20231440 Ver 1_RVC_PCN_10.23.23_20231023

CLearWaLer
An EnviroScience Company
C1earWater Environmental Consultants, Inc
www.cwenv.com
October 23, 2023
Mr. Mitchell Anderson Ms. Stephanie Goss
US Army Corps of Engineers NC DWR, 401 Permitting & Buffer Unit
Asheville Regulatory Field Office 512 N. Salisbury Street, 9th Floor
151 Patton Avenue, Room 208 Raleigh, North Carolina 27604
Asheville, North Carolina 28801
RE: Mountain Springs RVC (+/- 55.6 Ac)
Nationwide Permit 58, PJD, and Individual Water Quality Certification Request
Buncombe County, North Carolina
Dear Mr. Anderson and Ms. Goss,
The attached Pre -Construction Notification (PCN) and Preliminary Jurisdictional Determination
(PJD) request is being submitted on behalf of Mountain Springs RVC; represented by Matt
Uselton. The project site is approximately 55.6-acres and is comprised of Buncombe County
parcels 868597437500000, 868597941200000, 869505486500000. The site is located off
Emmas Cove Road, Candler in Buncombe County, North Carolina (35.497760,-82.730592). The
primary stream bisecting this site is South Hominy Creek (Class C; Tr).
The current applicant is seeking a Nationwide Permit 58, a PJD, and an Individual Water
Quality Permit for wetland and stream impacts associated with the installation of a sewer line
(via trenching), the installation of one culvert for sewer line maintenance access, and the
construction of a gravel path to access upland septic and drip fields.
Please do not hesitate to contact me at 828-698-9800 if you have any questions regarding the
attached application and supplemental information. A copy of this application has been sent via
email to Mr. Andrew Moore, NC Division of Water Resources (Asheville Office), Mr. Byron
Hamstead, US Fish & Wildlife Service (Asheville Office), and Ms. Andrea Leslie, NC Wildlife
Resources Commission.
Sincerely,
Emily Tarsa R. Clement Riddle
Biologist Senior Scientist
Copy issued:
NCDEQ Division of Water Resources (Asheville Office) — Andrew Moore
NC Wildlife Resources Commission —Andrea Leslie
USFWS (Asheville Office) — Byron Hamstead
145 Th Avenue West, Suite B
Hendersonville, NC 28792
828-698-9800 Tel

Preliminary Data Entry Fields for New Actions
SAW —
1. Project Name: Mountain Springs RVC
2. Work Type: Private Institutional ❑ Government ❑ Commercial ❑
3. Project Description / Purpose:
NWP 58, PJD, and Individual Water Quality Certification request for a +/- 55.6 acre tract in
Buncombe County, NC.
4. Property Owner /Applicant:
Mountain Springs RVC LLC; represented by Matt Uselton
5. Agent/Consultant: ClearWater Environmental Consultants, an EnviroScience Company
6. Related Action ID Number(s): n/a
7. Project Location - Coordinates, Street Address, and/or Location Description:
The project site is located on a tract of land (PINS 8685974375, 8685979412, 8695054865;
35.497846,-82.730598) in Candler, Buncombe County, North Carolina.
8. Project Location -Tax Parcel ID:
Multiple; see attached.
9. Project Location —County: Buncombe
10. Project Location — Nearest Municipality or Town : Candler
11. Project Information — Nearest Waterbody: South Hominy Creek (C; Tr)
12. Watershed / 8-Digit Hydrologic Unit Code: French Broad / 06010105
Authorization: Section 10 ❑ Section 404 Fv-(] Section 10 & 404 ❑
Regulatory Action Type:
❑ Standard Permit
U Nationwide Permit # 58
❑ Regional General Permit #
0 Jurisdictional Determination Request
❑Pre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20210513

From: Clement Riddle
To: 401PreFile(a ncdenr.aov
Subject: Mountain Springs RVC
Date: Tuesday, August 15, 2023 4:25:00 PM
Attachments: imaae002.Dna
image004.p
Please fill out the following information:
Project Name: Mountain Springs RVC
County: Buncombe
Applicant Name: Matt Uselton
Applicant Email: muselton&rvcoutdoors.com
**Please note that multiple projects may be submitted within the same email by supplying all
the above information for each project.
***In the event your email is not allowing auto -responses, please save a copy of your sent
email for your records and if necessary use that copy in application/form submittal.
THIS MESSAGE IS INTENDED ONLY FORTH E PERSONAL AND CONFIDENTIAL USE OF THE INDIVIDUAL
OR ENTITY TO WHOM IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED,
CONFIDENTIAL, AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader of this
message is not the intended recipient, or the employee or agent responsible for delivering the
message to the intended recipient, you are hereby notified that you have received this message in
error and that any review, dissemination, distribution, or copying of this communication is strictly
prohibited.
Clement Riddle
CLearWaLer
An EnviroScience Company a
145 7th Avenue West, Suite B
Hendersonville, NC 28792
Office: 828-698-9800 ext. 301
Mobile: [phone]
clementWWW.CWENV.COM
WWW.EnviroSciencelnc.COM
OH ITNIVAIWVINC In re) in

mar aLer
An EnviroScience Company
Department of the Army
Wilmington District, Corps of Engineers
Attn: Tommy Fennel, Chief Regulatory Division
PO Box 1890
Wilmington, NC 28402-1890
-and-
NC DWR, Webscape Unit
Attn: Paul Wojoski
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
C1earWater Environmental Consultants, an EnviroScience company, to act on my behalf as my
agent during the processing of jurisdictional determination requests and permits to impact Wetlands
and Water of the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act of 1899. CEC is authorized to provide supplemental
information as needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Property Owner of Record:
Property Owner Address:
Mountain Springs RVC, LLC
429 N Main St., Memphis, TN 38103
Phone Number: 901`432-4757
Email address: muselton@ wcoutdoors'com
Property Location: 27 Emma's Cove Rd, Candler, NC 28715
Owner/Managing partner Signature: Ak-,���
Owner/Managing printed name:
Matt Uselton
Date: 8/31/23
145 7th Avenue West, Suite B
Hendersonville, NC 28792
Phone: [phone]
www.cwenv.com

Buncombe County Assessment
Property Record Search
Buncombe County Assessment Property Record Search
868597437500000 SMITH TAMMY
11 EMMAS COVE RD C/O TAMMY PAYNE, CANDLER, NC, 28715
KEY INFORMATION
Zoning
Land Use Code
Fire District
Present Use
Appraisal Area
Exemption
Legal Description
Plat Reference
OU
RES 0-3 ACRES
FUH
Neighborhood UHMC
Municipality -
Special District -
Scott Lewis 828-250-4952 [e-mail]
Deed Date: 08/20/2004 Deed: 3749-0725 Subdiv: Block: Lot: Section: Plat: 0000-0000
0=0
ASSESSMENT DETAILS
Land Value
$54,100
Building Value
$169,700
Features
$3,400
Total Appraised
$227,200
Value
Deferred Value
$0
Exempt Value
$0
Total Taxable
$227,200
Value
LAND INFORMATION
ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE
OPEN USE RES 0-3 ACRES 1.76 acres UHMC $54,100
BUILDING INFORMATION
IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT?
Total Appraised Value
$227,200
FLOODPLAIN
NO
Please confirm that the information below is correct for all buildings, via the 'Confirm property record card data is correct' button.
If any of the information is incorrect on any building please report the changes via the 'I want to update my property record'
button for the building that needs to be updated.
Confirm Property Record Card Data is correct'

