidate Species,
Jackson County, North Carolina
Updated: 06-27-2018
Critical Habitat Designations:
Appalachian elktoe - Alasmidonta raveneliana - The main stem of the Tuckasegee River (Little Tennessee River
system), from the N.C. State Route 1002 Bridge in Cullowhee, Jackson County, North Carolina, downstream to the N.C.
Highway 19 Bridge, north of Bryson City, Swain County, North Carolina. Within these areas, the primary constituent
elements include: (i) Permanent, flowing, cool, clean water; (ii)Geomorphically stable stream channels and banks;
(iii)Pool, riffle, and run sequences within the channel; (iv)Stable sand, gravel, cobble, boulder, and bedrock substrates
with no more than low amounts of fine sediment; (v)Moderate to high stream gradient; (vi)Periodic natural flooding;
and (vii)Fish hosts, with adequate living, foraging, and spawning areas for them.
Federal Register Reference: September 27, 2002, Federal Register, 67:61016-61040.
Common Name
Vertebrate:
Appalachian Bewick's wren
Bog turtle
Carolina nojjhern flyingsquirrel
Eastern small -footed bat
Gray bat
Green salamander
Hellbender
Indiana bat
Northern long-eared bat
Northern pine snake
Scientific name
Federal
Record Status
Status
Thryomanes bewickii altus
FSC
Historic
Glyptemys muhlenbergii
T (S/A)
Probable/potential
Glaucomys sabrinus coloratus
E
Current
Myons leibii
ARS
Current
Myotis grisescens
E
Probably/Potential
Aneides aeneus
ARS
Current
Cryptobranchus alleganiensis
ARS
Current
Myotis sodalis
E
Current
Myotis septentrionalis
T
Current
Pituophis melanoleucus
FSC
Current
melanoleucus
https://www.fws.gov/raleigh/species/cntylist/jackson.htm][8/9/2018 8:10:28 AM]

Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Northern saw-whet owl (Southern
Aegolius acadicus pop. 1
FSC
Current
Appalachian population)
Olive darter
Percina squamata
FSC
Current
Pygmy salamander
Desmognathus wrighti
FSC
Current
Red crossbill (Southern Appalachian) Loxia curvirostra
FSC
Current
Sicklefin redhorse
Moxostoma sp. 2
C
Current
Smoky dace
Clinostomus funduloides ssp.
FSC
Current
Southern Appalachian black-capped
Poecile atricapillus practices
FSC
Current
chickadee
Yellow-bellied sapsucker (Southern
Sphyrapicus varius appalachiensis
FSC
Current
Appalachian population)
wounded darter
Etheostoma vulneratum
FSC
Current
Invertebrate:
Appalachian elktog
Alasmidonta raveneliana
E
Current
French Broad crayfish
Cambarus reburrus
FSC
Current
Rusty-patched bumble bee
Bombus aff anis
E
Historic
Southern Tawny Crescent butterfly
Phyciodes batesii maconensis
FSC
Current
Spruce-fir moss spider
Microhexura montivaga
E
Current
a harvestman
Fumontana deprehendor
FSC
Current
Vascular Plant:
Butternut
Juglans cinerea
FSC
Current
Balsam Mountain Gentian
Gentiana latidens
FSC
Current
Balsam Mountain Hawthorn
Crataegus oreophda
FSC
Current
Divided-leaf Ragwort
Packera millefolium
FSC
Current
Fraser fir
Ahies fraseri
FSC
Current
Fraser's loosestrife
Lysimachia fraseri
FSC
Current
Gorge filmy fern
Hymenophyllum tayloriae
FSC
Current
Granite dome goldenrod
Solidago simulans
FSC
Current
Lobed Barren-strawberry
Geum lobatum
FSC
Historic
Mountain Thaspium
Thaspium pinnatifidum
FSC
Historic
Radford's sedge
Carex radfordii
FSC
Current
Small whorled pogonia
Isotria medeoloides
T
Current
Southern Oconee-bells
Shortia galacifolia var, galacifolia
FSC
Historic
Swamp pink
Helonias bullata
T
Current
Southern appalachian purple
Sarracenia purpurea var. montana
ARS
Current
pitcherplant
Smoky Mountain Mannagrass
Glyceria nuhigena
FSC
Current
Torrey's Mountain-mint
Pycnanthemum torrei
FSC
Historic
Nonvascular Plant:
a liverwort
Plagiochila cuduciloba
FSC
Current
a liverwort
Plagiochila sharpii
ARS
Current
a liverwort
Plagiochila sullivantii var. spinigera
FSC
Historic
a liverwort
Plagiochila sullivantii var. sullivantii
FSC
Historic
a liverwort
Plagiochila virginica var. caroliniana
FSC
Historic
a liverwort
Sphenolobopsis pearsonii
FSC
Current
https://www.fws.gov/raleigh/species/entylist/jackson.httnl[8/9/2018 8:10:28 AM]

Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Appalachian Pocket Moss Fissidens appalachensis ARS Current
Lichen:
Dock g ome lichen Gymnoderma lineare E Current
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a significant
portion of its range."
C = candidate. A taxon under consideration for official Iisting for which there is sufficient information to support listing.
(Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
ARS = At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered Species
Act. Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species; although a
Conference, as described under Section 7(a)(4) of the ESA is recommended for actions affecting species proposed for
listing.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered Species Act. In
North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife Service (Service) define Federal
Species of Concern as those species that appear to be in decline or otherwise in need of conservation and are under
consideration for listing or for which there is insufficient information to support listing at this time. Subsumed under the
term "FSC" are all species petitioned by outside parties and other selected focal species identified in Service strategic
plans, State Wildlife Action Plans, or Natural Heritage Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance with
another listed species and is listed for its protection. Taxa listed as T(S/A) are not biologically endangered or threatened
and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential). Experimental,
nonessential populations of endangered species (e.g., red wolf) are treated as threatened species on public land, for
consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or "PT", respectively.
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and removed (de -listed)
from the Federal List of Threatened and Endangered wildlife. This delisting took effect August 8,2007. After delisting,
the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C. 668-668d) becomes the primary law protecting bald
eagles. The Eagle Act prohibits take of bald and golden eagles and provides a statutory definition of "take" that includes
"disturb". The USFWS has developed National Bald Eagle Management Guidelines to provide guidance to land
managers, landowners, and others as to how to avoid disturbing bald eagles. For mor information, visit
:// fws- goy/migratolabirds/baldeagle,htm
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from New York
south to Maryland) was listed as T (threatened), and the southern population (from Virginia south to Georgia) was listed
as T(S/A) (threatened due to similarity of appearance). The T(S/A) designation bans the collection and interstate and
international commercial trade of bog turtles from the southern population. The T(S/A) designation has no effect on
land management activities by private landowners in North Carolina, part of the southern population of the species. In
addition to its official status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the bog
turtle as a Federal species of concern due to habitat loss.
Definitioni of Record Statusm
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
https://www.fws.gov/sleigh/species/cntylist/jackson.html[8/9/2018 8:10:28 AM]

Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of known records (in
adjacent counties), the presence of potentially suitable habitat, or both,
https://www.fws.gov/mleigh/species/cntylist/jackson.html[8/9/2018 8:10:28 AM]

.
Northern Long -Eared Bat Consultalion Areas
Jackson County
North Carolina County Boundary
Watersheds with Known NLEB Maternity Trees or Hibernation Sites
If your project falls within
the red areas identified in
Jackson County, please
contact the USFWS
Asheville Field Office,
0 5 Was
I 1 USFWS Ecological Services
HT1 Asheville, North Carolina
0 5 Kilometers Map Date: 213/2016
TN
G�1
NC

�N
North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
{Governor Roy Cooper Secretary Sust H_ Hamilton
August 2, 2018
Alea Tuttle
ClearWater Environmental Consultants
32 Clayton Street
Asheville, NC 28801
RE: Glen Cove; 982
Dear Alea Tuttle:
N CN H DE -6603
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project boundary. These
results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists. Tables of
natural areas and conservation/managed areas within a one -mile radius of the project area, if any, are also
included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile radius of the
project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for guidance.
Contact information for USFWS offices in North Carolina is found here:
htt s: ov/ofF o ListOffic e= 7.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund easement, or an
occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butier _ ncdcr.gov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone] LOCATION:
1651 Mail Service Center w w ncnhp.org 121 West Jones Street
Raleigh, NC 276994651 Raleigh, NC 276M

