20201609 Ver 1_401 Application_20201130

Preliminary ORM Data Entry Fields for New Actions P a't'
SAW — 201 -
BEGIN DATE [Received Date]:
RECEIVED
NOV 3 0 2020
KDEO/DWR/NMES
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: The Cottages at Hayes MITI
2. Work Type: Private Institutional ❑ Government ❑ Commercial ❑
3. Project Description / Purpose [PCN Form 133d and 63e]:
Single family residential subdivision and a commercial lot.
4. Property Owner / Applicant [PCN Form A3 or A4]: Moore & Son Site Contractors, Inc for both
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form 65b]: none known
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
5310 Old Haywood Road, Mills River, NC 28759
Lat: 35.41629, Long:-82.57234
8. Project Location - Tax Parcel ID [PCN Form 131a]: 9632559570
9. Project Location — County [PCN Form A2b]: Henderson
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Mills River
11. Project Information — Nearest Waterbody [PCN Form 62a]: McDowell Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 62c]: 06010105, Upper French Broad
Authorization: Section 10 ❑ Section 404 ❑✓ Section 10 & 404 ❑
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 3, 18, and 29
❑ Regional General Permit #
❑ Jurisdictional Determination Request
❑Pre -Application Request
Unauthorized Activity
❑ Compliance
0 No Permit Required
Revised 20150602

-q"VIRONMENTAL
November 27, 2020
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Mr. David Brown Attn: Mr. Paul Wojoski
151 Patton Avenue, Room # 208 1617 Mail Service Center
Asheville, North Carolina 28801-5006 Raleigh, North Carolina 27699-1617
Re: Old Haywood Road - +/- 16.55 acres
5310 Old Haywood Road, Mills River, NC 28759
Nationwide Permit 3/18/29 Request
David/Paul:
Moore & Son Site Contractors, Inc. is requesting approval of the enclosed Nationwide Permit
3/18/29 application. There is 1,964 linear feet of tributaries on site that drain to McDowell Creek
within the project area which include three streams (CH 100 = 885 linear feet, CH 200 = 172
linear feet, and CH 300 = 907 linear feet). All streams are perennial. There is 0.0802 acre of
wetlands within the project area which includes seven wetlands. The enclosed permit
application request is for the construction of single-family homes and a commercial building.
No stream impacts are proposed to CH 100 or CH 300. Stream impacts to CH 200 include 40
linear feet of culvert replacement (NWP 3) and 50 linear feet of new culvert impacts (NWP 29).
Impacts to CH 200 are just off property in the DOT right-of-way. Wetland fill impacts include
0.021 acre of WL 1000 (NWP 18) for construction of a commercial building.
CH 100 is McDowell Creek. CH 200 and CH 300 are unnamed tributaries to McDowell Creek
which is classified as "C" waters by DWR. Ajurisdictional determination package has been
submitted with this permit application. All impacts to streams have been avoided but for the
replacement and extension of an existing culvert to access the property from Old Haywood
Road. All wetlands have been avoided except for a ditched wetland within the floodplain of
McDowell Creek.
Enclosed are the necessary permit documents and additional project information. Thank you for
your attention to the enclosed request. Please contact me if you need any additional
information.
Best regards,
Jennifer L Robertson
J Robe rtso n (c�atlasenvi. corn
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3/18/29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes
® No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes
® No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a. Name of project:
The Cottages at Hayes Mill
2b.
County:
Henderson
2c.
Nearest municipality / town:
Mills River
2d.
Subdivision name:
The Cottages at Hayes Mill
2e. NCDOT only, T.I.P. or state
project no:
not a DOT project
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Moore & Son Site Contractors, Inc. / Attn: Mr. Brian Kirk
3b.
Deed Book and Page No.
003582/00135
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
103 McDowell Road
3e.
City, state, zip:
Mills River, NC 28759
3f.
Telephone no.:
828-891-8900
3g.
Fax no.:
no fax
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:
❑ 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:
Jennifer L Robertson
5b. Business name
(if applicable):
Atlas Environmental, Inc.
5c. Street address:
338 S. Sharon Amity Road, #411
5d. City, state, zip:
Charlotte, NC 28211
5e. Telephone no.:
704-512-1206
5f. Fax no.:
no fax
5g. Email address:
[e-mail]
Page 2 of 10
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
9632559570
1 b. Site coordinates (in decimal degrees):
Latitude: 35.41629 Longitude: - 82.57234
1 c. Property size:
+/- 16.55 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
McDowell Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Upper French Broad
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: Residential development, businesses, and farmland.
3b. List the total estimated acreage of all existing wetlands on the property: 0.0802 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1964 linear feet
3d. Explain the purpose of the proposed project: Construction of a residences consisting of single family homes and a
commercial building with associated parking.
3e. Describe the overall project in detail, including the type of equipment to be used: This project involves construction of a
single family home subdivision including infrastructure roads as well as a commercial building with a parking area. Heavy
earth moving equipment will be used to grade the roads, home sites, and commercial lot.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments: submitted with this application
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Jennifer Robertson and Jacob Sinclair
Agency/Consultant Company: Atlas Environmental, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
November 27, 2020
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
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):
® Wetlands ® Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
Area of
number
Type of impact
Type of wetland
Forested
Corps (404, 10) or
impact
Permanent (P) or
(if known)
DWQ (401, other)
(acres)
Temporary T
W1 P
Fill
Floodplain Pool
Yes
Corps
0.021
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:
0.021
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non-404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 P
Culvert
UT to McDowell
PER
Corps
3
40
Creek
S2 P
Culvert
UT to McDowell
PER
Corps
3
50
Creek
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
90 (40
3h. Total stream and tributary impacts:
replace
and 50
new)
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
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, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
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
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total buffer impacts:
6i. Comments:
Page 5 of 10
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed impacts are to one perennial stream at an existing culvert and to one floodplain wetland that has been ditched
in the past. No impacts are proposed to CH 100 or CH 300. No impacts are proposed to WL 2000, WL 3000, WL 3100, WL
3200, WL 3300, or WL 3400. The location of the entrance road has been located at the existing culvert to minimize the
requirement for new stream impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The entrance road area has to allow for establishment on an existing right-of-way access to houses beyond the project area.
The side slopes of the road are as steep as possible while being stable. The one road crossing is located at an existing
culverted stream crossing.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: 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.
not applicable
Page 6 of 10
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
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10
PCN Form — Version 1.4 January 2009