BUILDING(S)
BUILDING (1)
Quality
AVG
Condition
NORMAL
Building Type
COLONIAL
Year Built
1931
Full Baths
1
Half Baths
0
Fireplaces
1
Story
2.00
Heat Type
HEAT WITH A/C
Green Certification
-
Style
COLONIAL
Total Finished Area
1968
Bedrooms
4
Deck
0
Patio
128
Carport
0
Garage
0
Utility
0
Unfinished
564
Finished Basement
0
Basement
Porch
240
Building Value
$169,700
FEATURES
TYPE
YEAR BUILT
QUANTITY
SIZE
ASSESSED VALUE
2 ST UB OR BARN
1950
1
768 sqft
$900
FRAME/ALUM. CANOPY
1970
1
336 sqft
$500
GARAGE
1950
1
440 sqft
$2,000
TRANSFER HISTORY
TRANSFER DATE
TRANSACTION PRICE VALID SALE
BOOK/PAGE
DEED INSTRUMENT
08/20/2004
$0
Not Qualified
3749-725
WDT
06/03/2002
$0
Not Qualified
2816-471
QCD
VALUE CHANGE HISTORY
DATE OF VALUE
EFFECTIVE TAX
LAND
BUILDING
FEATURES
NEW
CHANGE
YEAR
REASON FOR CHANGE VALUE
VALUE
VALUE
VALUE
2017-01-27 00:00:00
2017
RAPP REAPPRAISAL $48,100
$134,200
$3,200
$185,500
NOTICE
2021-02-01 00:00:00
2021
RAPP REAPPRAISAL $54,100
$169,700
$3,400
$227,200
NOTICE
RECENT PERMIT ACTIVITY
PERMIT DATE
No items to display
APPEALS
No recent appeal information
PERMIT TYPE
PERMIT STATUS

Un Sketched Sub
R U BA 468
RUBA- 98 :
Data last updated: 08/31 /2023

Buncombe County Assessment
Property Record Search
Buncombe County Assessment Property Record Search
868597941200000 ISRAEL FRED
19 EMMAS COVE RD 103 TIMBER DR, ASHEVILLE, NC, 28804
KEY INFORMATION
Zoning
Land Use Code
Fire District
Present Use
Appraisal Area
Exemption
Legal Description
Plat Reference
OU
RES >3 ACRES
FUH
Neighborhood UHMC
Municipality -
Special District -
Scott Lewis 828-250-4952 [e-mail]
Deed Date: 01/25/1996 Deed: 1889-0470 Subdiv: Block: Lot: Section: Plat: 0000-0000
0=0
ASSESSMENT DETAILS
Land Value
$70,600
Building Value
$241,700
Features
$0
Total Appraised
$312,300
Value
Deferred Value
$0
Exempt Value
$0
Total Taxable
$312,300
Value
LAND INFORMATION
ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE
OPEN USE RES >3 ACRES 6.73 acres UHMC $70,600
BUILDING INFORMATION
IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT?
Total Appraised Value
$312,300
FLOODPLAIN
YES
Please confirm that the information below is correct for all buildings, via the 'Confirm property record card data is correct' button.
If any of the information is incorrect on any building please report the changes via the 'I want to update my property record'
button for the building that needs to be updated.
Confirm Property Record Card Data is correct'

BUILDING(S)
BUILDING (1)
Quality
AVG
Building Type
1 STORY CONVENTIONAL
Full Baths
2
Fireplaces
0
Heat Type
NO CENTRAL SYSTEM
Style
1 STORY CONVENTIONAL
Bedrooms
2
Patio
800
Garage
0
Unfinished
1,296
Basement
Porch
800
TRANSFER DATE TRANSACTION PRICE
No items to display
VALUE CHANGE HISTORY
DATE OF VALUE EFFECTIVE TAX
CHANGE YEAR
2016-03-04 00:00:00 2016
2017-01-27 00:00:00 2017
2021-02-01 00:00:00 2021
RECENT PERMIT ACTIVITY
PERMIT DATE
No items to display
APPEALS
No recent appeal information
200ff
Tf
Condition
NORMAL
Year Built
1996
Half Baths
0
Story
1.00
Green Certification
-
Total Finished Area
1296
Deck
0
Carport
0
Utility
0
Finished Basement
0
Building Value $241,700
VALID SALE
LAND
REASON FOR CHANGE
VALUE
NEW PARCEL RESULT OF
$62,100
SPLIT
RAPP REAPPRAISAL
$62,100
NOTICE
RAPP REAPPRAISAL
$70,600
NOTICE
PERMIT TYPE
BOOK/PAGE DEED INSTRUMENT
BUILDING FEATURES NEW
VALUE VALUE VALUE
$143,800 $0 $205,900
$190,100 $0 $252,200
$241,700 $0 $312,300
PERMIT STATUS

Buncombe County Assessment
Property Record Search
Buncombe County Assessment Property Record Search
869505486500000 MOUNTAIN SPRINGS RVC LLC
29 EMMAS COVE RD 429 N MAIN ST # 100, MEMPHIS, TN,
38103
KEY INFORMATION
Zoning
Land Use Code
Fire District
Present Use
Appraisal Area
Exemption
Legal Description
Plat Reference
OU
CAMPS,COTTAGES,RV PK
10171
Neighborhood UHMC
Municipality -
Special District -
Erik Simes [phone] [e-mail]
Total Appraised Value
$1,642,600
Deed Date: 05/25/2010 Deed: 4786-1417 Subdiv: RVC OUTDOOR DESTINATIONS Block: Lot: Section: Plat:
0126-0094
126-94
ASSESSMENT DETAILS
Land Value
$506,500
Building Value
$1,095,100
Features
$41,000
Total Appraised
$1,642,600
Value
Deferred Value
$0
Exempt Value
$0
Total Taxable
$1,642,600
Value
W_1019110110 0.1 y[sill]
ZONING LAND USE CODE SIZE NEIGHBORHOOD ASSESSED VALUE FLOODPLAIN
OPEN USE CAMPS,COTTAGES,RV PK 46.77 acres UHMC $506,500 YES
BUILDING INFORMATION
IS THE BUILDING INFORMATION ON YOUR PROPERTY RECORD CARD CORRECT?
Please confirm that the information below is correct for all buildings, via the 'Confirm property record card data is correct' button.
If any of the information is incorrect on any building please report the changes via the 'I want to update my property record'
button for the building that needs to be updated.
Confirm Property Record Card Data is correct.

BUILDING(S)
BUILDING (1)
Quality
AVG
Building Type
1 STORY CONVENTIONAL
Full Baths
1
Fireplaces
0
Heat Type
HEAT NO A/C
Style
1 STORY CONVENTIONAL
Bedrooms
1
Patio
0
Garage
0
Unfinished
0
Basement
Porch
246
BUILDING (2)
BUILDING (3)
BUILDING (4)
BUILDING (5)
BUILDING (6)
BUILDING (7)
BUILDING (8)
BUILDING (9)
BUILDING (10)
BUILDING (11)
BUILDING (12)
BUILDING (13)
FEATURES
Condition
NORMAL
Year Built
1924
Half Baths
0
Story
1.00
Green Certification
-
Total Finished Area
528
Deck
24
Carport
0
Utility
0
Finished Basement
0
Building Value $59,800
TYPE
YEAR BUILT
QUANTITY
SIZE
ASSESSED VALUE
1 ST UB OR BARN
1950
1
1,104 sqft
$1,300
1 ST UB OR BARN
1950
1
256 sqft
$300
1 ST UB OR BARN
1996
1
1,700 sqft
$5,900
CANOPY OVER FLOOR
2016
-
700 sqft
$10,300
OPEN PARK PAVILION
2010
1
288 sqft
$4,500
RESTROOM/POOLHOUSE
2016
1
486 sqft
$18,700
TRANSFER HISTORY
TRANSFER DATE TRANSACTION PRICE VALID SALE BOOK/PAGE DEED INSTRUMENT
05/25/2010 $1,440,000 Qualified Sale 4786-1417 WDT
VALUE CHANGE HISTORY