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Glen Cove
Project No. 982
August 2, 2098
NCNHDE-6603
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the NCNHP database
does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that the area has not been surveyed. The
use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project area contains suitable habitat for rare species. If rare
species are found, the NCNHP would appreciate receiving this information so that we may update our database.
Natural Areas Documented Within Project Area
Site N>#rrte - -�.. _
1rT �. @6F ..
Cole Mountain/Shortoff Mountain R3 (High) C4 (Moderate)
Managed Areas Documented Within Project Area
Mara .-biglw F
Nantahaia National Forest - Nantahala Ranger District LIS Forest Service Federal
_Highlands -Cashiers Land Trust Easement Highlands -Cashiers Land Trust Private
NOTE: If the proposed project intersects with a conservatiWManaged area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve (DNP), Registered Natural
Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at hltR� 11Lr�pttde natureserve lcontentrhel query generated on August 2, 2018; source: NCNHP, Q3 July 2018. Please resubmit your
information request if more than one year elapsesadded
_ help. Data b
before project initiation as new information is continually added to the NCNHP database.
Page 2 of 5

Impoundment (Montane
Marsh Subtype)
Natural 12089 Swamp Forest -Bog 1994-05 BC 3 -Medium
Community Complex (Typic Subtype) -- G2 S2
Reptile 17709 Crotalus horridus Timber Rattlesnake 1961-08-12 H 4 -Low
--- Special G4 S3
Concern
Page 3 of 5
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Glen Cove
Project No. 982
August 2, 2018
NCN H DE-6603
Element Occurrences Documented Within a One-mile Radius of the Project Area
"axonal tc
MIS
im
� t
Group
Observation Occurrence
Status
Status
Rank
Rank!,.
Dragonfly or
33445
Calopteryx ameta Superb Jewelwing
Date
2004-Pre
Rank
H?
5-Very --
Significantly
Damselfly
G4
S1 S2
Dragonfly or
33722
Somatochlora elongata Ski-tipped Emerald
2004-Pre
H?
Low
5-Very
Rare
Significantly
Damselfly
--
G5
S2S3
Dragonfly or
33784
Stylurus scudded Zebra Clubtail
2004-Pre
H?
Low
5-Very
Rare
Significantly
Damselfly
G4G5
S2?
Mass
12338
S lachnum
P Southern Dung Moss
1949-06-08
H
Low
4-Low
Rare
pennsylvanicum
--
Significantly
G4?
SH
Natural
3099
Acidic Cove Forest (Typic--
2010
B
Rare Other
Community
Subtype)
3-Medium ---
--
G5
S4
Natural
Community
3978
Chestnut Oak Forest —
(Mesic Subtype)
2010
A
3-Medium --'
--
G4
S3S4
Natural
Community
6267
High Elevation Granitic
Dome
1992-06-29
B
3-Medium ---
G2G3
S3
Natural
Community
787
High Elevation Red Oak ---
Forest (Stunted
2010
B?
3-Medium
G2
S2
Woodland Subtype)
Natural
17738
Montane Oak--Hickory --
2010
A
4-Low
Community
Forest (Acidic Subtype)
--
---
G4G5
S4S5
Natural
Community
7855
Montane Oak-Hickory ---
Forest (Acidic Subtype)
2010
B
3-Medium -'-
--
G4G5
S4S5
Natural
Community
6439
PiedmonVMountain -s
Semipermanent
1999-08-23
B
3-Medium ---
-
G3
S3S4
Impoundment (Montane
Marsh Subtype)
Natural 12089 Swamp Forest -Bog 1994-05 BC 3 -Medium
Community Complex (Typic Subtype) -- G2 S2
Reptile 17709 Crotalus horridus Timber Rattlesnake 1961-08-12 H 4 -Low
--- Special G4 S3
Concern
Page 3 of 5