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ®No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project?
<24% %
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: low density, no curb and gutter, grassed
swales will be used along the subdivision roads
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
❑ Phase II
❑ NSW
❑ USMP❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
4. DWQ Stormwater Program Review
4a. Which of the following state -implemented stormwater management programs apply
(check all that apply):
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
® Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
® Yes ❑ No
Page 8of10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
septic systems
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
it Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://www.fisheries. noaa.gov/resource/map/essential-fish-habitat-mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The project engineers are coordinating with FEMA regarding the
disturbances within the 100-year floodplain.
8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer
Jennifer L Robertson
11/27/2020
Applicant/Agent's Printed Name
f"+�
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 10 of 10
PCN Form — Version 1.4 January 2009

Thunder Hill Ln
Legend
I Review Area
o Streets
Contours: 2 Ft
Delineation
Culvert
Perennial Fill
Wetland Fill
IRONMENTAL
Page 1 of 5
' An uatic Resource Sketch-
---- --- --- ---------- -------
tail 1, P
r
-77
Sketch Map provided for illustrative
purposes and preliminary planning only.
Not intended to be relied upon for exact
location, dimension, or orientation. All
findings and assessments are subject to
verification from the Army Corps of
Engineers, NC Division of Water
Resources, and/or other appropriate local
authorities. Do not reproduce map set
except in its entirety.
'77—
Project Name: Old Haywood Road ,
Location: 5310 Old Haywood Road. Mills River, NC 28759 '
MOP" J
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk wn►�°
Coordinates: 35.41629,-82.57234 Date: October 16, 2020

IRONMENTAL
2 of 5
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234
Date: October 16, 2020

Potential Wetland
WL 2000, - 0.0002 Ac
-p4
uatic
Potential Non Wetland
CH 100, - 885 LF
Legend
ill 1n
O Review Area
o Streets
~\
Delineation��\
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ting culvert at
M Perennial
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;CH
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urce Sketch M
Potential Non Wetland
Wetland WL 1000, - 0.021 Ac
Potential Non Wetland
CH 2O0, 172 LF
t
I
LA
0 25 50 75 100 Ft
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
-_w - IRCINMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Paae3of5
Detail 1 Coordinates: 35.41629,-82.57234 Date: October 16, 2020

uatic Resource Sketch Ma
CH 100 Continued
Potential Wetland
WL 3000, - 0.027
Legend
O Review Area
o Streets
Delineation
M Culvert
M Perennial
Wetland
Contours: 2 Ft
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
IRONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
'aae 4 of 5 Detail 2 Coordinates: 35.41629,-82.57234
Potential Non Wetland
CH 300, - 907 LF
--
'y Potential Wetland
WL 3100, - 0.003 Ac
i
0 25 50 75 100 Ft
Date: October 16, 2020

Potential Wetland
W L 3200, - 0.018 Ac
Legend
O Review Area
o Streets
Contours: 2 Ft
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M Perennial
Wetland
uatic Resource Sketch Ma
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Potential Wetland
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Potential Wetland
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i
r
r'
CH 300 continued
FA
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� 0 25 50 75 100 Ft
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
IRONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Paae 5 of 5 Detail 3
Coordinates: 35.41629,-82.57234 Date: October 16, 2020

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Strickland, Bev
From: [e-mail]
Sent: Wednesday, October 28, 2020 3:24 PM
To: [e-mail]
Subject: Pre -Filing Meeting Request Acknowledgement - Old Haywood Road - 20201609 Ver
Attachments: DWR Pre -Filing Meeting Request Form.pdf
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Old Haywood Road that you
submitted on 10/2612020. The ID number for that project is 20201600, Version 1.
Reviewer Contact Information:
Reviewer: Kaylie Yankura
Email: [e-mail]
Reviewing Office: Asheville Regional Office - [phone]
You will either be contacted by staff to set up a meeting or notified by email that the 30 calendar day clock has been reached and you
are allowed to submit your application.
This email was automatically generated by Laserfche *vdit w. Please do not respond to this email address, as responses are not
monitored.

ID#* 20201609
Version* 1
Regional Office * Asheville Regional Office - [phone]
Reviewer List* Kaylie Yankura
Pre -Filing Meeting Request submitted 10/2612020
Contact Name* Jennifer Robertson
Contact Email Address* [e-mail]
Project Name* Old Haywood Road
Project Owner* Moore & Sons Site Contractor
Project County* Henderson
Owner Address: 9treetAddress
338 S. Sharon Amity Road #411
Address Line 2
City State / Rwme I Pagion
Charlotte North Carolina
Fbstai / Zip Qxde 0""
28211 United States
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - r 401 Water Quality Certification -
Regular Express
f Individual Pen -nit F Modification
* Shoreline Stabilization
Does this project have an existing project ID#?*
r- Yes G No
Do you know the name of the staff member you would like to request a meeting with?
Kaylie Yankura
Please give a brief project description below.*
single family residential project on 16.55 acre, low density
Please give a couple of dates you are available for a meeting.
10/29/2020

10/30/2020
11 /9/2020
11 / 10/2020
Please attach the documentation you would like to have the meeting about.
09 Aquatic Resource Sketch Map.pdf
3.74MB
10 Parcel Map.pdf
91.27KB
12 USGS Topo.pdf
2.28MB
19 LiDAR.pdf
2.67MB
17 Stream Class.pdf
662.31<13
PCI «+M
By digitally signing below, I certify that 1 have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
a This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 10/26/2020

RECEIVED
Preliminary ORM Data Entry Fields for New Actions
SAW — 201 -
BEGIN DATE [Received Date]:
N O V 3 0 2020
NCDEQ/DWR/NPDES
Prepare file folder ❑ Assign Action ID Number in ORMFI
1. Project Name [PCN Form A2a]: The Cottages at Hayes MITI
2. Work Type: Private F Institutional ❑ Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 63e]:
Single family residential subdivision and a commercial lot.
4. Property Owner / Applicant [PCN Form A3 or A4]: Moore & Son Site Contractors, Inc for both
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form 65b]: none known
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
5310 Old Haywood Road, Mills River, NC 28759
Lat: 35.41629, Long:-82.57234
8. Project Location -Tax Parcel ID [PCN Form 131a]: 9632559570
9. Project Location —County [PCN Form A2b]: Henderson
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Mills River
11. Project Information — Nearest Waterbody [PCN Form 132a]: McDowell Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 62c]: 06010105, Upper French Broad
Authorization: Section 10 ❑ Section 404 ❑✓ Section 10 & 404 ❑
Regulatory Action Type:
❑Standard Permit
Nationwide Permit #
❑ Regional General Permit #
❑✓ Jurisdictional Determination Request
BPre -Application Request
Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