DATE OF VALUE EFFECTIVE TAX
CHANGE YEAR
2016-03-04 00:00:00 2016
2017-01-27 00:00:00 2017
2021-02-01 00:00:00 2021
RECENT PERMIT ACTIVITY
PERMIT DATE
05/20/2016
07/20/2015
03/02/2015
APPEALS
No recent appeal information
LAND
BUILDING
REASON FOR CHANGE
VALUE
VALUE
GENERAL PARCEL REVIEW
$454,100
$666,800
COMMERCIAL REAPPRAISAL
$454,100
$857,000
NOTICE
COMMERCIAL REAPPRAISAL
$506,500
$1,095,100
NOTICE
PERMIT TYPE
RESIDENTIAL NEW CONSTRUCTION
COMMERCIAL NEW CONSTRUCTION
RESIDENTIAL RENOVATION
FEATURES NEW
VALUE
VALUE
$39,000
$1,159,900
$45,800
$1,356,900
$41,000
$1,642,600
PERMIT STATUS
PERMIT ISSUED
CO ISSUED
CO ISSUED

b�0F wA r' �6'
T.
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
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 58 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Mountain Springs RVC
2b.
County:
Buncombe
2c.
Nearest municipality / town:
Candler
2d.
Subdivision name:
n/a
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Tammy Smith/ Fred Israel/ Mountain Springs RVC, LLC
3b.
Deed Book and Page No.
See attached property data
3c.
Responsible Party (for LLC if
applicable):
Mountain Springs RVC, LLC; represented by Matt Uselton
3d.
Street address:
429 N Main St
3e.
City, state, zip:
Memphis, TN, 38103
3f.
Telephone no.:
901-432-4757
3g.
Fax no.:
n/a
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
X❑ 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:
Emily Tarsa
5b.
Business name
(if applicable):
ClearWater Environmental Consultants, an EnviroScience Company
5c.
Street address:
145 7th Avenue W; Suite B
5d.
City, state, zip:
Hendersonville, NC 28792
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
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
Multiple (see attached)
1 b. Site coordinates (in decimal degrees):
Latitude: 35.497846 Longitude:-82.730598
1 c.
Property size:
55.6 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
South Hominy Creek
2b. Water Quality Classification of nearest receiving water:
C; Tr
2c.
River basin:
French Broad / 06010105
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 project site encompasses existing gravel driveways to access single-family homes on the northern portion of the property. Additionally, the
northern portion of the property is comprised of open field, while the southern portion of the property is a high -elevation forested tract. South Hominy
Creek (C; Tr) bisects the site, with an unnamed tributary entering from the southern portion of the site. Surrounding land use is low -density residential.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.066
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3,098
3d. Explain the purpose of the proposed project:
Authorize temporary stream impacts for sewer line, a culvert stream crossing, and wetland impacts for gravel path for sewer line maintenance.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Additional Information following the PCN form.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments: See 4d.
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Clearwater Environmental Cons.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
An AJD was issued on October 27, 2010 (Appendix B). A PJD request is included in Appendix C.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑X No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain.
Page 3of10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X 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 P
Fill
Bottomland Hardwood Forest
No
Corps
0.004
W2
Choose one
Choose one
Yes/No
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.004
2h. Comments:
Wetland impact for utility line maintenance access path.
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 T
Excavation
South Hominy Creek
PER
Corps
31
30
S2 P
Culvert
UT - South Hominy Ck
PER
Corps
9.6
18
S3
Choose one
S4
Choose one
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
48
3i. Comments:
Temporary impacts to acres of stream bed: S1 = 0.22 AC; trench installation of sewer line through S. Hominy Creek
Permanent impacts to acres of stream bed: S2 = 0.004 AC; trench installation of sewer line & culvert installation for gravel access path
Page 4of10
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem ora T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then vou MUST fill out Section D of this form.
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.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B 1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5of10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See additional information following PCN form.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All construction equipment will be operated from high ground. Appropriate erosion and sediment control measure will be implemented to avoid
unintended impacts to waters on site. Culverts and sewer lines will be installed in the dry (See Appendix A for details).
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity. -
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
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:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6of10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
Yes ❑X 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.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7of10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
10.6 %
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
The proposed project is subject to review and approval by Buncombe County. Buncombe County is a delegated authority for the review and approval
of Stormwater Management Plans. A Stormwater Management Plan was submitted to Buncombe Co. and
is currently under review. Documentation of
approval can be forwarded upon request.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Buncombe County
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is this project?
Buncombe County
❑X Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
El Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 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
❑X 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
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes
❑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):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El 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.
This project will not result in additional development that could affect 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 prol'ect, or available capacity of the subject facility.
Septic
systems and drip fields will be installed in uplands on the southern portion of the project site. See Appendix A for details.
Page 9of10
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 ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See Additional Information following the PCN form and Appendix D.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA's Essential Fish Habitat (EFH) Mapper. Accessed October 18, 2023 at https://www.habitat.noaa.gov/apps/efhmapper/.
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 ❑X 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 Additional Information following the PCN form.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Portions of the access path are within the 100-year floodplain. The applicant will obtain Buncombe County floodplain permit for work within the
floodplain, if needed.
8c. What source(s) did you use to make the floodplain determination?
FEMA's National Flood Hazard Layer Viewer; FIRM Panels: 3700868500J & 3700869500J (eff. 04/06/2010). See Figure 5.
Emily Tarsa
10-23-2023
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

PCN Form Additional Information
Section B.3e Project Description - Details
The proposed project seeks to install a sewer line connecting an RV park development in the
northern section of the property to drip fields in the upland area of the southern portion of the
property. One temporary stream impact (S1) involves the installation of the sewer line via
trenching and cofferdams across South Hominy Creek (C; Tr). The southern portion of the
property will be accessed for sewer maintenance by a ford crossing, which does not need to be
improved as the stream is rocky at this location. However, some bank stabilization (approximately
8 LF on each bank; inset A) is being added on both stream banks for the ford crossing. A culvert
is proposed in an unnamed tributary to South Hominy Creek (C; Tr) for a constructed gravel
access path used to maintain drip lines associated with the sewer system. The project also
proposes filling a portion of one floodplain wetland to construct the gravel path for sewer system
access. These impacts are proposed to be permitted under an NWP-58.
Installation of the sewer line and culvert will occur in the dry (Appendix A). Approximately 4.45
acres of tree clearing will occur during this project. Typical construction equipment will be used
on site including bulldozers, excavators, dump trucks, etc.
Section D.la Avoidance and Minimization - Design
Given that South Hominy Creek bisects the site and the narrow connection between the northern
and southern portions of the site, the only practicable design requires crossing South Hominy
Creek and the unnamed tributary. The maintenance path was designed to impact as little of the
wetland as possible. Further, the utility line drip fields have been placed in upland areas to avoid
additional impacts to the unnamed tributary and surrounding wetlands in the southern portion of
the site.
Section F.5d Endangered Species and Designated Critical Habitat — Sources
A threatened and endangered species review is included in Appendix D and was gathered from
the US Fish and Wildlife Service Information and Planning and Consultation (IPaC) tool on
October 19, 2023.
In summary, potentially suitable summer habitat for the northern long-eared bat (NLEB) is present
in the forested areas on -site. Potentially suitable summer habitat for the tricolored bat is also
present in the forested areas; however, this species is not formally listed at this time and no formal
management guidelines are in place. Due to the limited tree clearing on -site (4.45 acres), it is the
opinion of ClearWater that construction of the sewer line and gravel access may affect but is not
likely to adversely affect the NLEB or the tricolored bat. ClearWater recommends that tree clearing
at this site be conducted between October 15 — March 31 to minimize impacts to the tricolored
bat and NLEB.
No suitable habitat was observed on site for any other federally protected species known to
potentially occur within the vicinity of the project site. Therefore, it is of the opinion of ClearWater
that this project will not adversely affect federally protected species potentially occurring within
the project area.