Element Occurrences Documented Within a One-mile Radius of the Project Area
i'axo�rriittl� �$ �8ht�� -
Qroup
Observation
Date
Vascular Plant 8507 Aconitum reclinatum Trailing Wolfsbane 1982
,-��.
Efnrrters# L
Occurrence
Rank
H 4-Low
i Stato
Status Status
-- Significantly
_
Gl V.
Rank Rank`
G3 S3
Rare
Vascular Plant 29354 Corallorhiza maculata
var. maculata
Vascular Plant 14733 Dactylorhiza viridis
Vascular Plant 9551 Gentianopsis crinita
Vascular Plant 6486 Glyceria laxa
Spotted Coralroot
Long-bracted Frog Orchid
Fringed Gentian
Lax Mannagrass
1976-08-15
1893-05-14
1968-Pre
1945-08-12
H
H
H
H
3-MediumThroughout
4-Low,
5-VeryEndangered
Low
3-Medium
-- Significantly
Rare Peripheral
-- Threatened
-- Significantly
G5T5 Si
G5T5 S1
G5 S1
G5 S2
Vascular Plant 23934 Hackelia virginiana
Vascular Plant 18769 Rhododendron vaseyi
Virginia Stickseed
Pink-shell Azalea
1968-PreH
1932-08-27
H
5-Very
Low
3-Medium
Rare Peripheral
-•- Significantly
Rare Peripheral
--- Significantly
G5 S2
G3 S3
Vascular Plant 12069 Robinia hartwigii
Hartweg's Locust
1982-08-14
H
3-Medium
Rare Limited
-- Significantly
G3T2 S1 S2
Rare Limited
Natural Areas Documented Within a One-mile Radius of the Project Area
Grassy Camp Creek Flats
Cale Mountain/Shortoff Mountain
Yellow Mountain/Blackrock Mountain
R5 (General)
R3 (High)
R5 (General)
C5 (General)
C4 (Moderate)
C4 (Moderate)
Managed Areas Documented Within a One-mile Radius of the Project Area
Nantahala National Forest - Nantahala Ranger District US Forest Service
Highlands-Cashiers Land Trust Easement Highlands-Cashiers Land Trust
Highlands-Cashiers Land Trust Preserve Highlands-Cashiers Land Trust
Federal
Private
Private
Definitions and an explanation of status designations and codes can be found at . Data query generated on August 2, 2018; source: NCNHP, Gia duly 2018. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 4 of 5

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Attachment A

Jackson County, NC Detailed Tax Parcels Report Thursday, July 12, 201 S
vn'ovl L.
IKl KCAL tblAlt NL LLC
Owner 2:
Physical Address:
2502 NORTON RD
Property Description:
TR 1,3,4 BURT FARM
Account Number:
164826
PIN:
7552-63-6965
Mailing Addressl:
3473 SATELLITE BLVD STE 211
Mailing Address2:
City State:
DULUTH GA
Zip Code:
30096
Deed Reference:
2208/891
Deed Date:
2018-03-01 00:00:00.0
Sales Price:
$3,750,000.00
Assessed Acreage:
131.31
Map Sheet:
7552.03
Plat Reference:
19/762
Fire District:
CASHIERS 6 MI
Appraisal Neighborhood:
YELLOW MOUNTAIN
Neighborhood Code:
15083
Township:
HAMBURG
Township Code:
15
Total Building Value:
$680,700.00
Land Value:
$2,776,020.00
total Value:
$3,456,720.00

Jackson County, NC Detailed Tax Parcels Report Thursday, Judy 12, 2018
�•• -
I M KCAL t� 19 l t NL LLL
Owner 2:
Physical Address:
LT 10 WILD TURKEY RD
Property Description:
LT 10 OFF SR 1143
Account Number:
164826
PIN:
7552-31-4764
Mailing Addressl:
3473 SATELLITE BLVD STE 211
Mailing Address2:
City State:
DULUTH GA
Zip Code:
30096
Deed Reference:
2208/906
Deed Date:
2018-03-0100:00:130.0
Sales Price:
$377,000.00
Assessed Acreage:
13.17
Map Sheet:
7552.03
Plat Reference:
8/395
Fire District:
CASHIERS 6 MI
Appraisal Neighborhood:
YELLOW MOUNTAIN
Neighborhood Code:
15083
Township:
HAMBURG
Township Code:
15
Total Building Value:
$0.00
Land Value:
$236,960.00
Total Value:
$236,960.00

