20201288 Ver 1_401 Application_20210506

Jennifer Robertson
From: [e-mail]
Sent: Sunday, October 25, 2020 12:00 AM
To: Jennifer Robertson
Cc: [e-mail]
Subject: Pre -Filing Meeting is not needed for Huntersville East - 20201288 Ver 1
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Huntersville East
that you submitted on 9/24/2020 3:11 PM. The ID number for that project is 20201288, Version 1.
It has been decided that no meeting is needed for this project.
Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1299760
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
1

Preliminary ORM Data Entry Fields for New Actions
SAW — 201 - 200802707
Prepare file folder n
BEGIN DATE [Received Date]:
Assign Action ID Number in ORM n
1. Project Name [PCN Form A2a]: North Creek Village (formerly Huntersville East)
2. Work Type: Private n Institutional n Government n Commercial ❑
3. Project Description / Purpose [PCN Form B3d and B3e]:
Mixed use consisting of a grocery store, shops, a gas station, town homes, and single family
homes. Shopping center and additional housing for area in need of goods and services.
4. Property owner /Applicant [PCN Form A3 or A4]: Magnolia Huntersville Dev Co, LLC / Steve Vinson
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: Atlas Environmental Inc
6. Related Action ID Number(s) [PCN Form B5b1: 2008-02707 / 20201288 (DWR)
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form Bib]:
35.45090 N-80.80475 W, 13560 Sam Furr Road Huntersville, NC 28078
01107315, 01107337, 01107317, 01107322, 01107320, 01107318
8. Project Location - Tax Parcel ID [PCN Form B1a]: 01107336, 01107319, 01126140, portion of 01126113
9. Project Location — County [PCN Form A2b]: Mecklenburg County
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Huntersville
11. Project Information — Nearest Waterbody [PCN Form B2a]: Ramah Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: Rocky, 03040105
Authorization:
Regulatory Action Type:
Section 10 ❑ Section 404 n Section 10 & 404 n
Standard Permit
Nationwide Permit # 29
❑ Regional General Permit #
❑ Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
n Compliance
❑ No Permit Required
Revised 20180124

1,
VIRONMENTAL
US Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. Bryan Roden -Reynolds
8430 University Executive Park Drive, Suite 611
Charlotte, North Carolina 28262
May 3, 2021
NC Division of Water Resources
401 and Buffer Permitting Unit
Attn: Mr. Paul Wojoski
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: North Creek Village (formerly Huntersville East) — +/- 55 acres
13560 Sam Furr Road Huntersville, NC 28078
NWP 29 Verification Request
Corps Action ID SAW-2008-02707 / DWR Project # 20201288
Bryan/Paul,
Magnolia Huntersville Development Co, LLC (Mr. Stephen Vinson) is requesting approval of the
enclosed nationwide permit 29 verification for unavoidable impacts to Waters of the United
States. An approved jurisdictional determination was issued for the project on 10/01/2020.
The purpose for the project is for residential development including multi -family townhomes
and single-family residences.
Proposed impacts to aquatic resources include one wetland impact totaling 0.009 acre and one
stream impact totaling 0.012 acre, 191 linear feet. Wetland impact W1 and stream impact S1
are related to road construction in the multi -family section of the neighborhood. This road
crossing includes required sidewalks on either side, parallel parking spaces adjacent to the road,
and the required side slopes necessary to meet local approval. A guardrail would be required if
any steeper side slopes were used. The crossing is located along the intermittent section of
channel CH 200 at a narrow section. The impact will occur at the headwaters of CH 200.
During construction all seepage will be collected within the culverted drainage system to ensure
that no impacts to receiving waters occur.
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,
ilegivyfr
Jennifer L Robertson
[e-mail]
ATLAS Environmental, Inc.
338. S Sharon Amity Road #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
www.atlasenvi.com / Offices in Asheville and Charlotte

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: Huntersville East
Property Owner of Record:
Contact Name:
Address:
Address:
Phone/Fax Number:
Email Address:
Project Address:
Project Address:
Tax PIN:
Signature:
Date:
Magnolia Huntersville Development Co, LLC
Stephen Vinson
9525 Birkdale Crossing Drive, Suite 200
Huntersville, NC 28078
[phone]
svinson @ magnoliadevco.com
13560 Sam Furr Rd, Huntersville 28078
01107315, 01107337, 01107317, 01107322, 01107320, 01107318, 01107336,
01107319, 01126140, and an easement on 01126113
7/ d-/da
A nf,. Environmental Inc.
338 S. Sharon Amity Road, #411
Charlotte, North Carolina 28211
704-512-1206 (o) / 828-712-9205 (m)
[e-mail]
www tiaaer .cjn