VIRONMENTAL
November 27, 2020
US Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. David Brown
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Re: Old Haywood Road - +/- 16.55 Acres
5310 Old Haywood Road, Mills River, NC 28759
Preliminary Jurisdictional Determination Request
David:
The applicant of the project parcel, Mr. Brian Kirk of Moore & Son Site Contractors, Inc. at 103
McDowell Road, Mills River, NC 28759-2545, is requesting approval of the enclosed delineation
package of Waters of the U.S. for a preliminary jurisdictional determination. Moore & Sons Site
Contractors, Inc. owns the project parcel at 5310 Old Haywood Road, Mills River, NC 28759
(parcel 9632559570).
Atlas Environmental staff was onsite during October 2020 and assessed the presence of three
streams (CH 100, CH 2O0, and CH 300). CH 100 is perennial for approximately 885 linear feet
originating off property then flowing West to East and off property. CH 200 is perennial,
originates off site, flows for approximately 172 linear feet then flows into CH 100. CH 300 is
perennial, originates off site, flows for approximately 907 linear feet then flows into CH 100.
Seven wetlands were flagged on the subject property as WL 1000 (0.021 acre), WL 2000
(0.0002 acre), WL 3000 (0.027 acre), WL 3100 (0.003 acre), WL 3200 (0.018 acre), WL 3300
(0.006 acre), and WL 3400 (0.005 acre).
Three jurisdictional streams and seven wetlands were observed during the detailed site
evaluation. Enclosed are the necessary jurisdictional determination documents and additional
information. Thank you for your attention to the enclosed request. Please contact me if you
need any additional information.
Best regards, j0U&�, a- /J& t �c :»,.
Jennifer L Robertson, President
[e-mail]
ATLAS Environmental, Inc.
338 S. Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atiasenvi.com / Offices in Asheville and Charlotte

Jurisdictional Determination Request
US Army Corps
of Engineers
Wiftngton Dlstna
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/ReizullatoiyPermitProgram/Contact/CounlyLocator. 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/LJSACE 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 I

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 5310 Old Haywood Road
City, State:
Mills River, NC 28759
County: Henderson
Parcel Index Number(s) (PIN):
9632559570
B. REQUESTOR INFORMATION
Name: Moore & Son Site Contractors, Inc
Mailing Address:
103 McDowell Road
Mills River, NC 28759
Telephone Number:
828-891-8900
Electronic Mail Address:
[e-mail]
Select one:
aI 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:
Moore & Son Site Contractors, Inc.
Mailing Address:
103 McDowell Road
Mills River, NC 28759
Telephone Number:
828-891-8900
Electronic Mail Address:
[e-mail]
Must provide completed Agent Authorization Forn /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.
Moore & Son Site Contractors, Inc. / Ricky L Moore - Owner
Print Name
Capacity: ❑✓ Owner ❑ Authorized Agents
10-26-20
Date
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
rocess.
XX 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.
HA 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:
s For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
a 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
DMap of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓❑ Size of Property or Review Area 16.55 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
a
Project Coordinates (Decimal Degrees): Latitude:
35.41629
Longitude: -82.57234
aA legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 11x17 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)
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.army.mil/Missions/Regulatory-Permit-
Proeram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
Completed 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
aAerial Photograph
USGS Topographic Map
aSoil Survey Map
21 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
aNC Division of Water Resources Stream Identification Forms
Other Assessment Forms
e www saw usace.army.mil/Portals/59/docs/regulatory/re2docs/JD/RGL 08-02 App A Prelim JD Form fillable.ndf
' Please see http://www.saw.usace.army.mil/Missions/Re ug lato[y-Permit-Program/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

-q"VIRONMENTAL
AGENT AUTHORIZATION FORM
U.S. Army Corps of Engineers, Wilmington District
Attn: Mr. Scott McLendon, Chief, Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Resources, Water Quality Program
Wetlands, Buffers, Streams — Compliance and Permitting Unit
Attn: Mrs. Karen Higgins, Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1650
I, the current landowner, lessee, contract holder to purchase, right to purchase holder, or easement
holder of the property/properties identified below, hereby authorize Atlas Environmental Inc to act on my
behalf as my agent during the processing of permits to impact Wetlands and Waters of the US that are
regulated by the Clean Water Act and the Rivers and Harbors Act. Federal and State agents are
authorized to be on said property when accompanied by Atlas Environmental Inc staff for the purpose of
conducting on -site investigations and issuing a determination associated with 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 and Waters of the State including 404 Wetlands, Isolated Wetlands, and other non-404
Wetlands subject to a permitting program administered by the State of North Carolina. Atlas
Environmental Inc is authorized to provide supplemental information needed for delineation approval
and/or permit processing at the request of the Corps or NC DWR Water Quality Program.
Project Name:
The Cottages at Hayes Mill
Property Owner of Record: Moore & Son Site Contractors, Inc. / Previous Ann Hayes McDonald
Contact Name:
Brian S Kirk, Sr.
Address:
103 McDowell rd Mills River, NC 28759
Address:
Phone/Fax Number:
828-891-8900
Email Address:
[e-mail]
Project Address:
5310 Old Haywood Rd, Mills River, NC
Project Address:
Tax PIN:
9632559435
Signature:
Date:
10-26-20
ATLAS Environmental Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o)/ 828-712-9205(m)
[e-mail]
www.atiasenvi.com