Section F.7b. Historic or Prehistoric Cultural Resources — Sources
There are two historic sites within a one -mile radius of the project site: (1) Davis Store & Feed Mill
No. 2; Site ID: BN2425 (Status DOE) is located approximately 0.62 miles southwest of the project
site; and (2) Stoney Fork School 2000; Site ID: BN2437 (Status DOE) is located approximately
0.71 miles southwest of the project site.
Three surveyed site is located near the project site: (1) Jessie Israel House; Site ID: BN0477
(Status SO) is located approximately 0.35 miles north of the project site; (2) Pisgah School; Site
ID: BN0595 (Status SO) is located approximately 0.45 miles north of the project site; and (3) Byrd
House; Site ID: BN0287 (Status SO) is located approximately 0.85 miles west of the project site.
Data was gathered from NCHPO's HPOWEB 2.0 for General Audience. Accessed October 18,
2023.

i
J
/ Smokey Rar-k Hwy
Old US 19 23 HwY
Jugtown
Glady
Pole Creek
Candler
Beaverdam
Laurel Hill
Woodside Hills
Smokey Park Hwy
Enka Vill
Figure 1. Vicinity Map.
Buncombe County, North Carolina E !o0 2,I r Q to Feet
Mountain Springs RVC Project Boundary ��earWater
(+/ 55.6 Ac) 0 250� 000 Meters An EnviroScience Company Q
or. BLO Date: 09/05/2023 Project # 16404 NAD 1983 2011 StatePlane North Carolina RIPS 3200 Ft

Author: BLO Date: 09/05/2023 Project #: 16404 NAD 1983 2011 StatePlane North Carolina RIPS 3200 Ft US

IoA
DrB
TaC
DeA
1
S t1
r
BkC2 StB�`
h _
-
RsA
1
BeA- 'EvD2
TaC BeA j
RsA
a
Project Boundary,
/l ;!_
am
,,
USDA Soil
ArF: Ashe-Cleveland-Rock outcrop complex, 50 to 95 percent slopes, very bouldery
BeA: Biltmore loamy sand, 0 to 3 percent slopes, occasionally flooded
BkC2:Braddock clay loam, 8 to 15 percent slopes, moderately eroded
DeA: Del lwood- Redd ies complex, 0 to 3 percent slopes, occasionally flooded
0 DrB: Dillard loam, 1 to 5 percent slopes, rarely flooded
EdE: Edneyville-Chestnut complex, basin, 30 to 50 percent slopes, stony
EvD2: Evard-Cowee complex, 15 to 30 percent slopes, moderately eroded
EvE2: Evard-Cowee complex, 30 to 50 percent slopes, moderately eroded
EwD: Evard-Cowee complex, basin, 15 to 30 percent slopes, stony
0 EwE: Evard-Cowee complex, basin, 30 to 50 percent slopes, stony
0 lok lotla loam, 0 to 2 percent slopes, occasionally flooded
0 RSA: Rosman fine sandy loam, 0 to 3 percent slopes, occasionally flooded
0 StB: Statler loam, 1 to 5 percent slopes, rarely flooded
0 TaC: Tate loam, basin, 8 to 15 percent slopes
0 TkD: Tate loam, basin, 15 to 30 percent slopes, very stony
\ EvE2
A,,EvD2
TO
Figure 4. USDA Soils Map 0 100 200 400 Feet
NRCS Web Soil Survey i I i I i \ �► /a�
� I Project Boundary year V Ver
Mountain Springs RVC I I I I
(+/- 55.6 Ac) 0 25 50 100 Meters An Enviro5cience Company
Wthor BLO Date: 09/05/2023 Project #: 16404 NAD 1983 2011 StatePlane North Carolina RIPS 3200 Ft US

n
� n
A
* F,'.;_ r
s .
Project Boundary
` /
r
t.,
Figure 6. FEMA Flood Zone Map
Firm Panel: 3700868500J, & 1 00Year Flood Zone zso soo 1,000 Feet
3700869500J (Eff. 01/06/2010) ® FloodwaY I
Mountain Springs RVC
+/- 55.6 Ac) Q Project Boundary o 75 150 300 Meters
An EnviroScience Company i
nhor. BLO Date: 09/O5/2023 Project #: 16404 NAD 19832011 StatePlane North Carolina RIPS 3200 Ft U:

Appendix A:
Stream & Wetland Impact Bulletin
Design Details

MASTER PLAN LEGEND
EXIST. BOUNDARY
EXIST. ADJOINER
EXIST. STREAM
EXIST. STREAM BUFFER
EXIST. WETLAND
EXIST. FEMA NON -ENCROACHMENT
FEMA FLOOD HAZARD AREA (1%)
FEMA FLOOD HAZARD AREA (0.2%)
EXIST. RIGHT OF WAY
EXIST. BUILDING SETBACK
EXIST. BUILDING
EXISTING SIDEWALK
EXISTING PAVEMENT
EXIST. CURB
NEW PROPERTY LINES
NEW RIGHT OF WAY
NEW EASEMENT
BUILDING SETBACK LINE
NEW LANDSCAPE BUFFER
NEW COMMON OPEN SPACE
NEW BUILDING
NEW PAVEMENT
..................... NEW HD PAVEMENT
NEW CONCRETE SIDEWALK
NEW GRAVEL
J NEW CURB & GUTTER
NEW WALL (BY OTHERS)
STEEP SLOPE OVERLAY
SITE AND ZONING NOTES
PROPERTY ZONING: OU
SETBACKS:
FRONT: NONE REQUIRED
REAR: NONE REQUIRED
SIDE: NONE REQUIRED
AVERAGE NATURAL SLOPE: 10.57%
TOWNSHIP: UPPER HOMINY
NOTES:
1) ALL DIMENSIONS ARE FROM EDGE OF ASHPHALT, FACE OF
CURB, FACE OF WALL, OR FACE OF BUILDING UNLESS
OTHERWISE NOTED.
2) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF DETAILS, SPECIFICATIONS, AND OTHER
DEVELOPMENT ORDINANCES OF BUNCOMBE COUNTY.
3) NO RETAINING WALLS ARE PROPOSED TO BE CONSTRUCTED.
4) THIS PROJECT HAS NO PROPOSED ROAD CONSTRUCTION IN
AREAS WITH GREATER THAN 30% NATURAL SLOPE REQUIRE
CONSULTATION WITH A GEOTECHNICAL ENGINEER.
5) GARBAGE PICKUP WILL BE CONTRACTED WITH A PRIVATE
SERVICE.
6) THIS SITE DOES NOT MEET THE DEFINITION OF A DRASTIC
VARIATION HILLSIDE DEVELOPMENT.
7) THE PROPOSED SITE WILL BE UNDER COMMON OWNERSHIP.
THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF
ALL COMMON AREAS, RECREATION AREAS, OPEN SPACE,
STREETS, AND UTILITIES.
8) ALL EXISTING AND PROPOSED RV SITES AND CABINS TO BE
USED AS VACATION RENTAL UNITS.
9) NO USPS CLUSTER MAIL BOX IS PROPOSED FOR THIS SITE.
10) PROPOSED DEVELOPMENT SCHEDULE:
BEGIN CONSTRUCTION: SPRING 2023
COMPLETION DATE: SUMMER 2024
11) MINIMUM 20' SPACING BETWEEN ALL RV/ PARK MODEL UNITS.
12) PER THE BUNCOMBE COUNTY ORDINANCE, NO INDIVIDUAL IS
PERMITTED TO STAY IN AN RV UNIT FOR MORE THAN 180 DAYS
PER YEAR IN THE SAME LOCATION.
13) PORTIONS OF THE 100-YR FLOODPLAIN HAZARD ZONE ARE TO
BE DEVELOPED AND PERMITTED WITH BUNCOMBE COUNTY.
14) A FORD IS PROPOSED TO CROSS THE NON -ENCROACHMENT
ZONE AND TO BE PERMITTED WITH THE COUNTY/STATE.
15) DISTURBED AREA: 20 AC
16) PROPOSED IMPERVIOUS AREA: 6.11 AC, 10.6% OF TOTAL SITE
UTILITIES:
1) WATER TO BE PROVIDED BY PRIVATE WELLS.
2) SEWER TO BE PROVIDED BY AN ON -SITE WASTEWATER
TREATMENT SYSTEM TO BE PERMITTED THROUGH BUNCOMBE
COUNTY.
3) PHONE, CABLE, GAS, AND POWER TO BE PROVIDED BY THE
RESPECTIVE PUBLIC UTILITY COMPANIES.
DEVELOPMENT DATA
PROPERTY ADDRESS: 29 EMMAS COVE ROAD
CANDLER, NC 28715
PIN NUMBER: 8695-05-4865, 8695-07-0297, 8685-97-4375
8685-97-9412, 8695-07-0636
PROPERTY SIZE: 57.55 ACRES
ZONING REVIEW: BUNCOMBE COUNTY
EROSION CONTROL REVIEW: BUNCOMBE COUNTY
STORMWATER REVIEW: BUNCOMBE COUNTY
ZONING CLASSIFICATION: OPEN USE
PROPOSED NUMBER OF UNITS: 119
PROPOSED DENSITY: --
PROPERTY OWNER: MULTIPLE OWNERS - SEE C-0
CONTACT: --
ADDRESS: --
EMAIL: --
PHONE: --
DEVELOPER: MOUNTAIN SPRINGS RVC, LLC
CONTACT: MATT USELTON
ADDRESS: 429 N. MAIN STREET, SUITE 100
MEMPHIS, TN 38103
EMAIL: MUSELTON(a_RVCOUTDOORS.COM
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: MARK BROOKS
ADDRESS: 15 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: MBROOKS(aBROOKS EA.COM
PHONE: [phone]
W
S
0 150' 300' 450'
SCALE.- 1 150'
EXISTING ASPHALT ROAD
EXISTING WELL
CASING TO BE RESET TO MATCH EXISTING GRADE
AND CONNECT EXISTING SERVICE LINES
SUMMARY OF I M PACTS
TOTAL PERMANENT STREAM IMPACTS: 18 LF
TOTAL TEMPORARY STREAM IMPACTS: 30 LF
TOTAL PERMANENT WETLAND IMPACTS: 182 SF (0.004 AC.)
TOTAL TEMPORARY WETLAND IMPACTS: 0 SF (0.000 AC.)
Eo WLER
AWVA;�P�. FOWLER
ID8:.6226,
OP: 1856
/
-
LINDA
SHBPIRO
/8685-97-4641
eoNF
DB: 4347,
DP: 0101
DB. 168, PG. 1
PB. N/A, PG. N/A
PIN: 86&6-1925
HICK
8685-97- \
DB: 5160, DP:
PHYLLIS B DAMS AND
RICKEY DAMS
8685-96-1925
DB: 5168, DP: 1050
— 1
ROBERT P HALEY AND
BARBARA HALEY
8685-95-6521
DB: 1162, DP: 0641 i
JERRY L JIMISON AND
KATHERINE H JIMISON ("`(�(((
8685-96-4560
DB: 2572, DP: 0694
l �
Mu1•-b
N
I
PROPOSED 30 LF TEMPORARY STREAM IMPACT FOR SEWER
LINE INSTALLATION TO BE TRENCHED. 3" PVC FORCE MAIN
SLEEVED IN DIP EXTENDING 10' OUTSIDE OF
JURISDICTIONAL WATERS.
\ PROPOSED 18 LF PERMANENT STREAM
1 IMPACT FOR 8' GRAVEL PATH
l
r
DAMD j
AUSTIN
gA
8685-97-9832
DB: 2702,
DP: 0047/ /
i
T
i i.L r 8mw r
MOTLEY (/
3-1113
DP: 1574
PP: 0035
j /
ROBERT P H&EY AND / 'y
BARBARA HALALEY
8685-95-6521 /
\ DB: 1162, DP: 0641
I /
PROPOSED PRIMARY SEPTIC AND REPAIR DRIP FIELDS
SEE N-SERIES FOR DETAILS
PROPOSED SEPTIC REPAIR AREA - ONLY
SEE N-SERIES FOR DETAILS
STEEP SLOPE OVERLAY (TYP.)
4249, DP: 1553
0064, PP: 0035
DB: 5200, DPI 0369
SEE SHEET C-EX2
DB: 1162, OP\ 0641
low
i
J
i
PROPOSED STORMWATER INFRASTRUCTURE
SEE SERIES C-5 FOR DETAILS
PROPOSED STORMWATER INFILTRATION POND
SEE SERIES C-5 FOR DETAILS
PROPOSED 15' WIDE PRIVATE ONE-WAY ASPHALT ROAD
SEE SERIES C-4 FOR DETAILS
PROPOSED ON -SITE WASTEWATER COLLECTION SYSTEM
FORCE MAIN(TYP.) SEE SERIES C-7 FOR DETAILS
PROJECT BOUNDARY (TYP.)
FEMA FLOODWAY (NON -ENCROACHMENT ZONE)
100-YR FEMA FLOODPLAIN (TYP.)
PROPOSED ON -SITE WASTEWATER PRETREATMENT SYSTEM
SEE N-SERIES FOR DETAILS
PROPOSED PERMANENT WETLAND IMPACT OF 182
SF FOR GRAVEL PATH
PROPOSED GRAVEL PATH FOR 4 WHEELER ACCESS
EXISTING DELINEATED WETLAND (TYP.)
EXISTING DELINEATED STREAM (TYP.)
8695-16-0164
DB: 5649, DP: 1267
PB: 0180, PP: 0035
MAINTENANCE TRAIL LOCATED
ENTIRELY OUTSIDE OF STEEP SLOPE
OVERLAY (TYP.)
MIHAIL CAPATNA AND'
MORICA CAPATINA
8695-15-0983 \
DB: 5683. DP: 0056
B: 0180, PP: 0182/
AII SHANNON M FURBISH AND
AARON J WOLF
8695-15-2609
DB: 6087, DP: 1544
PB: 0212, PP: 0033
2,500' CONTOUR
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SCALE: 1 "=rj 0
ENGINEER'S NOTES
1. ALL WORK MUST BE PERFORMED IN DRY WEATHER CONDITIONS.
2. ONLY MINOR CLEARING AND MINIMAL SOIL DISTURBANCE TO
LAY DOWN GRAVEL FOR ATV ACCESS IS ANTICIPATED.