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:
10 Permit
Section 404 Permit • Section
lb. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
lc. Has the NWP or GP number been verified by the Corps?
❑ Yes /1 No
ld. Type(s) of approval sought from
the DWQ (check
— Regular
— Express
all that apply):
General Permit
A 401 Water Quality Certification
• Non-404 Jurisdictional
■ 401 Water Quality Certification
■ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
For the record only for Corps Permit:
■ Yes /1 No
❑ Yes /1 No
1f. Is payment into a mitigation bank or in -lieu fee
mitigation of impacts? If so, attach the acceptance
or in -lieu fee program.
program proposed for
letter from mitigation bank
• Yes 0 No
lg. Is the project located in any of NC's twenty coastal counties. If yes, answer lh
below.
• Yes 0 No
lh. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
■ Yes ►1 No
2. Project Information
2a. Name of project:
North Creek Village (formerly Huntersville East)
2b. County:
Mecklenburg
2c. Nearest municipality / town:
Huntersville
2d. Subdivision name:
North Creek Village
2e. NCDOT only, T.I.P. or state
project no:
not a DOT project
3. Owner Information
3a. Name(s) on Recorded Deed:
Magnolia Huntersville Land LLC and Magnolia Huntersville Retail LLC
3b. Deed Book and Page No.
35621/186 and 35614/226
3c. Responsible Party (for LLC if
applicable):
Mr. Stephen Vinson
3d. Street address:
9525 Birkdale Crossing Drive, Suite 200
3e. City, state, zip:
Huntersville, NC 28078
3f. Telephone no.:
919-414-6721
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:
Mr. Stephen Vinson
4c. Business name
(if applicable):
Magnolia Huntersville Development Co, LLC
4d. Street address:
9525 Birkdale Crossing Drive, Suite 200
4e. City, state, zip:
Huntersville, NC 28078
4f. Telephone no.:
919-414-6721
4g. Fax no.:
no fax
4h. Email address:
[e-mail]
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):
01107315, 01107337, 01107317, 01107322, 01107320,
01107318, 01107336, 01107319, 01126140, portion of
01126113
1b. Site coordinates (in decimal degrees):
Latitude: 35.45090 N Longitude: --80.80475 W
lc. Property size:
55 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Ramah Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Rocky, 03040105
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 review area is currently forested land that was timbered about ten years ago and single family
residences.
3b. List the total estimated acreage of all existing wetlands on the property: 0.016
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4599
3d. Explain the purpose of the proposed project: Residential development including townhomes, single family homes, roads,
SCM's, walking trails, and a small amenity area.
3e. Describe the overall project in detail, including the type of equipment to be used: Heavy equipment will be used for land
clearing and for preparation of buildings pads.
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?
/1 Yes • No • Unknown
Comments:
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): A Baggarley, J Robertson, J 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.
10/01/2020
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
■Yes No II Unknown
5b. If yes, explain in detail according to "help file" instructions.
N/A '
6. Future Project Plans
6a. Is this a phased project?
• Yes i1 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
► Wetlands
completed below for your project
►1 Streams - tributaries
(check all that apply):
• 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
(if known)
2d.
Forested
2e.
Type of jurisdiction
Corps (404, 10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Seep
Yes
Corps
0.009
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:
0.009
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.
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
(Corps - 404, 10
DWQ — non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
CH 200
INT
Corps
3
191
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts:
191
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 you 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.
All perennial channels are being avoided and only one road crossing is proposed to access the property.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Grading and slopes are designed to avoid channel CH 100 entirely. Stream impacts are proposed to 4% of the stream on site.
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?
fee program
Mitigation
• Mitigation bank
• Payment to in -lieu
• Permittee Responsible
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: none
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity none
Quantity none
Quantity none
3c. Comments: none
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
1 Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
none square feet
4e. Riparian wetland mitigation requested:
none acres
4f. Non -riparian wetland mitigation requested:
none acres
4g. Coastal (tidal) wetland mitigation requested:
none acres
4h. Comments: no 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 ►1 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
none
none
3 (2 for Catawba)
none
Zone 2
none
none
1.5
none
6f. Total buffer mitigation required:
none
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).
not applicable
6h. Comments: no 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
1 a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
• Yes /1 No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
■ Yes ►1 No
2. Stormwater Management 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:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The project engineer is coordinating all of the stormwater requirements.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Huntersville
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Huntersville
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
►1 Phase II
■NSW
■ USMP
■ Water Supply Watershed
• Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
• Yes ►1 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?
►1 Yes • No
Page 8 of 10
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•
use of public (federal/state) land?
Yes ►1 No
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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
■ Yes • No
lc. 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.)
Comments: n/a
■ Yes • No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
• Yes ►1 No
2b. Is this an after -the -fact permit application?
■ Yes i1 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
additional development, which could impact nearby downstream water quality?
• Yes No
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.
existing sanitary sewer
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
habitat?
IN Yes /1
No
5b. Have you checked with the USFWS conceming Endangered Species Act
impacts?
�1 Yes ■
No
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?
IPAC and the NC natural hetitage program; FWS Asheville office coordination, see enclosed letter
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
• Yes ►1
No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
IN Yes ►1
No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPO Buffer Map, No comment letter attacehd from NC HPO
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
No
Yes IN
8b. If yes, explain how project meets FEMA requirements: The floodplain does extend onto the property however no work is
proposed in this area except for installation of sanitary sewer. The sewer line will be directionally bored under the one
stream bed to avoid temporary impacts. No fill is proposed within the 100-year floodplain.
8c. What source(s) did you use to make the floodplain determination? FEMA floodmaps GIS layer
Jennifer L Robertson
Applicant/Agent's Printed Name
ibt+d�05/3/2021
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
is provided.)
Date
letter from the applicant
Page 10 of 10
PCN Form — Version 1.4 January 2009

JD LOCATION MAP
SOURCE SING MAPS
OPP
BOHLER//
GOHLER ENGINEERING NC. RUC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone. [phone]
Fax [phone]
[e-mail]
NORTH CREEK VILLAGE - RESIDENTIAL -
EX, CONDITIONS
SAM FURR ROAD, HUNTERSVILLE, NORTH CAROLINA

BOHLER//
9OHLER ENGINEERING NC. PLC
1927 S. TRYON STREET, SUITE 310
CHARLOTTE, NC 28203
Phone: [phone]
F. [phone]
[e-mail]
NORTH CREEK VILLAGE - RESIDENTIAL -
PROP. CONDITIONS
SAM FURR ROAD, HUNTERSVILLE, NORTH CAROLINA
LOCATION MAP
s�E ,•-lam
SOURCE 9ING 1.1.4Ps

BOHLER//
92 BRa 0aEE Re, Pus
1027 S. TRYON STREET, SUITE 310
CHARLOTTE. NC 25203
Phone : [phone]
Fax [phone]
NC@Boh/erEng.com
NORTH CREEK VILLAGE - RESIDENTIAL -
IMPACT MAP PROP. CONDITIONS
SAM FURR ROAD, HUNTERSVILLE, NORTH CAROLINA
LOCATION MAP
SCAM 1• • 1000
SOURCE: MO IMPS
MK, I umusr
3.18.111009 AC
CI5007x2I0411W,

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-02707 County: Mecklenburg U.S.G.S. Quad: NC- Cornelius
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Magnolia Huntersville Development Co., LLC
Stephen Vinson
Address: 9525 Birkdale Crossing Drive, Suite 200
Huntersville, NC 28078
Telephone Number: 919-414-6721
E-mail: svinsonAmagnoliadevco.com
Size (acres) 55 Nearest Town Huntersville
Nearest Waterway Ramah Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude: 35.45090
Longitude: -80.80475
Location description: The review area is located on the south side of NC-73 (Sam Furr Road); approximately 0.4 miles west of
the intersection of NC-73 and Ramah Church Road. PINs: 01107315, 01107337, 01107317, 01107322, 01107320, 01107318,
01107336, 01107319, 01126140, and 01126113 (portion). Reference review area description shown in Jurisdictional
Determination Request package entitled "USGS Topographic Map" and Dated 07/09/2020.
Indicate Which of the Following Apply:
A. Preliminary Determination
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 7/9/2020. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
O There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
® There are waters, including wetlandson the above described project area/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.
0 We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW-2008-02707
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. 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.
E The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. 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 project area/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.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Bryan Roden -Reynolds at 704-510-1440 or
bryan.roden-reynolds(iiusace.army.mil.
C. Basis For Determination: Basis For Determination: See the approved jurisdictional determination
form dated 10/1/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. 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.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you 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:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 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 11/29/2020.
**It is not necessary to submit an RFA form to the Division Office ifDyou do not object to the determination in this correspondence.**
RODEN igitally signed by ODEN
REYNOLDS.BRYAN.KENNETH.1263385574 REYNOLDS.BRYAN.KENNETH.1263385574
Corps Regulatory Official: Date: 2020.10.01 09:15:57-04'00'
Date of JD: 10/1/2020 Expiration Date of JD: 09/29/2025

SAW-2008-02707
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
http://corpsmapu.usace. army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Atlas Environmental, Inc.
Jennifer Robertson
Address: 338 S. Sharon Amity Road, #411
Charlotte, NC 28211
Telephone Number: 704-512-1206
E-mail: irobertsonna,atlasenvi.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant:
LLC,
Magnolia Huntersville Development Co.,
File Number: SAW-2008-02707
Date: 10/1/2020
Stephen Vinson
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
0
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION
Additional
or the
I - The following identifies your rights and options regarding an administrative appeal of the above decision.
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
Corps regulations at 33 CFR Part 331.
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 II 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
• 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.
• 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.
D:
information.
•
•
APPROVED JURISDICTIONAL DETERMINATION:
ACCEPT: You do not need to notify the Corps to accept
date of this notice, means that you accept the approved
You may accept or appeal the approved JD or provide new
an approved JD. Failure to notify the Corps within 60 days of the
JD in its entirety, and waive all rights to appeal the approved JD.
may appeal the approved JD under the Corps of Engineers
II of this form and sending the form to the district engineer. This form
of the date of this notice.
APPEAL: If you disagree with the approved JD, you
Administrative Appeal Process by completing Section
must be received by the division engineer within 60 days