10/8/2020
151 Patton Avenue, Asheville, INC to 5310 Old Haywood Rd, Mills River, INC 28759 - Google Maps
Go
gle Maps
151 Patton Avenue, Asheville, NC to 5310 Old Drive 18.6 miles,
25 min
Haywood Rd, Mills River, NC 28759
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151 Patton Ave
Asheville, NC 2880*
Get on 1-240 W
1 min (0.6 mi)
t 1. Head west on Patton Ave toward S French Broad
Ave
0.4 mi
2. Keep left at the fork, follow signs for US-1 9 S/US-
23 S/1-240 W/W Asheville and merge onto 1-240 W
0.2 mi
Follow 1-26 E to NC-280 W/Airport Rd. Take exit 40 from 1-26
E
14 min (13.5 mi)
3. Merge onto 1-240 W
0.6 mi
4. Keep right at the fork to continue on 1-26 E
12.6 mi
https://www.google.com/maps/dir/151 +Patton +Avenue, +Ashevi Ile,+ IN C/531 0+0 Id + Haywood+ Rd,+ M ills+ River,+ N C +28759/@ 35.4988086,-82.6384884... 1/2

10/8/2020 151 Patton Avenue, Asheville, NC to 5310 Old Haywood Rd, Mills River, NC 28759 - Google Maps
y' S. Take exit 40 for NC-280/Asheville Regional Airport
toward Arden
0.2 mi
6. Keep right at the fork, follow signs for WNC
Agriculture Center/Airport and merge onto NC-280
W/Airport Rd
377 ft
Continue on NC-280 W to your destination in Mills River
7 min (4.6 mi)
7. Merge onto NC-280 W/Airport Rd
f) Continue to follow NC-280 W
p 8. Turn right onto Old Haywood Rd
F* 9. Turn right at Thunder Hill Ln
p 10. Keep right
&,,, Restricted usage road
5310 Old Haywood Rd
Mills River, NC 28759
These directions are for planning purposes only.
You may find that construction projects, traffic,
weather, or other events may cause conditions to
differ from the map results, and you should plan
your route accordingly. You must obey all signs or
notices regarding your route
3.6 mi
0.9 mi
46 ft
446 ft
https://www.google.com/maps/dir/l 51 +Patton+Avenue,+Asheville,+NC/5310+OId+Haywood+Rd,+Mills+River,+NC+28759/@35.4988086,-82.6384884... 2/2

10/8/2020 2090 U.S. 70, Swannanoa, NC to 5310 Old Haywood Rd, Mills River, NC 28759 - Google Maps
Go -:gle Maps 2090 U.S. 70, Swannanoa, NC to 5310 Old Haywood Drive 26.0 miles, 33 min
Rd, Mills River, NC 28759
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Map data @2020 2 mi,
2090 US-70
Swannanoa, NC 28778
Get on 1-40 W from US-70 W
5 min (3.0 mi)
t 1. Head southwest toward US-70 W
121 ft
41 2. Turn left toward US-70 W
102 ft
f* 3. Turn right onto US-70 W
2.4 mi
4. Turn left onto Porters Cove Rd
0.2 mi
5. Turn right to merge onto 1-40 W toward Asheville
0.3 mi
Follow 1-40 W and 1-26 E to NC-280 W/Airport Rd. Take exit
40 from 1-26 E
18 min (18.5 mi)
https://www.google.com/maps/dir/2090+U.S.+70,+Swannanoa,+NC/531 O+Old+Haywood+Rd,+M i Its+River,+N C+28759/@35.4998023,-82.5878308,12... 1 /2

10/8/2020 2090 U.S. 70, Swannanoa, NC to 5310 Old Haywood Rd, Mills River, NC 28759 - Google Maps
A 6. Merge onto 1-40 W
8.8 mi
'y 7. Use the left lane to take exit 46 A to merge onto I-
26 E toward US-74 E/Hendersonville/Spartanburg
9.4 mi
y' 8. Take exit 40 for NC-280/Asheville Regional Airport
toward Arden
0.2 mi
9. Keep right at the fork, follow signs for WNC
Agriculture Center/Airport and merge onto NC-280
W/Airport Rd
377 ft
Continue on NC-280 W to your destination in Mills River
7 min (4.6 mi)
10. Merge onto NC-280 W/Airport Rd
48 Continue to follow NC-280 W
r► 11. Turn right onto Old Haywood Rd
r+ 12. Turn right at Thunder Hill Ln
1* 13. Keep right
. Restricted usage road
5310 Old Haywood Rd
Mills River, NC 28759
These directions are for planning purposes only.
You may find that construction projects, traffic,
weather, or other events may cause conditions to
differ from the map results, and you should plan
your route accordingly. You must obey all signs or
notices regarding your route.
3.6 mi
0.9 mi
46 ft
446 ft
https://www.google.com/maps/dir/2090+U.S.+70,+Swannanoa,+NC/5310+Old+Haywood+Rd,+Mills+River,+N C+28759/@35.4998023,-82.5878308,12... 2/2

Henderson Countv. NC Tax Parcel ReDort Fridav, November 27, 2020
REID:
Listed to:
Mailing Address:
Mailing City, State, Zip
Physical Address:
Deed:
Date Recorded:
Revenue Stamps:
County Zoning:
Property Description:
Map Sheet:
Assessed Acreage
Building Value:
Land Value:
Value To Be Billed:
North Carolina Senate District
Parcel Information
10006041 Pin: 9632559435
MOORE & SON SITE
CONTRACTORS, INC.
103 MCDOWELL RD
MILLS RIVER, NC 28759
5310 OLD HAYWOOD RD
003582/00135
2020-10-16 17:04:00.0
804
Cities
RECOMBINATION PL2020-12783
Neighborhood:
Township:
Municipality:
Tax District:
Plat:
Elementary School District:
Middle School District:
High School District:
Soil:
9632.00
Voting Precinct:
13.82000000
Commissioner District
$0.00
Agricultural District
$0.00
North Carolina House District
$0.00
U.S. House District
48 Flood Zone:
TOWN OF MILLS RIVER (E)
Mills River
MILLS RIVER
MILLS RIVER TOWN
2020 12783
MARLOW
RUGBY MIDDLE
WEST HIGH
Chandler stony loam, 45 to 70
percent slopes
Mills River North
3
None Found
117
11
Zone X, Not Shaded (Areas
outside of the flood plain),Zone X,
Shaded, 0.2% (500 Year
Floodplain)
THIS IS NOT A SURVEY.
Henderson County
Geographic Information Systems (GIs)
All information or data provided, whether subscribed, purchased or otherwise distributed, whether in hard copy or digital
200 North Grove Street
media, shall be at the users€TMs own risk. Henderson County makes no warranties or guarantees, including the warranties of
Hendersonville, NC 28792
merchantability or of fitness for a particular purpose. Map data is not appropriate for, and is not to be used as, a geodetic,
P: [phone]
legal, or engineering base system. The data is not intended as a substitute for surveyed locations such as can be determined
F: [phone]
by a registered Public Land Surveyor, and does not meet the minimum accuracy standards of a Land Information
System/Geographic Information System Survey in North Carolina (21 NCAC 56.1608).