Jackson County, NC Detailed Tax Parcels Report 'Thursday, July 12, 2018
Owner 2:
Physical Address:
LT 12 WILD TURKEY RD
Property Description:
LT 12 OFF SR 1143
Account Number:
164826
PIN:
7552-21-7005
Mailing Addressi:
3473 SATELLITE BLVD STE 211
Mailing Address2:
City State;
DULUTH GA
Zip Code;
30096
Deed Reference:
2208/906
Deed Date:
2018-03-01 00:00:00.0
Sales Price:
$377,000.00
Assessed Acreage:
16.00
Map Sheet:
7552.03
Plat Reference:
8/395
Fire District:
CASHIERS 6 MI
Appraisal Neighborhood:
YELLOW MOUNTAIN
Neighborhood Code:
15083
sownship;
HAMBURG
4-ownship Code;
15
i'otal Building Value:
$0.00
_and Value:
$282,010.00
r'otal Value:
$282,010.00

Attachment B
PCN — Continued

B. Project Information and Prior Project History
3e. Describe the overall project in detail, including the type of equipment to be used:
The project includes the construction of a residential community and 12 -hole par 3 golf course with practice
facility and an approximately 1.5 -acre offline irrigation lake. The subdivision plan provides 17 (5 Acre
minimum) single family lots and one (66 Acre) common open space Lot 18 utilized for amenities and up
to 34 single family cottages (with condominium style footprint ownership) scattered throughout the
property. Additional on-site amenities include fishing, canoeing hiking, pool, tennis, playground, pickle
ball courts and playground.
Subdivision roads will be built and include 6 bridges and 2 culvert crossings. Installation of these culverts
will be constructed in -the -dry (Figure Dl).
The applicant is proposing to construct an off-line irrigation lake (Figure EX -10). The surface area of the
irrigation lake is approximately 1.56 acres with a volume of 432,128.52 cubic feet or 9.92 ac. -ft. The water
withdrawal intake structure is located just above the confluence of Shortoff and Grassy Camp Creek before
the existing 72 -inch CMP culvert. Shortoff has a mean annual flow of 3.72 cfs with a 7Q10 of 0.58 cfs.
Grassy Camp has a mean annual flow of 2.85 cfs with a 7Q 10 of 0.45 cfs. The combined creek base flow
at the confluence is 6.57 cfs (4,246,302 mgd.) with a 7Q10 of 1.04 cfs (672,170 mgd).
The maximum irrigation demand from this pond will be 250,000 gallons per day during the initial "grow -
in" period following construction. To meet the maximum irrigation demand anticipated to be 250,000 gpd
during the 2 month "grow in" of the Par -3 Golf Course it may not be possible to withdraw supplemental
irrigation water below 20% of the 7Q 10 rate of 134,443 gallons. However, after the golf course grassing
is established, the irrigation rate will be reduced to approximately 125,000 gpd. This would meet the
condition of withdrawing less than 20% of the 7Q10 flow. Note:.Excess Irrigation water drawn from the
creek into the irrigation lake discharges and returns into Grassy Camp Creek below the lake. The 2'x2'
Intake structure and grate is located on the edge of the stream. Figure D3 shows the stream elevation during
the 7Q10 flow. This elevation is calculated as 3671.00'. A float switch device will be incorporated within
the pump manhole and will shut off the Lake inflow pump when the water elevation in the intake manhole
drops to the 7Q10 elevation. During an extended drought period (when the applicant is unable to draw
irrigation water out of Shortoff Creek) only critical areas (greens and tees) on the Par 3 golf course will be
irrigated. This includes shutting down the automated irrigation system and only hand watering will be
performed to keep critical areas grassed.
The lake will discharge at a constant rate of 0.78 cfs which will exit the structures perimeter at a depth of
1.2". The velocity of discharge in a two -foot wide overland flow through the buffer will be at a maximum
of 1.53 ftls. This is a non-erosive velocity through the vegetated sandy loam soil buffer. In high precipitation
storm events the emergency grass spillway will discharge over a 240' grass weir in a non-erosive velocity.
A second off-line pond is located on the 8th golf hole (Sheet EX6). This pond has a surface area of 0.153
acre. There are no stream or wetland impacts associated with is pond. This pond on the golf course is filled
by the golf course irrigation line on a float switch to full pond. The pond will only discharge when the
pond is over filled by rainfall/runoff. The drainage area to this pond is 1.07 acres. In a 10 -yr storm event
the pond discharge will be 2.2 cfs with a depth of 2.4" and a velocity of 2.16 Ells in a 2' wide overland flow
rate through the grass buffer. This is also a non-erosive velocity. The 10 -yr storm is what is used for Storm
Drainage design in Jackson county. In higher precipitation storm events water will discharge over the 30'
wide grass emergency spillway in a non-erosive velocity.
Page 1 of 3