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Bryan Roden -Reynolds
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,
consultants, to conduct investigations of the project site during the course of the appeal process.
notice of any site investigation, and will have the opportunity to participate in all site investi
and any government
You will be provided a 15-day
ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Bryan Roden -Reynolds, 69 Darlington Avenue, Wilmington, North
Carolina 28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

1 1
1' sI
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
I. ADMINISTRATIVE INFORMATION
Completion Date of Approved Jurisdictional Determination (AJD): 10/1/2020
ORM Number: SAW-2008-02707
Associated JDs: N/A
Review Area Location': State/Territory: NC City: Huntersville County/Parish/Borough: Mecklenburg
Center Coordinates of Review Area: Latitude 35.45090 Longitude -80.80475
II. FINDINGS
A. Summary: Check all that apply. At least one box from the following list MUST be selected. Complete the
corresponding sections/tables and summarize data sources.
D The review area is comprised entirely of dry land (i.e., there are no waters or water features, including
wetlands, of any kind in the entire review area). Rationale: N/A or describe rationale.
❑ There are "navigable waters of the United States" within Rivers and Harbors Act jurisdiction within the
review area (complete table in Section II.B).
There are "waters of the United States" within Clean Water Act jurisdiction within the review area
(complete appropriate tables in Section II.C).
M There are waters or water features excluded from Clean Water Act jurisdiction within the review area
(complete table in Section II.D).
B. Rivers and Harbors Act of 1899 Section 10 (§ 10)2
§ 10 Name
§ 10 Size
§ 10 Criteria
Rationale for § 10 Determination
N/A.
N/A. N/A
N/A.
N/A.
C. Clean Water Act Section 404
Territorial Seas and Traditional Navigable Waters ((a)(1 waters):3
(a)(1) Name
(a)(1) Size
(a)(1) Criteria
Rationale for (a)(1) Determination
N/A.
N/A. N/A.
N/A.
N/A.
Tributaries ((a:(2)
waters):
(a)(2) Name
(a)(2) Size
(a)(2) Criteria
Rationale for (a)(2) Determination
Stream
CH200
735
linear
feet
(a)(2)
Intermittent
tributary
contributes
surface water
flow directly or
indirectly to an
(a)(1) water in a
typical year.
Intermittent Stream CH200 flows south into
perennial Stream CH200 which continues to flow
south and offsite.
Stream
CH200
2,156
linear
feet
(a)(2) Perennial
tributary
Perennial Stream CH200 flows south and
continues offsite.
Map(s)/figure(s) are attached to the AJD provided to the requestor.
2 If the navigable water is not subject to the ebb and flow of the tide or included on the District's list of Rivers and Harbors Act Section 10 navigable waters list, do
NOT use this document to make the determination. The District must continue to follow the procedure outlined in 33 CFR part 329.14 to make a Rivers and Harbors
Act Section 10 navigability determination.
A stand-alone TNW determination is completed independently of a request for an AJD. A stand-alone TNW determination is conducted for a specific segment of river
or stream or other type of waterbody, such as a lake, where upstream or downstream limits or lake borders are established. A stand-alone TNW determination should be
completed following applicable guidance and should NOT be documented on the AJD Form.
Page 2 of 2 Form Version 10 June 2020_updated

1 1
„ill
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
Tributaries ((a:(2)
waters):
(a)(2) Name
(a)(2) Size
(a)(2) Criteria
Rationale for (a)(2) Determination
contributes
surface water
flow directly or
indirectly to an
(a)(1) water in a
typical year
Stream
CH100
1,708
linear
feet
(a)(2) Perennial
tributary
contributes
surface water
flow directly or
indirectly to an
(a)(1) water in a
typical year
Perennial Stream CH100 flows south into Stream
CH2O0 which continues to flow south and offsite.
Lakes and ponds, and impoundments of jurisdictional waters ((a)(3) waters):
(a)(3) Name
(a)(3) Size
(a)(3) Criteria
Rationale for (a)(3) Determination
N/A.
N/A. N/A.
N/A.
N/A.
Adjacent wetlands ((a)(4) waters):
(a)(4) Name
(a)(4) Size
(a)(4) Criteria
Rationale for (a)(4) Determination
Wetland
WL2100
0.009
acre(s)
(a)(4) Wetland
abuts an (a)(1)-
(a)(3) water.
Wetland WL2100 is a floodplain wetland that
abuts intermittent Stream CH2O0.
Wetland
WL2000
0.007
Acre(s)
(a)(4) Wetland
inundated by
flooding from
an (a)(1)-(a)(3)
water in a
typical year.
Wetland WL2000 is a floodplain wetland that
abuts intermittent Stream CH2O0.
D. Excluded Waters or Features
Excluded waters ((b)(1) — (b)(12)):4
Exclusion Name
Exclusion Size
Exclusions
Rationale for Exclusion Determination
Open Water P1
0.077
acre(s)
(b)(8) Artificial
lake/pond
constructed or
excavated in
upland or a non-
jurisdictional
water, so long
as the artificial
During a site visit (09/23/2020) it was
determined Open Water P1 was constructed
in uplands and its only connection to
downstream waters was through overland
sheetflow.
Some excluded waters, such as (b)(2) and (b)(4), may not be specifically identified on the AJD form unless a requestor specifically asks a Corps district to do so.
Corps districts may, in case -by -case instances, choose to identify some or all of these waters within the review area.
5 Because of the broad nature of the (b)(1) exclusion and in an effort to collect data on specific types of waters that would be covered by the (b)(1) exclusion, four sub-
categories of (b)(1) exclusions were administratively created for the purposes of the AJD Form. These four sub -categories are not new exclusions, but are simply
administrative distinctions and remain (b)(1) exclusions as defined by the NWPR.
Page 2 of 2
Form Version 10 June 2020_updated

U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
Excluded waters ((b)(1) — (b)(12)):4
Exclusion Name
Exclusion Size
Exclusions
Rationale for Exclusion Determination
lake or pond is
not an
impoundment of
a jurisdictional
water that meets
(c)(6).
III. SUPPORTING INFORMATION
A. Select/enter all resources that were used to aid in this determination and attach data/maps to this
document and/or references/citations in the administrative record, as appropriate.
Information submitted by, or on behalf of, the applicant/consultant: Multiple unnumbered figures.
This information Select. sufficient for purposes of this AJD.
Rationale: N/A or describe rationale for insufficiency (including partial insufficiency).
❑ Data sheets prepared by the Corps: Title(s) and/or date(s).
© Photographs: Aerial and Other: Aerial Imagery (ESRI Aerial Imagery) and Photographs 1-10
O Corps site visit(s) conducted on: 09/23/2020
❑ Previous Jurisdictional Determinations (AJDs or PJDs): ORM Number(s) and date(s).
x❑ Antecedent Precipitation Tool: provide detailed discussion in Section III.B.
USDA NRCS Soil Survey: Soil Map (Web Soil Survey of Mecklenburg County)
• USFWS NWI maps: NWI Map (USFWS NWI Mapper)
• USGS topographic maps: USGS Topographic Map (1:24,000 Cornelius, NC)
Other data sources used to aid in this determination:
Data Source (select)
Name and/or date and other relevant information
USGS Sources
N/A.
USDA Sources
USGS Topographic Map (1:24,000 Cornelius, NC)
NOAA Sources
N/A.
USACE Sources
N/A.
State/Local/Tribal Sources
Other Sources
Aquatic Resource Sketch Maps, Sheets 1-5 (Dated 07/24/2020), FEMA
National Flood Hazard Layer Map, and NCDWQ Stream Identification
Forms, Version 4.11 (Dated 07/06/2020)
B. Typical year assessment(s): The consultant (i.e., Atlas Environmental) conducted a site evaluation
on 05/14/2020. The Antecedent Precipitation Tool (APT) was used for this date and determined the
site was under normal conditions. The Corps conducted a site visit on 09/23/2020. The APT was
used for this dated and determined the site was under normal conditions.
C. Additional comments to support AJD: See Section II(D), Excluded Waters or Features for further
explanation on Excluded Wetlands A, B, and L and Open Water P1.
Page 2 of 2 Form Version 10 June 2020_updated

1111A. uatic Resource Sketch Ma
Legend
O Review Area
Streets
l 1 Meck Co Parcels
Contours_2 Ft
Delineation
Intermittent
Pond
Wetland
Page 1 of 5
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
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.
�1►`i �,�0 30
Date: July 24, 2020
JACOS TRAVIS SINCI.AIR
3180 PWS •
'°'4L Wert.