cR..aI1_cm. -
NW4R_IMNmM1r_CeM
.. .. e
CHIW NORTN CAROLINA
R3 RNERWE lmPa
BBS FOOT
ATrtUBPER
55AI)A0500
ffi.57210000
CH MO NORTH CAROL�NA
N RIVERINE
1)2 fOOT
A RWER
35A1552000
-51D55000
CH 300 NORM CAROLINP
WL1000 NORTH G)JIOLINA
RS RNERRlE LMAer
PFO —ESS Am
BOiFOOT
05)1 ACRE
A)T0.10PER
MWETNATSEP
.4150)OW
MA16)1000
—11—
-5).Si2W000
WL )OW NORTH CAROUNA
PFO CEPRE"
PFO OE%2E. Ame
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OAI —E
MWETP&li
MWETA&1T
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MAl)1W00
d).51d&1000
d151155000
WL T000 NdttHfMOLINA
-3100 NpRH G0.OLINA
Pf0 OEfKtE. A1aa
OAOS ACRE
MWETABUT
]SAfMlO50
-B1Sift3000
WL JNO NpRn GNOIRU
WL ]Yp NORTH CMOLm
PFO OFPRE.
KO —E. Nm
0.015 ACRE
0.005 ACNE
MWETPBUT
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-@SilOB000
-035i0%OW
W— Np1TH C-1-
PFO .-EsS Naa
0.005 PORE
MWETABUT
JSA1561000
$L.5>005000

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: Click here to enter a date.
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Moore & Son Site Contractor, 103 McDowell Road,
Mills River, NC 28759-2545
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Old Haywood Road, Asheville
Office
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: LOCATION DESCRIPTION
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
NC County: Henderson City: Mills River
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.41629 Longitude:-82.57234
Universal Transverse Mercator: NAD 83
Name of nearest waterbody: McDowell Creek, Class C
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): October 13, 2020
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Geographic authority to
aquatic resources in
Type of aquatic
which the aquatic resource
Site Number
Latitude (decimal
Longitude (decimal
review area (acreage
resources (i.e.,
may be„ subject (i.e.,
degrees)
degrees)
and linear feet, if
wetland vs. non -
Section 404 or Section
applicable
wetland waters)
10/404)
CH 100
35.41740
-82.57210
885 Linear Feet
Non -wetland
Section 404
CH 200
35.41662
-82.57366
172 Linear Feet
Non -wetland
Section 404
CH 300
35.41607
-82.57108
907 Linear Feet
Non -wetland
Section 404
WL 1000
35.41671
-82.57294
0.021 Acre
Wetland
Section 404
WL 2000
35.41650
-82.57363
0.0002 Acre
Wetland
Section 404
WL 3000
35.41716
-82.57158
0.027 Acre
Wetland
Section 404
WL 3100
35.41646
-82.57122
0.003 Acre
Wetland
Section 404
WL 3200
35.41577
-82.57109
0.018 Acre
Wetland
Section 404

WL 3300
35.41576
-82.57095
0.006 Acre
Wetland
Section 404
WL 3400
35.41567
-82.57096
0.005 Acre
Wetland
Section 404
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 (AID) 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 NWT 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: Topo, USGS Topo, Lidar, WSS, NWI, NHD, HUC 12, HUC 8, Aerial, Parcel Map
® 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: Skyland
® Natural Resources Conservation Service Soil Survey. Citation: GIS Datasets
® National wetlands inventory map(s). Cite name: GIS Datasets _
❑ State/local wetland inventory map(s):
® FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Aerials
or ®Other (Name & Date): October 13, 2020_
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later iurisdictional determinations.
Signature and date of Regulatory
staff member completing PJD
Click here to enter a date.
11 /27/20
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester 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.

r
r
t
Hill Ln
Legend
Review Area
Streets
Contours: 2 Ft
Delineation
Culvert
Perennial Fill
Wetland Fill
_ A uatic Resource Sketch Map- - - - - - - --- - - - - -
- -..........
etaill,P
Sketch Map provided for illustrative
purposes and preliminary planning only.
Not intended to be relied upon for exact
location, dimension, or orientation. All
findings and assessments are subject to
verification from the Army Corps of
Engineers, NC Division of Water
Resources, and/or other appropriate local
authorities. Do not reproduce map set
except in its entirety.
O
�0- , 1
Project Name: Old Haywood Road
15
Location: 5310 Old Haywood Road. Mills River, NC 28759
i1�0 �Wt
IRONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk°
Paae 1 of 5 Coordinates: 35.41629,-82.57234 Date: October 16, 2020

-""AIRONMENTAL
Paae 2 of 5
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234
Date: October 16, 2020

Aquatic Resource Sketch Ma
Potential Non Wetland
CH 100, - 885 LF
✓_i
55
Potential Wetland
\
WL 2000, - 0.0002 Ac
Potential Non Wetland
a /' Wetland WL 1000, - 0.021 Ac
0
oa
_
a
Legend
ill Ln
Review Area
Potential Non Wetland I
o Streets
CH 2O0, - 172 LF
Delineation
M Culvert Existing culvert at
M Perennial CH 200 off site
Wetland
0 25 50 75 100 Ft
Contours: 2 Ft
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
inoNMENTAL
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Detail 1
Coordinates: 35.41629,-82.57234
Date: October 16, 2020
Page 3 of 5
1

Aquatic Resource Sketch Ma
CH 100 Continued
Potential Wetland
WL 3000, - 0.027
Legend
O Review Area
o Streets
Delineation
Culvert
M Perennial
Wetland
Contours: 2 Ft `
Project Name: Old Haywood Road
' Location: 5310 Old Haywood Road. Mills River, NC 28759
IRCINMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Page 4 of 5 Detail 2 Coordinates: 35.41629,-82.57234
Potential Non Wetland
CH 300, - 907 LF
Potential Wetland
WL 3100, - 0.003 Ac
Date: October 16, 2020
A
25 50 75 100 Ft