Temporary impacts for utilities such as water and sewer crossing will be constructed in -the -dry (Figures
D1 D2) would
be required
as well. A plan showing further
detail is included as Figures EX1 -EX 11.
Typical construction equipment (bulldozers, backhoes, etc.) will be used on site.
C. Proposed Impacts Inventory
3. Stream Impacts
3c.
3d.
3e.
3f.
3g.
act
Typeof
Stream name
Perennial
Type of
Average
Impact
La.3b.
impact
(PER) or
jurisdiction
stream
length(P)
or
intermittent
width
(linear
(INT)?
feet
feet
S1 Permanent
Culvert
518 (UT Shortoff
PER
Corps 1 DWQ
4
20
Creek
S2 Permanent
Culvert
S9 (UT Shortoff
INT
Corps / DWQ
3
51
Creek
53 Permanent
Culvert
S9 (UT Shortoff
INT
Corps / DWQ
3
41
Creek
S4 Permanent
Culvert
S12(UT Shortoff
PER
Corps / DWQ
4
25
Creek
S5 Permanent
Lake
Sl (Shortoff Creek)
PER
Corps 1 DWQ
12
4
Intake
U1 Temporary
S21 (UT Shortoff
INT
Corps / DWQ
3
15
Crossing
Creek
U2 Temporary
S21 (UT Shortoff
INT
Corps / DWQ
3
15
n
Creek
U3 Temporary
JoSwer
S24 (UT Shortoff
PER
Corps / DWQ
5
15
n
Creek
U4 Temporary
S24 (UT Shortoff
PER
Corps / DWQ
5
15
e
Creek
U5 Temporary
Water
S20 (UT Shortoff
PER
Corps / DWQ
5
CrossingCreek
:15:�
U6 Temporary
Sewer
S20 (UT Shortoff
PER
Corps / DWQ
5
15
Crossing
Creek
U7 Temporary
Water
S14 (UT Shortoff
PER
Corps / DWQ
2
15
Crossing
Creek
US Temporary
Sewer
S7 (UT Shortoff
PER
Corps / DWQ
2
15
Crossing
Creek
U9 Temporary
Water
S10 (UT Shortoff
INT
Corps / DWQ
6
15
Crossing
Creek
S10 Temporary
Sewer
S7 (UT Shortoff
PER
Corps / DWQ
6
15
crossingCreek
Sll Temporary
Sewer
S7 (UT Shortoff
PER
Corps / DWQ
6
15
Crossing
Creek
S12 Temporary
Sewer
Sl (Shortoff Creek)
PER
Corps / DWQ
S
15
Croasin
513 Temporary
Sewer
S5 (UT Shortoff
INT
Corps /DWQ
1
15
Cross]
Creek
3h. Total stream and tributary
impacts 336 LF
Page 2 of 3