As uatic Resource Sketch Ma•
Legend
O Review Area
Streets
Meck Co Parcels
Delineation
Intermittent
Pond
Wetland
A
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Page 2 of 5
Coordinates: 35.45090, -80.80475
Date: July 24, 2020

A
uatic Resource Sketch M
//
f\,.. ,0„.ver, __
-- / INAVIN IL . 7
, ,R,v,..
',--li , t
__-‘ / II
‘ 1.)\ /
N 40ittAl
l'N) i 1
Legend
O Review Area
Streets
Meck Co Parcels
Contours_2 Ft
Delineation
Intermittent
Pond
Wetland
I I
••.
//
0 100 200 300 400 Ft
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Page 3 of 5
Detail 1
Coordinates: 35.45090, -80.80475
Date: July 24, 2020

CH 200 continued
CH 200 (Perennial Reach), — 2156
Legend
Review Area
Streets
Meck Co Parcels
Contours_2 Ft
Delineation
Intermittent
Pond
Wetland
See Detail 1
Aquatic Resource Sketch Ma
4Atf.
/ /
7 I _i/ CH 100 continued
100 200 300 400 Ft
1116;w2 Ati
/ W
WV ffONMENTAL
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Page 4 of 5
Detail 2
Coordinates: 35.45090, -80.80475
Date: July 24, 2020

Adjacent Wet and
WL 2100, -- 0.009 Ac
Adjacent Wetland
WL 2000, — 0.007 Ac
1• !fold
CH 200 Continued
(Intermittent Reach), — 735
Legend
O Review Area
Streets
Meck Co Parcels
Contours_2 Ft
Delineation
Intermittent
Pond
Wetland
Non Jurisdictional Open Water
I,.,LLJ Or,.,,, WCA r
Upland Farm Pond
P1,-0.077acre
0 100 200 300 400 Ft
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Page 5 of 5
Coordinates: 35.45090, -80.80475
Date: July 24, 2020

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Secretary D. Reid Wilson
March 5, 2021
Jennifer Robertson
ATLAS Environmental, Inc.
338 South Sharon Amity Road #411
Charlotte, North Carolina 28211
irobertson(aatlasenvi. com
Re: Construct mixed -use subdivision, Huntersville East, 13560 Sam Furr Road, Huntersville,
Mecklenburg County, ER 20-1570
Ms. Robertson:
Thank you for your letter received February 13, 2021, concerning the above -referenced project. We have
reviewed the information provided and offer the following comments:
Based on input from the USACE, which determined the permit area would include only portions along the
western edge of the parcel and the upland area directly adjacent to the impact area, we have determined that
these areas do not require an archaeological survey.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.review(2i ncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
ags).tka-ta,.4LAA
kow Ramona Bartos, Deputy
O State Historic Preservation Officer
cc: Bryan Roden -Reynolds, USACE Bryan.K.RodenReynolds(a,usace.army.mil
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6898

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office
160 Zillicoa Street
Asheville, North Carolina 28801
July 27, 2020
Jennifer Robertson
Atlas Environmental
338 S. Sharon Amity Road, #411
Charlotte, NC 28211
Dear Ms. Robertson:
Subject: Huntersville East Project Development; Mecklenburg Co, North Carolina
Log No. 4-2-20-369
FISH & WILDL I
SERVICE
The U.S. Fish and Wildlife Service (Service) has reviewed the information provided in your
correspondence dated July 13, 2020 wherein you solicit our comments regarding project -
mediated impacts to federally protected species. We submit the following comments in
accordance with the provisions of the Fish and Wildlife Coordination Act, as amended
(16 U.S.C. 661-667e); the National Environmental Policy Act (42 U.S.C. §4321 et seq.); and
section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act).
Project Description
According to the information provided, the proposed project would entail the construction of
commercial buildings including a grocery store, restaurants and gas station. Additionally, the
project proposal anticipates residential development consisting of both townhomes and single
family residences with associated parking, utilities and storm water treatment on 108
undeveloped acres in Huntersville, North Carolina. The project area is currently utilized as
pastureland for livestock with isolated forested areas, transitional habitats and sits within the
Yadkin Pee -Dee River basin and drains into Ramah Creek Branch. Surrounding land use is
dominated by forested areas, agricultural lands and residential developments. Your description of
the proposed work suggests authorization from the U.S. Army Corps of Engineers would be
required.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the project
area for the federally threatened northern long-eared bat (Myotis septentrionalis). However, the
final 4(d) rule (effective as of February 16, 2016), exempts incidental take of northern long-eared
bat associated with activities that occur greater than 0.25 miles from a known hibernation site,
and greater than 150 feet from a known, occupied maternity roost during the pup season (June 1
— July 31). Based on the information provided, the project (which may or may not require tree
clearing) would occur at a location where any incidental take that may result from associated
activities is exempt under the 4(d) rule. Although not required, we encourage the Applicant
to avoid any associated tree clearing activities during the maternity roosting season from
May 15 — August 15.

The information provided suggests that potential suitable habitat for the federally endangered
smooth coneflower (Echinacea laevigata), and Michaux's sumac (Rhus michauxii) occurs onsite
(e.g. transitional areas along forest edges, fencerows, roadsides, utility rights -of -way, etc.).
However, targeted surveys for these species conducted during their respective optimal survey
windows, July 2020, detected no evidence of these species.
The information provided suggests that potential suitable habitat for the federally endangered
Schweinitz's sunflower (Helianthus schweinitzii) occurs onsite. Targeted surveys were
conducted in September of 2008, however, survey results maintain validity for no more than two
years. Surveys for this species should be conducted during the optimal survey window, of late
August through October (or first frost), where proposed project -mediated impacts overlap
suitable habitats for these species. Please submit your survey results to this office when they
become available to complete our review.
Our habitat suitability models predict the presence of the Carolina darter (Etheostoma collis) in
project receiving waters. This is a species of concern and is not afforded legal protection under
the Act at this time. However, incorporating proactive conservation measures on its behalf may
preclude the need to list it in the future. Like many aquatic animals, this species is susceptible to
habitat and water quality degradation mediated by siltation, chemical runoff, and habitat loss.
Project design and implementation should consider potential impacts to this species and identify
measures to avoid them.
We offer the following general recommendations on behalf of this and other natural resources:
Erosion and Sediment Control
Measures to control sediment and erosion should be installed before any ground -disturbing
activities occur. Grading and backfilling should be minimized, and existing native vegetation
should be retained (if possible) to maintain riparian cover for fish and wildlife. Disturbed areas
should be revegetated with native vegetation as soon as the project is completed. Ground
disturbance should be limited to what will be stabilized quickly, preferably by the end of the
workday. Natural fiber matting (coir) should be used for erosion control as synthetic
netting can trap animals and persist in the environment beyond its intended purpose.
Low Impact Development
The Service is concerned about the potential stormwater-mediated impacts to streams and
wetlands onsite. Where detention ponds are used, storm -water outlets should drain through a
vegetated area prior to reaching any natural stream or wetland area. Detention structures should
be designed to allow for the slow discharge of storm water, attenuating the potential adverse
effects of storm -water surges; thermal spikes; and sediment, nutrient, and chemical discharges.
Since the purpose of storm -water -control is to protect streams and wetlands, no
storm -water -control measures or best management practices should be installed within any
stream (perennial or intermittent) or wetland.
2