3. UTILIZE NATURAL STONE FOR STABILIZING STREAM BANK.
4. IMMEDIATELY SEED AND STABILIZE WITH BIODEGRADABLE
EXCELSIOR CURLEX IF ANY SOIL DISTURBANCE OCCURS.
DEVELOPMENT DATA
PROPERTY ADDRESS: 29 EMMAS COVE ROAD
CANDLER, NC 28715
PIN NUMBER: 8695-05-4865, 8695-07-0297, 8685-97-4375
8685-97-9412, 8695-07-0636
PROPERTY SIZE: 57.55 ACRES
ZONING REVIEW: BUNCOMBE COUNTY
EROSION CONTROL REVIEW: BUNCOMBE COUNTY
STORMWATER REVIEW: BUNCOMBE COUNTY
ZONING CLASSIFICATION: OPEN USE
PROPOSED NUMBER OF UNITS: 119
PROPOSED DENSITY: --
PROPERTY OWNER: MULTIPLE OWNERS - SEE C-0
CONTACT: --
ADDRESS: --
EMAIL: --
PHONE: --
DEVELOPER: MOUNTAIN SPRINGS RVC, LLC
CONTACT: MATT USELTON
ADDRESS: 429 N. MAIN STREET, SUITE 100
MEMPHIS, TN 38103
EMAIL: [e-mail]
PHONE: [phone]
ENGINEER: BROOKS ENGINEERING
CONTACT: MARK BROOKS
ADDRESS: 15 ARLINGTON ST
ASHEVILLE, NC 28801
EMAIL: [e-mail]
PHONE: [phone]
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SUMMARY OF IMPACTS ♦ , `� ���_
TOTAL PERMANENT STREAM IMPACTS: 18 LF �\
TOTAL TEMPORARY STREAM IMPACTS: 30 LF
TOTAL PERMANENT WETLAND IMPACTS: 182 SF 0.004 AC.
TOTAL TEMPORARY WETLAND IMPACTS: 0 SF (0.000 AC.)
MAXIMUM DEPTH OF CONTAMINATED WATER IS 50
OF CONCRETE WASHOUT HEIGHT
2" X 2" X 36" WOODEN 18" DIAMETER FILTREXX® SOXXTI
STAKES PLACED 5' O.C. (ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)
= u-w=u�ui=w uuu=w=uuu w w w=iii w w-w-m w iIi
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2" X 2" X 36" WOODEN
STAKES PLACED 5' O.C.
PLAN NTS
PUMP CONTAMINATED WATER INTO CONCRETE
WASHOUT
18" DIAMETER FILTREXX® SOXXTI
(ALSO AVAILABLE IN 8", 12" AND 24" DIAMETERS)
NOTES:
1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE
2. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL
CONFIGURATIOJ FOR ADDED HEIGHT AND STABILITY
3. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE
TIME OF INSTALLATION
EXISTING WETLAND
TO REMAIN
UNDISTURBED
GRAVEL PATH FOR SEPTIC ACCESS.
PERMANENT WETLAND IMPACT
W 1:.004 ACRES (182 SQ FT)
CONSTRUCTION SEQUENCE:
ALL WORK TO BE PERFORMED IN THE DRY USING PUMP AROUND SYSTEM SHOWN. ALL WORK MUST BE PERFORMED
ONLY AFTER 401/404 PERMIT HAS BEEN OBTAINED IF REQUIRED AND IN ACCORDANCE OF ALL CONDITIONS.
1. INSTALL FILTREX FILTER RING
2. INSTALL PUMP AROUND AND DEWATERING PUMP, DO NOT TURN ON
3. INSTALL ALL REQUIRED PUMPING PIPING
4. INSTALL UPSTREAM AND DOWNSTREAM DIKES AND BEGIN DEWATERING
5. ONCE TRENCH IS DRY, REMOVE EXISTING CULVERT AND INSTALL NEW CULVERT PER THE CULVERT STREAM
EMBEDMENT DETAIL ON THIS SHEET
6. RE -STABILIZE BANK IF NECESSARY. USE BIO-DEGRADABLE EXCELSOIR CURLEX III 100% SEED FREE ASPEN
FIBERS.
7. REMOVE ANY COLLECTED SEDIMENT IN TRENCH OR FILTREXX FILTER RING
8. REMOVING PUMPS AND PIPING EQUIPMENT
9. REMOVE DIKES
10. APPLY WETLAND SEED MIX TO ANY DISTURBED AREAS
FILTREXX TRENCH WATER DE -WATERING BASIN DETAIL
SCALE= NTS
8 LF STREAM FORD.
ARMOUR STREAM BANKS WITH
NATURAL LARGE STONE ENTIRELY IN
UPLAND AREA - NO IMPACT
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NO GRADING IS EXPECTED I / ( 1 / �/ // f ) I } l
8' WIDE GRAVEL ROADWAY /1///) (� / I -n
INSET B
111=20'
approved
�dewatering device
stream
�- diversion pumps
discharge hoses -„� ...0._
P / intake
Pam` dewatering pump ! hose
- J A A A
flow •✓ flow
---- v.� `— intake hose i -�—
sediment dike clean water dike sump —hole
tar o
(
12" to 1€3 deep
_
xr
work area 2' dia.)
pumps should discharge length not to exceed
onto a stable velocity that which can be
dissipator made of rip rap completed in one day
or sandbags
NOTE:
NO WORK SHALL BE PERFORMED DURING ELEVATED STREAM BASE FLOWS.
STREAM DEWATERING PUMP AROUND DETAIL
SCALE= NTS
•8.0' / FORCE MAIN CREEK CROSSING
TO BE TRENCHED. TEMPORARY
IMPACT St 30 LF (972 SQ FT
0.022 ACRES)
FOR COFFER DAM AND STREAM
BANK REPAIR DETAILS, SEE
/ SHEET C-EX3 /)
r
INSET A
111=20'
INSET C
111=20'
PROPOSED 60" HDPE PIPE
BASE FLOW
12"
FILL PIPE WITH
STREAM BED MATERIAL
TO EXISTING STREAM BED
ELEVATION (MIN 12")
CULVERT STREAM EMBEDMENT DETAIL
SCALE= N 15
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TEMPORARY FINE AGGREGATE "SCREENINGS'
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N.T q.
INSTALL TEMPORARY
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BARRIER AROUND ENTIRE
FILL
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(P-4D1 LINED)
NOTES: N.T.S.
1.) VEGETATION SHOULD BE PRESERVED AS MUCH AS POSSIBLE. TREES THAT MUST
BE REMOVED SHOULD BE CUT NEAR GROUND LEVEL. LEAVING THE STUMP AND ROOTS
MI THE RANK FOR STABIILITY.
2.) USE NATURAL MATERIALS AS MUCH AS POSWLE TO RESTORE THE STREAM BANK
AT THE CROSSW.. RIP -RAP SHALL FIE LIMITED TO THE. NORMAL HIGH WATER MARK.
3.) ALL MECHANIZED EOUIPMENT OPERATED IN OR NEAR SURFACE WATERS SHALL BE
REGULARLY INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF STREAM
FROM FUELS. LUBRICATES, HYDRAULIC FLUIDS, AND OTHER TOXIC MATERIIALS.
4.) ALL SCREENINGS ARE TO BE REMOVED AND THE STREAM CHANNEL FLOOR
S ABIUZED BEFORE ,JERSEY BARRIERS ARE REMOVED.
COFFER DAM DETAIL
� 1\
PROPOSED
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PROPOSED SANITARY
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PROPOSED TEMPORARY
UTILITY IMPACT #1
may. BANK STAE
�'`1 (Typg r
NOTE:
1. INSTALL ERNST SEEDS NC MOUNTAINS RIPARIAN MIX AT A
RATE OF 20 LB PER ACRE WITH A COVER CROP. FOR A
COVER CROP USE EITHER GRAIN RYE (30 LBS/ACRE; 1 SEP
TO 31 APR) OR JAPANESE MILLET (10 LBS/ACRE; 1 MAY TO 31
AUG). FERTILIZER IS NOT TO BE USED IN THE STREAM
BUFFER. DURING DRY CONDITIONS, WATERING WILL BE
NECESSARY TO ESTABLISH A CLOSE STAND OF
VEGETATION.
2. IN PORTIONS OF THE STREAM BUFFER THAT HAVE BEEN
DISTURBED INSTALL COIR MATTING AFTER SEEDING. PLANT
5-GALLON CONTAINERIZED RIPARIAN TREE SPECIES AT 10'
ON CENTER. APPROVED TREE SPECIES INCLUDE RIVER
BIRCH, SYCAMORE, SILKY WILLOW, SILVER MAPLE, AND
OTHERS APPROVED BY THE ENGINEER AND DEQ.
STREAM BANK REPAIR / RESTORATION
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Appendix B:
Approved Jurisdictional Determination
AID 2010-1653