Potential Wetland
W L 3200, - 0.018 Ac
Legend
O Review Area
o Streets
Contours: 2 Ft
Delineation
M Culvert
M Perennial
Wetland
uatic Resource Sketch Ma
CH 300 continued
Potential Wetland
WL 3300, - 0.006 Ac
Potential Wetland
WL 3400, - 0.005 Ac
—�-� CH 300 continued
/ A
r
0 25 50 75 100 Ft
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
IRONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Paae 5 of 5 Detail 3 Coordinates: 35.41629,-82.57234 Date: October 16, 2020

Parcel Map
9632559570
Legend
O Review Area
o Streets
Henderson County Parcels
1)3
0 150 300 450 600 Ft
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
inONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234 Date: October 5, 2020

- z Fe ropo
I'X\X\x�11� 19V
LegendStreets
Review Area
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234 Date: October 5, 2020

Legend
O Review Area
USGS Topo
IRONMENTAL
V q USGS Topo
r
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234
1)3
0 150 300 450 600 Ft
Date: October 5, 2020

USGS Topo
A L:.; I ��( I
a ,
1 •+i��y ram..-+�
' ���� jjj S
"//��
11
4• im n Q C , ' y�•
,.;-44
e well
S ffr �t •t
` '�-IN
U F 0
y ice_ ,� -�j'i `� Ir ,` '�.� ���►1rr`
, i. el"
41
.s 4 IL
11
Legend ',
,r
O Review Area —
; lie/ +
USGS Topo ;' ��� ��
�} 0 200 400 600 800 Ft
r
Name: Old Haywood Road
-41%Project
Location: 5310 Old Haywood Road. Mills River, NC 28759
IRONMENTAL
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234
Date: October 5, 2020

NWI Map
Ristau Ln
3
is
m
ate`
J�
a
v
0
_U
2
Co Rd 1352
d
Legend
Ridge
ee gc1d9eR
O Review Area
o Streets
Ct
3
�
s 1NO
NWI
B� Sk
c�
o
c)
`Y
_
0 Freshwater Forested/Shrub
Wetland
L_
fD
3
0 Freshwater Pond
0 200 400 600 800 Ft
O Riverine
Project Name: Old Haywood Road
4-
Location: 5310 Old Haywood Road. Mills River, NC 28759
IRONMENTAL
For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234
Date: October 5, 2020

3P 25 S N
35° 24' ST N
3 Soil Map —Henderson County, North Carolina M
(Review Area)
3 3
Map SmL: 1:2,240 W prc�d on A Porbat (8S" x 11') sheet. M
Meters
m N 0 30 W 120 18D
AFeet
0 100 2DD 400 600
Map pmlecbon: Web Mermror Comer mordinates: WGS84 Edge tim: UfM Zane 17N WGS84
VSaw Natural Resources Web Soil Survey 10/7/2020
211111111111 Conservation Service National Cooperative Soil Survey Page 1 of 3
35° 255'N
39 24' 50' N
Project Name: Old Haywood Road
' Q Location: 5310 Old Ha wood Road. Mills River, NC 28075
IRONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234 Date: October 7, 2020

Soil Map —Henderson County, North Carolina
(Review Area)
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at
0
Area of Interest (AOI)
Q
Stony Spot
1:20,000.
Soils
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
0
Sol[ Map Unit Polygons
10
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
,y
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
Soil Map Unit Points
•�
Special Line Features
contrasting soils that could have been shown at a more detailed
Special
Point Features
scale.
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow Pit
measurements.
Transportation
Clay Spot
Rails
Source of Map: Natural Resources Conservation Service
Closed Depression
t-i-t
Web Soil Survey URL:
•r
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
ry
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
•
Gravely Spot
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
0
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
Lava Flow
accurate calculations of distance or area are required.
Background
Marsh or swamp
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: Henderson County, North Carolina
O
Miscellaneous Water
Survey Area Data: Version 20, Jun 4, 2020
O
Perennial Water
Soil map units are labeled (as space allows) for map scales
Rock Outcrop
1:50,000 or larger.
'�"
Saline Spot
Date(s) aerial images were photographed: May 3, 2020—May 7,
2020
•
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
t srm Natural Resources
-001111111i Conservation Service
Web Soil Survey
National Cooperative Soil Survey
Project Name: Old Haywood Road
106/2020
Page 2 of 3
77"Location.- 5310 Old Haywood Road. Mills River, NC 28075
"ENVIRONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234 Date: October 7, 2020

Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CaG
Chandler stony loam, 45 to 70
percent slopes
6.2
4.1
38.2%
Cc
Codorus loam (arkaqua)
25.1%
FaE
Fannin sift loam, 15 to 25 6.0
percent slopes
36.7%
HyC
Hayesville loam, 7 to 15 0.0
percent slopes
0.0%
Totals for Area of Interest 16.3
100.0%
I sr» Natural Resources Web Soil Survey 10/7/2020
i Conservation Service National Cooperative Soil Survey Page 3 of 3
Project Name: Old Haywood Road
TLMLocation- 5310 Old Haywood Road. Mills River, NC 28075
'441IRONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234 Date: October 7, 2020

NHD Map
Legend
Review Area
Streets
2 Ft Contours
Streams
Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
1VIRCINIVIENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
0 150 300 450 600 Ft
Coordinates: 35.41629,-82.57234 1 Date: October 5, 2020

Q c Project Name: Old Haywood Road
Location: 5310 Old Haywood Road. Mills River, NC 28759
11 %—RONMENTAL For: Moore & Son Site Contractor Attn: Mr. Brian Kirk
Coordinates: 35.41629,-82.57234 Date: October 7, 2020

10
8
c
c 6
v
c
cc
c
4
2
0
All LUCUUU[IL rtUC1 IldLIUII VS IVU(III dI Ilan YU UdbUU UII IVUAA S UdIly UIUUdl nISIUIICd1 611111d1UIU tVGlVVUIK
Daily Total
— 30-Day Rolling Total
30-Year Normal Range
2020-08-14
2WO-09-13
020-10-13
Mar Apr May Jun Jul Aug sep Oct Nov uec Jan Eel
2020 2020 2020 2020 2020 2020 2020 2020 2020 2020 2021 202
Coordinates
35.41629,-82.57234
Observation Date
2020-10-13
Elevation (ft)
2153.83
Drought Index (PDSI)
Extreme wetness (2020-09)
Web WIMP H2O Balance
Wet Season
30 Days Ending
301" %ile (in)
70" %ile (in)
Observed (in)
Wetness Condition
Condition Value
Month Weight
Product
2020-10-13
2.917323
5.32441
8.468504
Wet
3
3
9
2020-09-13
2.379134
5.257087
5.216536
Normal
2
2
4
2020-08-14
3.132677
5.699213
6.677166
Wet
3
1
3
Result
Figure and tables made by the
Antee"wt Pracipitation Tool
Version 1.0
' Weather Station Name Coordinates Elevation (ft) Distance (mi) Elevation A Weighted A Days (Normal) Days (Antecedent)
ASHEVILLE RGNL AP 35.4319,-82.5375 2117.126 2.239 36.704 1.09 11353 90
Written by Jason Deten
U.S. Amy Corps of Engineers