The Service appreciates the opportunity to provide these comments. Please contact Mr. Byron
Hamstead of our staff at [e-mail], if you have any questions. In any future
correspondence concerning this project, please reference our Log Number 4-2-20-369.
Sincerely,
Janet Mizzi
Field Supervisor
3

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107315
01107315
Property Characteristics
Legal desc
NA
Land Area
0.391 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UN INCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
SAM FURR RD UNINC
Ownership
Owner Name
Mailing Address
MAGNOLIA HUNTERSVILLE
DEVELOPMENT COMPANY
LLC
9525 BIRKDALE CROSSING
DR STE 200
HUNTERSVILLE NC 28078
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
34670-768
06/10/2020
$750,000.00
02047-401
03/23/1978
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 14 of 67

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107337
01107337
Property Characteristics
Legal desc
L3 M35-921
Land Area
3 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL - ACREAGE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
13420 SAM FURR RD UNINC
Ownership
Owner Name
Mailing Address
MAGNOLIA HUNTERSVILLE
DEVELOPMENT COMPANY
LLC
9525 BIRKDALE CROSSING
DR
HUNTERSVILLE NC 28078
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
34639-254
06/01/2020
34639-251
06/01/2020
22649-740
08/08/2007
$225,000.00
17389-628
06/24/2004
$298,000.00
12770-561
10/16/2001
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
ROCKY RIVER
Page 15 of 67

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107317
01107317
Property Characteristics
Legal desc
L2 M35-921
Land Area
3.022 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL - ACREAGE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
13420 SAM FURR RD UNINC
Ownership
Owner Name
Mailing Address
MAGNOLIA HUNTERSVILLE
DEVELOPMENT COMPANY
LLC
9525 BIRKDALE CROSSING
DR
HUNTERSVILLE NC 28078
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
34639-254
06/01/2020
34639-251
06/01/2020
23974-988
07/22/2008
$675,000.00
17712-329
09/02/2004
$0.00
14185-254
10/04/2002
$0.00
12770-564
10/16/2001
$0.00
11512-038
08/21/2000
$325,000.00
09051-748
05/09/1997
$0.00
08263-812
08/24/1995
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 16 of 67

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107336
01107336
Property Characteristics
Legal desc
L1 M35-921
Land Area
1.907 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL - ACREAGE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
SAM FURR RD UNINC
Ownership
Owner Name
Mailing Address
MAGNOLIA HUNTERSVILLE
DEVELOPMENT COMPANY
LLC
9525 BIRKDALE CROSSING
DR STE 200
HUNTERSVILLE NC 28078
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
34654-618
06/05/2020
13533-443
04/29/2002
$25,000.00
12770-564
10/16/2001
$0.00
11512-038
08/21/2000
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 17 of 67

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107319
01107319
Property Characteristics
Legal desc
NA
Land Area
11.999 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL - ACREAGE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
Yes
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
13560 SAM FURR RD UNINC
Ownership
Owner Name
Mailing Address
MAGNOLIA HUNTERSVILLE
DEVELOPMENT COMPANY
LLC
9525 BIRKDALE CROSSING
DR STE 200
HUNTERSVILLE NC 28078
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
34654-618
06/05/2020
11919-630
02/08/2001
$580,000.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 18 of 67

Magnolia Huntersville Development Company LLC has closed on this parcel.
MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107322
01107322
Property Characteristics
Legal desc
NA
Land Area
7.848 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
INDIVIDUAL
Municipality
MECKLENBURG
COUNTY -UN INCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL - ACREAGE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
SAM FURR RD UNINC
Ownership
Owner Name
Mailing Address
RODNEY A SHORT
17211 CONNOR QUAY CT
CORNELIUS NC 28031
NORMA G SHORT
17211 CONNOR QUAY CT
CORNELIUS NC 28031
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
16631-238
12/31/2003
$210,000.00
04626-548
02/15/1983
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 19 of 67

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107318
01107318
Property Characteristics
Legal desc
NA
Land Area
2.325 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL - ACREAGE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
No
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
13340 SAM FURR RD UNINC
12/01/2014 from Mecklenburg County
Ownership
Owner Name
Mailing Address
MAGNOLIA HUNTERSVILLE
DEVELOPMENT COMPANY
LLC
9525 BIRKDALE CROSSING
DR STE 200
HUNTERSVILLE NC 28078
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
34707-206
06/19/2020
$730,000.00
07755-290
04/28/1994
$35,000.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
ROCKY RIVER
Page 20 of 67

Magnolia Huntersville Development Company LLC has closed on this parcel.
MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01107320
01107320
Property Characteristics
Legal desc
DNA
Land Area
13.72 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
SINGLE FAMILY
RESIDENTIAL - ACREAGE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
Yes
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Situs Addresses Tied to Parcel
13548 SAM FURR RD UNINC
Ownership
Owner Name
Mailing Address
MASTERSFREE LLC
19900 W CATAWBA AVE STE
103
CORNELIUS NC 28031
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
32759-982
06/15/2018
32077-95
08/28/2017
21198-297
10/12/2006
20588-575
06/14/2006
$364,000.00
16744-984
02/04/2004
$350,000.00
08486-553
03/06/1996
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 21 of 67

Magnolia Huntersville Development Company LLC has closed on an easement on this
parcel to access the exist aub COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/07/2020
Identity
Parcel ID
GIS ID
01126113
01126113
Property Characteristics
Legal desc
NA
Land Area
47.51 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
INDIVIDUAL
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Property Use
USE VALUE HOMESITE
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
Yes
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
IN:VIEW FEMA FLOODPLAIN TO VERIFY
Community Flood
Zone
IN:VIEW COMMUNITY FLOODPLAIN TO
VERIFY
Situs Addresses Tied to Parcel
15120 BLACK FARMS RD UNINC
Ownership
Owner Name
Mailing Address
CHARLES SPENCER JR
DAVIS
300 WATERS DR APT B217
SOUTHERN PINES NC 28387
FAYE MCQUEEN DAVIS
300 WATERS DR APT B217
SOUTHERN PINES NC 28387
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
19251-304
08/29/2005
$0.00
09988-461
10/22/1998
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 22 of 67