F. Supplementary information
7b. What data sources did you use to determine whether your site would impact historic or
archeological resources?
National Register of Historic Places records maintained by the NC State Historic Preservation
Office (SHPO) and available on SHPO's HPOWEB GIS Service. The James Madison Zachary
House and James M. Zachary Cabin (JK0366) are located on the property. They are listed as
Surveyed Only". The James Madison Zachary House and James M. Zachary Cabin (JK0366)
will be maintained and kept in place. It is the opinion of CEC that this project will not impact any
historic or archeological resources.
The following additional listings were found within a 0.5 mile buffer from the project boundary.
JK0365 : James Woodfm Watson House — Status: SL
JK0474 : Pearl Zachary Henion House -- Status: Surveyed Only
JK0475 : House — Status: Surveyed Only
JK0488 : Hunter House -- Status: Surveyed Only
JK0491 :Moss House —Status: Surveyed Only
JK0506 : Fox -Coward House — Status: Surveyed Only
JK0489 : Earnest and Hazel Potts House — Status: Surveyed Only
Page 3 of 3

Attachment C
JD Verification

U.S. ARMY CORPS OF ENGMERS
WHAdINGTON DISTRICT
Action ID: SAW -2018-01579 County: Jackson U.S.G.S. Quad: Highlands
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: TRI Real Estate of NC Atte. Richard Delan
Address: P.O. Boz 2130
Hfi hlands. NC 28741
Telephone Number: 8n421-0196�
Size (acres): 160.48 Nearest Town: Casibers
Nearest Waterway: UTs Shortoff Creek, Shortoff Creek.
1M Grmv Cam Cree Grawy
CampCreek Coordinates: 35.11636N 83.x6683 W
River Basin/ HUC: Tuckaseree (06010203]
Location description: The project site is located on a tract of land INs 9 755"1-4764, and 7552 21-
00 a Road and 10 and 12 Wild Turke Road in the Norton community of Jackson Cour
gL
North Carolina.
Indicate Which_ of the Following ARDIv:
A. Pmfininary Determination
X There are waters, including wetlands, on the above described property, that may be subject to Section 404 ofthe Clean
Water Act (CWAx33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat
all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminaryjurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determinatlomis merely
an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands, at the project area,
which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have
the waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the
Corps.
B. Approved Determination
Than are Navigable Waters of the United States within the above described property subject to the permit requirements
of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33
USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
There are waters ofthe U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 ofthe Clean Water Act (CWA)(33 USC § I344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We recommend you have the waters ofthe U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation
that can be verified by the Corps.

The waters of tine U.S. including wetlands on your project ansa have been delineated and the delineation has beau
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Oficial identified below on Unless there is a change in the law or our published
regulations, this determination may be relied upon far a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
Permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management to determine their requirements,
Placement of dredged or lull material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the CIean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department ofthe
Army permit may constitute a violation of sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
You have any questions regarding this determination and/or the Corps regulatory program, please contact David Brown at
828-271-7980, ext. 4232 or [e-mail].
C. Basis for Determination:
See attached preliminary jurisdictional determination form.
A Remarks:
The potential waters of the U.S., at this Site, were verified an -site by the Coups on August 15, 2018, and are as
approximately depicted on the attached Stream and Wetland Delineation Map, Figure 5, Sheets 1 mrd 2, submitted by
Clearwater Environmental Consultants, Inc
X Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
Provisions of the Food Security Act of 1985. Ifyou or your tenant are USDA Program participants, or anticipate
participation in USDA programs, you should request a certified wetland determination from the local office ofthe
Natural Resources Conservation Service, prior to starting work,
F. Appeals InfOrMation (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to
this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you
t and request far appeal (RFA) form
will find a Notification oFAppesI Process (NAP) fact shee1f you request to appeal
this determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Df:ncer
60 Forsyth Street SW, Room I OMI S
Atlanta, Georgia 30303.8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria
for appeal under 33 CFR part 33 1.5, and that it has bow received by the Division Office within 60 days of the date of the
NAP. Should you decide to submit an RFA farm, it must be received at the above address by, NIA (Preliminary -JD).
"It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Oifit ' .
David Brown
Issue Date of JD: September S. 2418 Expiration Date: N/A Preliminary JD
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue
to do so, please complete our Customer Satisfaction Survey, located online at
:/fc sma .usace.arm .mil/cm a ex/fi 136:4:0.
Copy furnished:
C1earWater Environmental Consultants, Inc., Chelsea Blakely, 32 Clayton Street, Asheville, NC 28841