Stream Reach Evaluation Form
Date:
10-13-2020 1 Evaluator: I Atlas Environmental, Inc.
Eastin :
35.41740
Project:
Old Haywood Road
Northing:
-82.57210
CH 100 Perennial
Total Points:
Stream is at least intermittent if > 19 or perennial if > 30*
40.5
(right -click the purple number and left -click Update Field to summarizepoints'
A. Geomorphology
Absent
Weak
Moderate
Strong
SCORE
la. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: riffle- / step- pool sequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic flood lain
0
1
2
3
2
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
2
8. Headcuts
0
1
2
3
0
9. Grade controls
0
0.5
1
1.5
1
10. Natural valley
0
0.5
1
1.5
1
11. Second or greater order channel
No = 0
Yes = 3
3
Geomorphology Subtotal
a Man-made ditches are not rated: see discussion in NCDWQ Manual
B. Hvdrologv
12. Presence of Baseflow
0
1
2
3
3
13. Iron Oxidizing Bacteria
0
1
2
3
1
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Or anic debris lines or piles Wrack lines
0
0.5
1
1.5
0.5
17. Soil -based Evidence of high water table?
No = 0
Yes = 3
3
Hydrology Subtotal
C. Bioloav
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos note diversity and abundance
0
1
2
3
2
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
1.5
23. Crayfish
0
0.5
1
1 1.5
1
24. Amphibians
0
0.5
1
1.5
1
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW= 0.75, OBL= 1.5, Other= 0
0
Biology Subtotal
perennial streams may also be identified using other methods. See page 35 of NCDWQ manual.
Notes:
I certify that this evaluation conforms to the latest version
the NCDWQ document entitled Methodology for Identification
of Intermittent and Perennial Streams and their Origins.
Signature of Certified Evaluator
(version 4.11)
Form #PC039

Stream Reach Evaluation Form
Date: 10-13-2020 1 Evaluator: I Atlas Environmental, Inc. Eastin : 35.41662
Project: Old Haywood Road Northing:-82.57366
CH 2O0, 300 Perennial
Total Points:
Stream is at least intermittent if > 19 or perennial if > 30'
(right -click the purple number and left -click Update Field to summarizepoints)
A. Geomorphology
Absent
Weak
Moderate
Strong
SCORE
la. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In -channel structure: riffle- / step- pool sequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic flood lain
0
1
2
3
1
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
1
9. Grade controls
0
0.5
1
1.5
0.5
10. Natural valley
0
0.5
1
1.5
0.5
11. Second or greater order channel
No = 0
Yes = 3
0
Geomorphology Subtotal
a Man-made ditches are not rated: see discussion in NCDWQ Manual
B. Hydrology
12. Presence of Baseflow
0
1
2
3
3
13. Iron Oxidizing Bacteria
0
1
2
3
2
14. Leaf litter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
0.5
16. Organic debris lines or piles Wrack lines
0
1 0.5
1
1.5
1 0.5
17. Soil -based Evidence of high water table?
No = 0
Yes = 3
3
Hydrology Subtotal
::I
_:j
Bioloav
18. Fibrous roots in streambed
3
2
1
0
2
19. Rooted upland plants in streambed
3
2
1
0
1
20. Macrobenthos note diversity and abundance
0
1
2
3
1
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1 1.5
1
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW= 0.75, OBL= 1.5, Other= 0
0
Biolog,Subtotal
perennial streams may also be identified usina other methods. See oaae 35 of NCDWQ manual.
Notes:
I certify that this evaluation conforms to the latest version of
the NCDWQ document entitled Methodology for Identification
of Intermittent and Perennial Streams and their Origins.
Signature of Certified Evaluator
(version 4.11)
Form #PC039

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: Old Haywood Road City/County: Mills River/ Henderson Sampling Date: ocWbe 13,2020
Applicant/Owner: EastGroup Properties/ Brian Kirk State: NC Sampling Point: Forested We0ands
Investigator(s): J Robertson, J Sinclair, A Baggarley Section, Township, Range:
Landform (hillside, terrace, etc.): Depression Local relief (concave, convex, none): Concave Slope (%): -2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.41671 Long:-82.57294 Datum: NAD 83
Soil Map Unit Name: Codorus NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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:
Climate conditions are wetter than nonnal. See attached climate data report (NOANs Daily Global Historical Climatology Network). All Wetlands are
forested.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is reauired:
check all that apply)
_Surface Soil Cracks (66)
X Surface Water (Al)
_True Aquatic Plants (B14)
X Sparsely Vegetated Concave Surface (B8)
X High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (B10)
X Saturation (A3)
X Oxidized Rhizospheres on Living Roots (C3)
X Moss Trim Lines (B16)
—Water Marks (B1)
—Presence of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
—Sediment Deposits (62)
—Recent Iron Reduction in Tilled Soils (C6)
X Crayfish Burrows (C8)
_ Drift Deposits (B3)
_Thin Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
—Algal Mat or Crust (64)
—Other (Explain in Remarks)
—Stunted or Stressed Plants (D1)
X Iron Deposits (135)
_Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (B7)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (135)
Field Observations:
Surface Water Present? Yes X
No Depth (inches): 0
Water Table Present? Yes X
No Depth (inches): 0
Saturation Present? Yes X
No Depth (inches): 0
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetter than normal
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: Forested wetlands
Tree
Stratum (Plot size: 30 )
% Cover
1.
Fraxinus pennsylvanica
2
2.
Liquidambar styraciflua
5
3.
Acer rubrum
2
4.
Quercus rubra
5
5.
Quercus a/ba
2
6.
7.
Species? Status
No
FACW
Yes
FAC
No
FAC
Yes
FACU
No
FACU
16 =Total Cover
50% of total cover: 8 20% of total cover:
Sapling/Shrub Stratum (Plot size: 15 )
1. Ligustrum sinense 5
2. Acer rubrum 5
3. Lindera benzoin 3
4.
5.
6.
Yes
Yes
Yes
4
FACU
FAC
FAC
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 5 (A)
Total Number of Dominant
Species Across All Strata: 7 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 71.4% (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
0
x 1 =
0
FACW species
9
x 2 =
18
FAC species
17
x 3 =
51
FACU species
12
x 4 =
48
UPL species
0
x 5 =
0
Column Totals:
38
(A)
117 (B)
Prevalence
Index = B/A =
3.08
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is 53.0'
13 =Total Cover
_
- Morphological Adaptations' (Provide supporting
50% of total cover:
7 20% of total cover: 3
-4
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
_ Problematic Hydrophytic Vegetation' (Explain)
1. Juncus effusus
2 Yes FACW
'Indicators of hydric soil and wetland hydrology must be
2. Osmundastrum cinnamomeum
5 Yes FACW
present, unless disturbed or problematic.
3.
Definitions of Four Vegetation Strata:
4•
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
SaplinglShrub - 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.
7 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
4 20% of total cover: 2
height.
Woody Vine Stratum (Plot size: 30 )
1. Toxicodendron radicans 2 No FAC
2.
3.
4.
5. Hydrophytic
2 =Total Cover Vegetation
50% of total cover: 1 20% of total cover: 1 Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont -Version 2.0