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 07/23/2020
Identity
Parcel ID
GIS ID
01126140
01126140
Property Characteristics
Legal desc
NA
Land Area
15.621 AC
Fire District
HUNTERSVILLE RURAL
Special District
FIRE SERVICE D
Account Type
NC CORP
Municipality
MECKLENBURG
COUNTY -UNINCORPORATED
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer
Yes
FEMA and Community Floodplain
FEMA Panel#
3710466200J
FEMA Panel Date
03/02/2009
FEMA Flood Zone
OUT:VIEW FEMA FLOODPLAIN TO
VERIFY
Community Flood
Zone
IN:VIEW COMMUNITY FLOODPLAIN TO
VERIFY
Situs Addresses Tied to Parcel
15120 BLACK FARMS RD UNINC
Ownership
Owner Name
Mailing Address
MAGNOLIA HUNTERSVILLE
DEVELOPMENT COMPANY
LLC
9525 BIRKDALE CROSSING
DR STE 200
HUNTERSVILLE NC 28078
Deed Reference(s) and Sale Price
Deed
Sale Date
Sale Price
34794-76
07/13/2020
$857,000.00
19251-304
08/29/2005
$0.00
Site Location
ETJ Area
Huntersville
Charlotte Historic District
No
Charlotte 6/30/2011 Annexation Area
No
Census Tract #
63.04
Post Construction District
Jurisdiction
Huntersville
District
Huntersville
Stream Watershed Districts
Stream Watershed Name
CLARKE
Page 23 of 67

125 03
01106231
01106226
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01106219
01106201
01125101
01107101
1107313
Parcel M
110731
01107316
1107326
1107324
01107322
01107320
01107317
01107336
01107319
00718201
00718208
00718202
01107310
01125102 011 \j\ 1 , 01107311 6%.
01104101
01125104
01125109
ni1116
Legend
O Review Area
Meck Co Parcels
Streets
01125108
01125106
11251
12613
112610
112610
01126101
1126104
5 01126106
01125105 0114134
01124115
01124113
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01126111
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112613
01126113
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01126125
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01126136
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01126118
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01127105
01127106
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01127103
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Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 37 of 67

O Review Area
Meck Co Parcels
Streets
Contours 2 Ft
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 38 of 67

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Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
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For: Glenwood 13 Prosperity Company, LLC
MINI/ ; 1 IRONMENTAL
Coordinates: 35.45090, -80.80475
Date: July 09, 2020 Page 39 01 67

Legend
CO Review Area
USGS Topo
0 0.25 0.5 0.75 1 Mi
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 40 of 67

USGS Quadrangle Map
Lake Norr . n North
Mooresville
Lake Norman South
Cornelius
Kannapolis
Legend
O Review Area
l�
I 1 Mecklenburg County
0 0.5 1 1.5 2 Mi
1 1:24000Quadrangle
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
1
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For: Glenwood 13 Prosperity Company, LLC
-.01.1•FA 1 Y "ONMENTAL
Coordinates: 35.45090, -80.80475
Date: July 09, 2020 Page 41 of 67

O Review Area
O Meck Co Parcels
Streets
1RONMENTAL
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 42 of 67

FEMA NFHL
IPONMENTAL
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
SINCE LAM RS
eFHLDaO *triable
FRM>anel Bouncary
O L./MP Boundary
SPECIAL FLOOD HAZARD ARIAS
nual C4anca Flood Hazard
Reguaeory Flooduay
OTHER AREAS OF FLOOD HAZARD
02%Annus I;hance Fbcd H a�r1
F it. re Cmditons 1%Annaal
Chan:e Foos Hazard zoo A
Aka uitlr Redaced Flood Risk
daeb; Leree:
goes 4 W idethe 0.2% Amual
Oren* F oocplaia
Aeesof Lndeteneined Flood
Hued 2a,<.
CROSSSE-CROW 8 BfES
Sa/
Cross Sedoar AiIA A.+ue
.,�!S Ggre9 qe4 Suiee Elelhtldn
0.-.... CoilliMinsaA
Carob! 'homed Eetelne
- -. Ps/ea Benhre
—v— Bne =bM EiroMon
SUPPORTI$Goff ORMM$ON
L and d Sbldy
lrrnwssbmM 3oundery
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 43 of 67

Legend
O Review Area
I I Meck Co Parcels
Streets
LiDAR (Ft)
I. 665
688.8
712.5
736.2
760
IRONMENTAL
1\V ft-- `C f -A\\\
Di • ital Elevation Model
Project Nam
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
300 600 900 1200 Ft
Page 44 of 67

Legend
O Review Area
I I Meck Co Parcels
Streets
I I GIS Waterbodys
GIS Streams
State-Hwy_73
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
I
0 300 600 900 1200 Ft
Page 45 of 67

National Wetland Invento
Legend
O Review Area
O Meck Co Parcels
Streets
NWI
Freshwater Forested/Shrub Wetland
Freshwater Pond
Riverine
0 300 600 900 1200 Ft
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 46 of 67

1.>
"
NC Sur Lace- MAUI CLssiIkaticrii
;atersville. NC. 20070. USA X
Show 1",?..?,,Cile.. fc 13560 ..
rt
a an Crcuh
-00_774 3S_420 LJyr
CIN:k .11,1,1.11(111"144•1511 NC CI assifia_a Liu its:VIebiiLe
Ram Cok,
Review Area
r4or
:ix
Surfaco Wator Classifications!
t rr: nas
St,COM Namc:
Oescr Iptr on:
12.-1 /-4-4
Roma h Crcck
1-rom cource to
Clerke Creek
CifirFsTiann- C.
r/sli et "1 CIOINSi mute ln 1473
Whet does this Class More info
moan?
River Bas6n: Yadkin Pee Dee
• • •
vre arK
munits,
rak
.7P.1
AM111141.111.1 CiLy Of Oise luue, NC, County of C.42L
Project Name: Hunterville East
Location: 13560 Sam Furr Road. Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: June 24, 2020
Page 47 of 67

35° 2723"N
35° 26'34'N
ki
g3
517270
517300
5174C0
51750D
Soil Map —Mecklenburg County, North Carolina
(Phase 1 Boundary)
517E00
517700
517800
517903
518000
518100
518200
517200
Metes
N o 1C0 200 400 900
A0 350 700 1400 21CFrt
Map projection: Web Mercator Comer ccordinates: WGS84 Edge tics: UTM Zone 17N WGS84
1 1 1 1 1 I
517300 517400 517500 517E03 51770D 517800 517900 518000 518100 518230 518300
Map Scale: 1:7,370 if printed cn A portrait (8.5' x 11") sheet.
USDA Natural Resources Web Soil Survey
i Conservation Service National Cooperative Soil Survey
3
Ci
g3
7/9/2020
Page 1 of 3
35° 2723"N
35° 26'34"N
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090,-80,80475
Date: July 09, 2020
Page 48 of 67

Soil Map —Mecklenburg County, North Carolina
(Phase 1 Boundary)
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
LJ Area of Interest (AOI)
Soils
Q Soil Map Unit Polygons
.�/ Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
(> Blowout
® Borrow Pit
x Clay Spot
O Closed Depression
• Gravel Pit
Gravelly Spot
• Landfill
A. Lava Flow
46 Marsh or swamp
it, Mine or Quarry
• Miscellaneous Water
O Perennial Water
y Rock Outcrop
+ Saline Spot
Sandy Spot
01. Severely Eroded Spot
© Sinkhole
41. Slide or Slip
At Sodic Spot
• Spoil Area
0 Stony Spot
W Very Stony Spot
Wet Spot
• Other
.� Special Line Features
Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
measurements.
The soil surveys that comprise your AOI were mapped at
1:24,000.
Waming: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of sot
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Transportation
- -! Rails
▪ Interstate Highways
▪ US Routes
Major Roads
Local Roads
Background
. Aerial Photography
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Mecklenburg County, North Carolina
Survey Area Data: Version 19, Jun 4, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 28, 2018—Oct
30,2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources
11011 Conservation Service
/ W
VIRONMENTAL
Web Soil Survey
National Cooperative Soil Survey
7/9/2020
Page 2 of 3
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 49 of 67

Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CeB2 Cecil sandy clay loam, 2 to 8 18.2 28.5%
percent slopes, moderately
eroded
EnB Enon sandy loam, 2 to 8 28.1 44.0%
percent slopes
EnD
MeB
MO
Totals for Area of Interest
Enon sandy loam, 8 to 15
percent slopes
Mecklenburg fine sandy loam,
2 to 8 percent slopes
Monacan loam, 0 to 2 percent
slopes, frequently flooded
14.1
0.3
3.2
22.0%
0.5%
4.9%
63.8 100.0%
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
!N1VIRONMENTAL
7/9/2020
Page 3 of 3
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 50 of 67

030501011203
Reeds Creek -Lake Norman
030501011204
C-tawba River -Lake Norman
030501011401
McDowell Creek
i�n1ni iam
Legend
O Review Area
Mecklenburg County
HUC 12
I I
I I
HUC 12 Watersheds
030401050102
Headwaters Rocky River
030401050101
Clarke Creek
Twin Lak
0 0.5 1 1.5 2 Mi
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 51 of 67

HUC 08 Watersheds
Upper Catawba03050101
Legend
O Review Area
Mecklenburg County
HUC 08
l I
I I
Rocky, 040105
0 0.5 1 1.5 2 Mi
\ � w
TRONMENTAL
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Coordinates: 35.45090, -80.80475
Date: July 09, 2020
Page 52 of 67

NC DWO Stream Identification Form Version 4.11
Date: July 6,2020
CH �o0
Pro'ect/Site:Huntersville East
3 6 0
Latitude: 5.44 9
Evaluator:J Sinclair A Baggarley
county: Mecklenburg
Longitude:-80.80327
Total Points:
Stream is at least intermittent 45
if z 19 or perennial if Z 30*
Stream Determination (circle one)
Ephemeral Intermittent Perr�nial
P'
Other Cornelius
e.g. Quad Name:
A. Geomorphology (Subtotal = 23 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
a- .. -._. ,.. . , -- ,-
B. Hvdroloav (Subtotal = 11
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = 11
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
3
3
2
3
2
2
2
1
1
1
3
3
2
1
1
1
3
3
3
2
0
1
1
1
0
0
Page 54 of 67

NC DWO Stream Identification Form Version 4.11
Date: July 6, 2020
Project/Site:CH 200 Huntersville East
Latitude: 35.45095
Evaluator: .1 Sinclair A Baggarley
county: Mecklenburg
Longitude: -80.80526
Total Points:
Stream is at least intermittent 25.5
if z 19 or perennial if >_ 30`
Stream Determination (circle one)
Ephemeral Inteprr��littent Perennial
Y"
Other Cornelius
e.g. Quad Name:
A. Geomorphology (Subtotal = 13 )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 8.5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. BioloQv (Subtotal =
4
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
`perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
2
2
1
1
2
2
1
1
0.5
0.5
0
2
1
1
1
0.5
3
1
2
0
0
0
0
1
0
0
Page 55 of 67

NC DWQ Stream Identification Form Version 4.11
Date: July2020
7,
CH 200
Project/Site: East
6
Latitude: 35.44 54
Evaluator:J Sinclair A Baggarley
county: Mecklenburg
Longitude:-80.80513
Total Points:
Stream is at least intermittent 38.5
if >_ 19 or perennial if >_ 30*
Stream Determination (circle one)
Ephemeral Intermittent Perr,�nial
P'
Other Cornelius
e.g. Quad Name:
A. Geomorphology (Subtotal = i8.5 )
Absent
Weak
Moderate
Strong
la. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = 10.5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
C. Biology (Subtotal = 9.5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
3
3
2
2
2
2
2
1
0.5
1
0
3
2
1
0.5
0.5
3
3
3
2
0
0.5
0.5
0.5
0
0
Page 56 of 67

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET - Eastern Mountains and Piedmont Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
OMB Control #: 0710-xxxx, Exp: Pending
Requirement Control Symbol EXEMPT:
(Authority: AR 335-15, paragraph 5-2a)
Project/Site: Huntersville East
City/County: Huntersville/ Mecklenburg Sampling Date: July 6, 2020
Applicant/Owner: Magnolia Huntersville Development Company, LLC State: NC Sampling Point: WL 2000/2100
Investigator(s): J Robertson, J Sinclair, A Baggarley
Landform (hillside, terrace, etc.): Hillside
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.45115
Soil Map Unit Name: Enon
Section, Township, Range: Cornelius
Local relief (concave, convex, none): Convex Slope (%): —3
Long: -80.80531 Datum: NAD 83
Are climatic / hydrologic conditions on the site typical for this time of year?
NWI classification: None
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?
Hydric Soil Present?
Wetland Hydrology Present?
Yes X No
Yes X No
Yes X No
Is the Sampled Area
within a Wetland? Yes X No
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:
Primary Indicators (minimum of one is required; check all that apply)
Secondary Indicators (minimum of two required).
Surface Soil Cracks (B6)
Surface (B8)
(C2)
Imagery (C9)
(D1)
(D4)
Water (A1) _True Aquatic Plants (B14)
_
X Sparsely Vegetated Concave
_ Drainage Patterns (B10)
(C3) _ Moss Trim Lines (B16)
Dry -Season Water Table
_Surface
High Water Table (A2) Hydrogen Sulfide Odor (C1)
_
X Saturation (A3) X Oxidized Rhizospheres on Living Roots
Water Marks (B1) Presence of Reduced Iron (C4)
_
Deposits (B2) Iron Reduction in Tilled Soils (C6) X Crayfish Burrows (C8)
_Sediment _Recent
Deposits (B3) Muck Surface (C7) _Saturation Visible on Aerial
_Drift _Thin
Algal Mat or Crust (B4) (Explain in Remarks) _Stunted or Stressed Plants
_Other
Iron Deposits (B5) _Geomorphic Position (D2)
Inundation Visible on Aerial Imagery (B7) _ Shallow Aquitard (D3)
Water -Stained Leaves (B9) _ Microtopographic Relief
_Aquatic Fauna (B13) _FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Wetland Hydrology Present?
Yes
X
No
Water Table Present? Yes No X Depth (inches):
Saturation Present? Yes X No Depth (inches): 0
(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
Page 57 of 67

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: WL 2000/2100
Tree Stratum (Plot size: 30
1. Fraxinus pennsylvanica
2. Liquidambar styraciflua
3. Acer rubrum
4.
5.
6.
7.
50% of total cover:
Absolute
% Cover
10
5
5
Dominant Indicator
Species? Status
Yes
Yes
Yes
20 =Total Cover
10 20% of total cover:
Sapling/Shrub Stratum (Plot size: 15 )
1. Ligustrum sinense
2. Acer rubrum
3.
4.
5.
6.
7.
8.
9.
10
5
Yes
Yes
15 =Total Cover
FACW
FAC
FAC
4
FACU
FAC
50% of total cover: 8 20% of total cover: 3
Herb Stratum (Plot size: 5
1. Juncus effusus
2. Carex bromoides
3. Arisaema triphyllum
4.
5.
6.
7.
8.
9.
10.
11.
50% of total cover:
Woody Vine Stratum (Plot size: 30
1.
2.
3.
4.
5.
2
2
20
No FACW
No FACW
Yes FACW
24 =Total Cover
12 20% of total cover: 5
50% of total cover:
=Total Cover
20% of total cover:
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 5 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 83.3% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 34 x 2 = 68
FAC species 15 x 3 = 45
FACU species 10 x 4 = 40
UPL species 0 x 5 = 0
Column Totals: 59 (A) 153 (B)
Prevalence Index = B/A = 2.59
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
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 - V rsion 2.0
Page 58 of 67