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 2010-1653 County: Buncombe U.S.G.S. Quad: Dunsmore
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Andy Cates
Address: 429 N. Main Street, Suite 100
Memphis, TN 38103
Telephone No.: 901-432-4744
Property description:
Size (acres) +- 5 acres Nearest Town Candler
Nearest Waterway South Hominy Creek River Basin French Broad
Coordinates 35.496437 -N,-82.762211- W
Location description The project is located at 27 Emma Cove Road, Candler, Buncombe County. The site contains
South Hominy Creek, unnamed tributaries to South Hominy Creek, and associated wetlands. Wetlands total +- 1.07
acres.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be waters on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There 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 and Section 404 of the Clean Water Act. 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.
X There are waters on the above described property subject to the permit requirements of 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.
_ We strongly suggest you have the waters on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA 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.
X The waters have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory
Official identified below on October 27, 2010. 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 no waters of the U.S., to include wetlands, present on the above described property 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.

Action Id. 2010-1653
This delineation/determination has been conducted to identify the limits of COE's 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. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
Placement of dredged or fill 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 Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Tasha McCormick at 828-271-7980.
C. Basis For Determination
The site contains wetlands as determined by the USACE 1987 Wetland Delineation Manual and is adjacent to stream channels
located on the property that exhibit indicators of ordinary high water marks. The stream channel on the property is South
Hominy Creek and its unnamed tributaries which flows into the French Broad and ultimately flows to the Atlantic Ocean
through the Gulf of Mexico.
D. Remarks
Conducted site visit on September 2, 2010.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved
jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a Notification
of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must
submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Program
Attn: Tasha McCormick, Project Manager
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
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 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by September 14, 2009.
**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 Official: _Tasha McCormick
Issue Date: October 27, 2010
Expiration Date: October 27, 2015
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 the Customer Satisfaction Survey located at our website at http://regulatory.usacesiu-vey.com/ to
complete the survey online.
SURVEY PLATS, FIELD SKETCH, WETLA-T- D DELD-TEATION FORMS, PROJECT PLANS, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: (with copies of surveys) ClearWater Environmental Consultants, Inc. 224 South Grove Street, Suite F, Hendersonville, NC
28792. Attention: Rebekah L. Newton

Applicant:
Andy Cates File Number: 2010-16530
Date: October 27, 2010
Attached
is.
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
A
permission)
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
X
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
S'tN I he following rden#xfies your rhts and options rarchan admstrative appeal' of the above
E, ash �d onal information may be fflund at htt13 I/www usace ary m7U�net/functianslcuT/cecivolre� flr
�o rg at;33 GAR Part 33l ,
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section H of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B : PROFFERED PERMIT: You may accept or appeal the permit
o ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
e APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.

For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn: Tasha McCormick, Project Manager,
Asheville Regulatory Field Office,151 Patton Avenue, Room 208, Asheville, NC 28801.

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Appendix C:
Preliminary Jurisdictional Determination Request

urisdictional Determination Reauest
US Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.army.mil/Missions/Re.ug latoryPennitPro,gram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 29 Emmas Cove Rd
City, State:
County:
Candler, North Carolina
Buncombe
Parcel Index Number(s) (PIN): See attached parcel data.
B. REQUESTOR INFORMATION
Name: Clearwater, an EnviroScience Com
Mailing Address:
145 7th Avenue W; Suite B
Hendersonville, NC 28792
Telephone Number:
828-698-9800
Electronic Mail Address:
[e-mail]
Select one:
I am the current property owner.
❑ I am an Authorized Agent or Environmental Consultant'
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION'
Name:
See Attached Agent Authorization
Mailing Address:
See Attached Agent Authorization
See Attached Agent Authorization
Telephone Number:
See Attached Agent Authorization
Electronic Mail Address:
See Attached Agent Authorization
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION',4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
See Attached
Print Name
Capacity: ❑ Owner
Date
nt Authorization
ZAuthorized Agent'
See Attached Agent Authorization
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a projector perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
5 Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
Size of Property or Review Area +/-55.6 acres.
❑ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
F./ Project Coordinates (Decimal Degrees): Latitude:
Longitude
35.499013
-82.732126
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than I Ix17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
■ Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.grmy.mil/Missions/Re ug latory-Permit-
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
zCompleted appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs• please complete an Approved Jurisdictional Determination Form'
Vicinity Map
Fv—(]I Aerial Photograph
✓� USGS Topographic Map
Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCWAM and/or NCWAM Assessment Forms and Rating Sheets
NC Division of Water Resources Stream Identification Forms
Other Assessment Forms
' www.saw.usace.army.mil/Portals/59/docs/re2ulatorL/regdocs/JD/RGL 08-02 Ann A Prelim JD Form fillable.pdf
' Please see http://www.saw.usace.ariny.mil/Missions/Re ug latory-Permit-Proaram/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD:
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: See Agent Authorization Form
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-A
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC county/parish/borough: Buncombe Co. City: Candler
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.499013 Long.:-82.732126
Universal Transverse Mercator: NAD83
Name of nearest waterbody: South Hominy Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
See
Aquatic Resources
Table Below

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be"waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
❑■ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Vicinity, USGS Topo, Aerial, USDA Soil, Wetland/Stream Delineation
0 Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
■❑ U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000 Scale Quad: Dunsmore Mtn
❑ Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
❑■ Photographs: ❑■ Aerial (Name & Date): NCGGIA 2019
or ❑ Other (Name & Date):
❑ Previous determination (s). File no. and date of response letter:
0 Other information (please specify): Property Data
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory staff member
completing PJD
October 23, 2023
SignatLWe and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

Table 1. Aquatic Resources
Site
Number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount of aquatic
resource in review area (acreage
and linear feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority to which the
aquatic resource "may be" subject
(i.e., Section 404 or Section 10/404)
SA
35.496377
-82.729959
1984 LF/1.151 ac
Non -wetland
Section 404
SB
35.496143
-82.729347
814 LF/0.190 ac
Non -wetland
Section 404
SC
35.494386
-82.727561
253 LF/0.062 ac
Non -wetland
Section 404
SD
35.494149
-82.727134
47 LF/0.007 ac
Non -wetland
Section 404
WA
35.496013
-82.729252
0.043 ac
Wetland
Section 404
WB
35.495059
-82.728071
0.001 ac
Wetland
Section 404
WC
35.494949
-82.727969
0.021 ac
Wetland
Section 404
WD
35.494093
-82.726834
0.001 ac
Wetland
Section 404

Author: EET Dale: 10/18/2023 Project #: 16404 NAD 1983 2011 StatePlane North Carolina RIPS 3200 Ft US

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority. AR 335-15, paragraph 5-2a)
Project/Site: RVC Mountain Springs City/County: Candler/Buncombe Sampling Date: 7/1/22
Applicant/Owner: RVC Mountain Springs LLC State: NC Sampling Point: DP-UPL-1
Investigator(s): J. Golloway Section, Township, Range: Candler
Landform (hillside, terrace, etc.): In hydroline Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): LRR N Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (B10)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
—Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP-UPL-1
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1.
Thuja plicata
5 Yes
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 0 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 4 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 0.0% (A/B)
7.
Prevalence Index worksheet:
5 =Total Cover
Total % Cover of: Multiply by:
50% of total cover:
3 20% of total cover:
1
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size:
)
FACW species 15 x 2 = 30
1.
FAC species 0 x 3 = 0
2.
FACU species 70 x 4 = 280
3.
UPL species 5 x 5 = 25
4.
Column Totals: 90 (A) 335 (B)
5.
Prevalence Index = B/A = 3.72
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Trifolium repens
30 Yes
FACU
Indicators of hydric soil and wetland hydrology must be
2.
Parthenocissus quinquefolia
20 Yes
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Maianthemum racemosum 20 Yes FACU
4.
Festuca spp.
15 No
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Symphyotrichum racemosum
15 No
FACW
more in diameter at breast height (DBH), regardless of
6.
Crepis capillaris
5 No
UPL
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
105 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
53 20% of total cover:
21
height.
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP-UPL-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 3/6 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
—Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_ 2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
—Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority. AR 335-15, paragraph 5-2a)
Project/Site: RVC Mountain Springs City/County: Candler/Buncombe Sampling Date: 7/1/22
Applicant/Owner: RVC Mountain Springs LLC State: NC Sampling Point: DP-UPL-2
Investigator(s): J. Golloway Section, Township, Range: Candler
Landform (hillside, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): LRR N Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (B10)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
—Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water-Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP-UPL-2
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Prunus serotina
30
Yes
FACU
Number of Dominant Species
2.
Acer rubrum
20
Yes
FAC
That Are OBL, FACW, or FAC: 3 (A)
3.
Fraxinus americana
15
Yes
FACU
Total Number of Dominant
4.
Species Across All Strata: 8 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 37.5% (A/B)
7.
Prevalence Index worksheet:
65
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
33 20% of total cover:
13
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 0 x 2 = 0
1.
Lindera benzoin
25
Yes
FAC
FAC species 55 x 3 = 165
2.
Rosa multiflora
10
Yes
FACU
FACU species 75 x 4 = 300
3.
Fraxinus americana
5
No
FACU
UPL species 0 x 5 = 0
4.
Column Totals: 130 (A) 465 (B)
5.
Prevalence Index = B/A = 3.58
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
40
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20 20% of total cover:
8
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Trifolium repens
10
Yes
FACU
Indicators of hydric soil and wetland hydrology must be
2.
Laportea canadensis
10
Yes
FAC
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Maianthemum racemosum 5 Yes FACU
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
25
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
13 20% of total cover:
5
height.
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP-UPL-2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 4/3 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
—Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
_ Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_ 2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
—Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