SOIL
Sampling Point: Fo twweuands
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' LoC2 Texture Remarks
0-6 5YR 5/1 80 5YR 5/4 20 C M Loamy/Clayey Distinct redox concentrations
6-16 7.5YR 5/2 100 Loamy/Clayey
RM=Reduced Matrix. MS=Masked Sand Grains.
Hydric Soil Indicators:
_Histosol (At)
_ 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 (Al 2)
_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 (173)
_ 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 Sol
2 cm Muck (At0) (MLRA 147)
—Coast Prairie Redox (A16)
(MLRA 147, 148)
X Piedmont Flood plain 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 6116-4SG, 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: Old Haywood Road City/County: Mills River/ Henderson Sampling Date: OMba 13,2020
Applicant/Owner: EastGroup Properties/ Brian Kirk State: NC Sampling Point: uWan°Dab Fm
Investigator(s): J Robertson, J Sinclair, A Baggarley Section, Township, Range:
Landform (hillside, terrace, etc.): Hillside Local relief (concave, convex, none): Convex Slope (%): —2
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.41678 Long:-80.94249 Datum: NAD 83
Soil Map Unit Name: Codorus NWI classification: None
Are climatic / hydrologic conditions on the site typical for this time of year? Yes No X (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:
Climate conditions are wetter than normal. See attached climate data report (NOAA's Daily Global Historical Climatology Network). Wetlands 2000
and 2100 are forested.
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired: check all that apply)
—Surface Soil Cracks (136)
_ Surface Water (Al)
—True Aquatic Plants (1314)
—Sparsely Vegetated Concave Surface (68)
—High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (B10)
—Saturation (A3)
—Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
—Water Marks (B1)
—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 (63)
_Thin Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_
_Algal Mat or Crust (64)
—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 (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes
No X Depth (inches): 0
Water Table Present? Yes
No X Depth (inches): 0
Saturation Present? Yes
No X Depth (inches): 0
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetter than normal
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0

r GVG IJ-LIMO \ tr VY1 %JLICILCQ) - %JOV a%AVI ILIl lV 110111CO VI P1011LO.
Absolute
Dominant
Tree Stratum (Plot size: 30 )
% Cover
Species?
1.
Quercus rubra
10
Yes
2.
Acer rubrum
5
No
3.
Liriodendron tulipifera
10
Yes
4.
U/mus americana
5
No
5.
6.
7.
30
=Total Cover
50% of total cover:
15 20% of total cover:
Sapling/Shrub
Stratum (Plot size: 15
)
1.
Ligusbum sinense
5
Yes
2.
3.
4.
5.
6.
0amNmi9ruun.
�piana vafa roan
idicator
Status
Dominance Test worksheet:
FACU
Number of Dominant Species
FAC
That Are OBL, FACW, or FAC:
1
(A)
FACU
Total Number of Dominant
FACW
Species Across All Strata:
6
(B)
Percent of Dominant Species
That Are OBL, FACW, or FAC:
16.7%
(A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
6
OBL species 0 x 1=
0
FACW species 5 x 2 =
10
FACU
FAC species 9 x 3 =
FACU species 33 x 4 =
UPL species 0 x 5 =
Column Totals: 47 (A)
Prevalence Index = B/A =
27
132
0
169
3.60
(B)
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
_
3 - Prevalence Index is 53.0'
5 =Total Cover
_
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
3 20% of total cover:
1
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1. Polystichum acrostichoides
5 Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2. Hexastylis arifolia
2 Yes
FAC
present, unless disturbed or problematic.
3. Fragaria vesca
3 Yes
FACU
Definitions of Four Vegetation Strata:
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub - Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
10 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
5 20% of total cover:
2
height.
Woody Vine Stratum (Plot size: 30 )
1. Toxicodendron radicans 2 No FAC
2.
3.
4.
5. Hydrophytic
2 =Total Cover Vegetation
50% of total cover: 1 20% of total cover: 1 Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0

SOIL Sampling Point: upland Data Forth
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) % TypeLoc Texture Remarks
0-3
5YR 5/4
100
Mucky Loam/Clay
3-8
7.5YR 5/4
100
Loamy/Clayey
8-18
7.5YR 5/3
80
7.5YR 5/2 20 C M Mucky Loam/Clay Faint redox concentrations
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (All 0) (MLRA 147)
_Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
_Black Histic (A3)
_Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (Al0) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (Al 1)
_ Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (All 2)
_ Redox Depressions (F8)
—Very Shallow Dark Surface (F22)
_ Sandy Mucky Mineral (S1)
_ Iron -Manganese Masses (F12) (LRR N,
—Other (Explain in Remarks)
Gleyed Matrix (S4)
MLRA 136)
—Sandy
_Sandy Redox (S5)
Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
ENG FORM 6116-4SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0