SOIL
Sampling Point: wL2000/2100
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(inches)
Matrix
Redox Features
Color (moist) % Color (moist) % Type'
0-2 5YR 5/1 40
2-16 7.5YR 5/2 100
5YR 5/4
Loc2
Texture Remarks
40 C M Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Loamy/Clayey
Distinct redox concentrations
2Location: PL=Pore Lining, M=Matrix.
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)
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)
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)
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)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present?
Yes X No
Remarks:
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — V rsion 2.0
Page 59 of 67

U.S. Army Corps of Engineers
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R
OMB Control #: 0710-xxxx, Exp: Pending
Requirement Control Symbol EXEMPT:
(Authority: AR 335-15, paragraph 5-2a)
Project/Site: Huntersville East City/County: Huntersville/ Mecklenburg
Sampling Date: July 7, 2020
Applicant/Owner: Magnolia Huntersville Development Company, LLC State: NC Sampling Point: upland 2000/2100
Investigator(s): J Robertson, J Sinclair, A Baggarley
Landform (hillside, terrace, etc.): Hillside
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.45120
Soil Map Unit Name: Enon
Section, Township, Range: Cornelius
Local relief (concave, convex, none): Convex Slope (%): —3
Long: -80.80539 Datum: NAD 83
Are climatic / hydrologic conditions on the site typical for this time of year?
NWI classification: None
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
Hydric Soil Present? Yes No X
Wetland Hydrology Present? Yes No X
Is the Sampled Area
within a Wetland? Yes No X
Remarks:
Climate conditions are wetter than normal. See attached climate data report (NOAA's Daily Global Historical Climatology Network). Uplands 2000 and
2100.
HYDROLOGY
Wetland Hydrology Indicators:
Primary Indicators (minimum of one is required: check all that apply)
Secondary Indicators (minimum of two required)
Soil Cracks (B6)
Surface (B8)
(C2)
Imagery (C9)
(D1)
(D4)
Water (A1) Aquatic Plants (B14)
_Surface
Sparsely Vegetated Concave
_Drainage Patterns (B10)
(C3) _Moss Trim Lines (B16)
Dry -Season Water Table
(C6) _Crayfish Burrows (C8)
_Saturation Visible on Aerial
_Stunted or Stressed Plants
_Geomorphic Position (D2)
_Surface _True
High Water Table (A2) Hydrogen Sulfide Odor (C1)
(A3) _Oxidized Rhizospheres on Living Roots
_Saturation
Water Marks (B1) Presence of Reduced Iron (C4)
_
Deposits (B2) Iron Reduction in Tilled Soils
_Sediment _Recent
Deposits (B3) Muck Surface (C7)
_Drift _Thin
Algal Mat or Crust (B4) (Explain in Remarks)
_Other
Deposits (B5)
_Iron
Visible on Aerial Imagery (B7) Aquitard (D3)
_Inundation _Shallow
-Stained Leaves (B9) Relief
_Water _Microtopographic
Aquatic Fauna (B13) FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No X Depth (inches):
Wetland Hydrology Present?
Yes
No
X
Water Table Present? Yes No X Depth (inches):
Saturation Present? Yes No X Depth (inches):
(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
Page 60 of 67

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: Upland 2000/2100
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) % Cover Species? Status
1. Quercus rubra 10 Yes FACU
2. Liriodendron tulipifera 5 Yes FACU
3. Acer rubrum 5 Yes FAC
4.
5.
6.
7.
20 =Total Cover
50% of total cover: 10 20% of total cover: 4
Sapling/Shrub Stratum (Plot size: 15
1. Ligustrum sinense
2. Acer rubrum
3.
4.
5.
6.
7.
8.
9.
10 Yes FACU
5
Yes FAC
15 =Total Cover
50% of total cover: 8 20% of total cover: 3
Herb Stratum (Plot size: 5 )
1. Fragaria vesca 5
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Yes FACU
5 =Total Cover
50% of total cover: 3 20% of total cover: 1
Woody Vine Stratum (Plot size: 30 )
1. Parthenocissus quinquefolia
2.
3.
4.
5.
2
No FACU
2 =Total Cover
50% of total cover: 1 20% of total cover: 1
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 6 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 33.3% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 0 x 2 = 0
FAC species 10 x 3 = 30
FACU species 32 x 4 = 128
UPL species 0 x 5 = 0
Column Totals: 42 (A) 158 (B)
Prevalence Index = B/A = 3.76
Hydrophytic Vegetation Indicators:
1 - Rapid Test for Hydrophytic Vegetation
2 - Dominance Test is >50%
3 - Prevalence Index is 53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft (1
m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
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 - V rsion 2.0
Page 61 of 67

SOIL
Sampling Point: upland 2000/2100
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
0-6 5YR 5/3 40
6-16 7.5YR 5/4 100
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
Loamy/Clayey
Loamy/Clayey
Remarks
2Location: PL=Pore Lining, M=Matrix.
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)
_ 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)
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)
3lndicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks:
ENG FORM 6116-4-SG, JUL 2018
Eastern Mountains and Piedmont — Version 2.0
Page 62 of 67

1. CH 100 Lower Reach
2. CH 100 Upper Reach
3. CH 200 at CH 100
Site Photos: July 6, 2020
4. CH 200 Upper Reach
5. CH 200 at Intermittent
6. CH 200 Intermittent
Page 63 of 67

7. WL 2000
8. WL 2000 Soils
9. WL 2100
Site Photos: July 6, 2020
10. Non -JD Pond
Page 64 of 67

Photograph and Data Form Location Map
Legend
(C] Review Area
Meck Co Parcels
Streets
Delineation
Intermittent
Ill= Perennial
Pond
Wetland
® Culvert
Contours 2 Ft
I I
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Page 3 of 5
Detail 1
Coordinates: 35.45090, -80.80475
Date: July 08, 2020
Page 65 of 67

Legend
C3 Review Area
Meck Co Parcels
Streets
Delineation
Intermittent
lI Perennial
Pond
Wetland
MN Culvert
Contours 2 Ft
r� �.,a Location Map
,01
rJfr
DWQ Stream Form
1
)11/A
Photo 10
Photo 2
100 200 300 400 Ft
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Page 4 of 5
Detail 2
Coordinates: 35.45090, -80.80475
Date: July 08, 2020
Page 66 of 67

m
Legend
ID Review Area
Meck Co Parcels
Streets
Delineation
Intermittent
IIIIIII Perennial
Pond
Wetland
Culvert
Contours 2 Ft
I I
Photograph and Data Form Location Map
ui
Wetland Data Forms
100 200 300 400 Ft
1
Project Name: Hunterville East
Location: 13560 Sam Furr Road Huntersville, NC 28078
For: Glenwood 13 Prosperity Company, LLC
Page 5 of 5
Detail 3
Coordinates: 35.45090, -80.80475
Date: July 08, 2020
Page 67 of 67