U.S. Army Corps of Engineers OMB Control #: 0710-xxxx, Exp: Pending
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority. AR 335-15, paragraph 5-2a)
Project/Site: RVC Mountain Springs City/County: Candler/Buncombe Sampling Date: 7/1/22
Applicant/Owner: RVC Mountain Springs LLC State: NC Sampling Point: DP-WET-1
Investigator(s): J. Golloway Section, Township, Range: Candler
Landform (hillside, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): LRR N Lat: Long: Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
X Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
X High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (B10)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
X Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
—Shallow Aquitard (D3)
X Water -Stained Leaves (139)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes X No
Depth (inches): 0.25
Water Table Present? Yes X No
Depth (inches): 8
Saturation Present? Yes X No
Depth (inches): 8
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: DP-WET-1
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Prunus serotina
10
Yes
FACU
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 4 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 7 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 57.1 % (A/B)
7.
Prevalence Index worksheet:
10
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
5 20% of total cover:
2
OBL species 15 x 1 = 15
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 8 x 2 = 16
1.
Lindera benzoin
15
Yes
FAC
FAC species 23 x 3 = 69
2.
Rosa multiflora
8
Yes
FACU
FACU species 23 x 4 = 92
3.
Sambucus canadensis
8
Yes
FAC
UPL species 10 x 5 = 50
4.
Cornus amomum
8
Yes
FACW
Column Totals: 79 (A) 242 (B)
5.
Prevalence Index = B/A = 3.06
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
39
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20 20% of total cover:
8
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1.
Carex lurida
15
Yes
OBL
Indicators of hydric soil and wetland hydrology must be
2.
Impatiens balsamina
10
Yes
UPL
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3. Maianthemum racemosum 5 No FACU
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
30
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
15 20% of total cover:
6
height.
Woody Vine Stratum (Plot size: )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: DP-WET-1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Types Loc2 Texture Remarks
0-12 10YR 4/1 80 10YR 4/6 15 C M Loamy/Clayey
7.5YR 4/6 5 C PL Prominent redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
—Stratified Layers (A5)
_ 2 cm Muck (A10) (LRR N)
—Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
—Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
—Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
—Loamy Mucky Mineral (F1) (MLRA 136)
_ Loamy Gleyed Matrix (F2)
X Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
X Redox Depressions (F8)
_ Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
—Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_ 2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
—Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
—Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes X No
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

Appendix D:
Federally Protected Species I PaC Report

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
In Reply Refer To:
Project Code: 2024-0000170
Project Name: Mountain Springs RVC
Subject: List of threatened and endangered sl
location or may be affected by your
To Whom It May Concern:
.V
.1
".41 &WI[DUFF
NEF4' Ir 6
October 19, 2023
)osed project
The enclosed species list identifies threatened, endangered, proposed, kspe
didate species, as
well as proposed and final designated critical habitat, that may oe boundary of your
proposed project and/or may be affected by your proposed project. Ths listfulfills the
requirements of the U.S. Fish and Wildlife Service (Service) er secti 7(c) of the
Endangered Species Act (Act) of 1Nsley
s amended (16 U.S.C. 1531 e q.).
New information based on updateWactors
hanges in the abundanc and distribution of
species, changed habitat conditions, or otcould change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed and candidate species and federally designated and proposed critical
habitat. Please note tha,JdWder 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by viAong the IPaC website at regular intervals during project planning and
implementatio ZP
at&to species lists and information. An updated list may be requested
through IPaC y g the same process used to receive the enclosed list.
The purpose of the Act s to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act an�its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological

10/19/2023
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, A Service
recommends that candidate species, proposed species and proposed cal halgat be addressed
within the consultation. More information on the regulations and pr ures f section 7
consultation, including the role of permit or license applicants, c be he "Endangered
Species Consultation Handbook" at: https://www. ov/site fa files documents/
endangered-species-consultation-handbook.pd r e
Migratory Birds: In addition to responsibilities to proteithreatened and endangered species
under the Endangered Species Act (ESA), there are additional responsibilities under the
Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to
protect native birds from project -related impacts. Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S. ec. 668(a)). For more
information regarding these Acts, see Mi ra Bird Permit What o U.S. Fish & Wildlife
, Service fws.gov).
The MBTA has no provision for allowing take of migratory birds that may b unintentionally
killed or injured by otherwise lawful activities. 1%k the responsibility of the project proponent to
comply with these Acts by identif34ng potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) 01 a Bird/Eagle Conservation Plan
(when there is no federal nex Propone# should i lement conservation measures to avoid
or minimize the production roject-related stressors o inimize the exposure of birds and
their resources to the proj d stressors. Fo� formation on avian stressors and
recommended conservat� mea see https://www.fws.gov/library/collections/threats-birds.
In addition to MBTd BGEPA, Executive Order 13186:' Responsibilities of Federal Agencies
to Protect MigratorjAVrds, obligates all Federal agen ies that engage in or authorize activities
that might affect#gratory birds, to minimize those effects and encourage conservation measures
that will improve biro po lations. Executive Order 13186 provides for the protection of both
migratory birds and migffory bird habitat. For information regarding the implementation of
Executive Order 13186, 7rplease visit https://www.fws.goy/partner/council-conservation-
migratory-birds.
We appreciate concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
■ Official Species List

10/19/2023
OFFICIAL SPECIES LIST
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]
0

10/19/2023
4
PROJECT SUMMARY
Project Code: 2024-0000170
Project Name: Mountain Springs RVC
Project Type: Utility Infrastructure Maintenance
Project Description: Utility line construction
Project Location:
The approximate location of the project can be viewed in Googl aps:
-'rls Creek `—
Counties: Buncombe County, North

10/19/2023
ENDANGERED SPECIES ACT SPECIES
There is a total of 7 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear or;the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sol risdict' of NOAA
Fisheries1, as USFWS does not have the authority to speak on b*lf and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that litholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fi ies Service (NMFS), is an
office of the National Oceanic and AtmosphericjAdiistration within the Department of
Commerce.
MAMMALS
NAME
Gray Bat Myotis grisescens
No critical habitat has been designate i cies.
Species profile: htts://ecos.fws. ov/ec /s 6329
Northern Long-eared Bat Myotis septentrio alis
No critical habitat has been designated for this species.
Species profile: htt s:HecoOfws. ov/ /s ecies/9045
Tricolored Bat Perimyotis sub flavus
No critical habitat has been designated for this species.
Species profile: htt s://ecos.fws.gov/ecp/species/10515
REPTILES
NAME
Bog Turtle Glyptemy uhlenbergii
Population: U.S.A. (GA, NC, SC, TN, VA)
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/6962
STATUS
Endangered
Endangered
Proposed
Endangered
STATUS
Similarity of
Appearance
(Threatened)

10/19/2023
INSECTS
NAME
Monarch Butterfly Danaus plexippus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9743
FLOWERING PLANTS
NAME
Mountain Sweet Pitcher -plant Sarracenia rubra ssp. jonesii
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/4283
LICHENS
NAME
Rock Gnome Lichen Gymnoderma lineare
STATUS
*4Candidate
4
STATUS
Endangered
STATUS
Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/3933
CRITICAL HABITATS
THERE ARE NO CRITICAL HABITATS WITF�IN YOUR PROJECT AREAAUNDEROFFICE'S
JURISDICTION.
YOU ARE STILL REQUIRED TO DETERMINE IF YOUR PROJECT(S) MAY HAVE EFFECTS ON ALL
ABOVE LISTED SPECIES.

10/19/2023
IPAC USER CONTACT INFORMATION
Agency: Private Entity
Name: Emily Tarsa
Address: 145 7th Avenue West
Address Line 2: Suite B
City: Hendersonville
State: NC
Zip: 28792
Email [e-mail]
Phone: [phone]
lk