20220650 Ver 1_401 Application_20220511

9>O
DWR Pre -Filing Meeting Request Form
Contact Name *
Contact Email Address*
Project Owner*
Project Name*
Project County*
Owner Address: *
Jennifer Robertson
[e-mail]
True Summit Capital
Stanley Drive
Cabarrus
Street Address
1815 Back Creek Drive
Address Line 2
City State / Province / Region
Charlotte North Carolina
Postal / Zip Code Country
28213 United States
Is this a transportation project? * Yes No
Type(s) of approval sought from the DWR:
401 Water Quality Certification - 401 Water Quality Certification -
Regular Express
Individual Permit Modification
Shoreline Stabilization
Does this project have an existing project ID#?*
Yes No
Do you know the name of the staff member you would like to request a meeting with?
Alan Johnson or Doug Perez
Please give a brief project description below and include location information.*
Industrial
RECEIVED
MAY 1 1 2022
By digitally signing below, I certify that I have read and understood that per the Federal Ci1Xt/RftrRic445URCES
401 Certification Rule the following statements: 401 & BUFFER PERMITTING
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401
Certification Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting
location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you
can submit an application.

Signature*
()CTrr+re#.t t11941w
Submittal Date 10/7/2021

Preliminary ORM Data Entry Fields for New Actions
SAW—201 - 202101262 BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM El
1. Project Name [PCN Form A2a]: Stanley Drive
2. Work Type: Private ❑ Institutional ❑ Government❑ Commercial ❑✓
3. Project Description/Purpose[PCN Form B3d and B3e]:
Industrial development that includes two buildings, two water quality ponds, truck dock areas, trailer
parking, access roads, employee parking, and other infratstructure
4. Property Owner/Applicant[PCN Form A3 or A4]: TSC Stanley, LLC/ Mr. Mohammed Idlibi
5. Agent/Consultant[PCN Form AS—or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form B5b]: SAW 2021-01262
7. Project Location-Coordinates,Street Address,and/or Location Description [PCN Form B1b]:
5418 Davidson Highway, Concord NC 28027
35.437343° / -80.668094°
8. Project Location-Tax Parcel ID [PCN Form B1a]: 5601-28-7137
9. Project Location—County[PCN Form A2b]: Cabarrus
10. Project Location—Nearest Municipality or Town [PCN Form A2c]: Concord
11. Project Information—Nearest Waterbody[PCN Form B2a]: Afton Run, Class C, Index #: 13-17-6-6
12.Watershed/8-Digit Hydrologic Unit Code[PCN Form B2c]: Rocky, 03050105
Authorization: Section 10 n Section 404 ❑✓ Section 10&404 n
Regulatory Action Type:
Standard Permit _ Pre-Application Request
✓ Nationwide Permit# 39 _ Unauthorized Activity
❑ Regional General Permit# ❑ Compliance
❑ Jurisdictional Determination Request n No Permit Required
Revised 20150602

-441,100
ThAS
VIRONMENTAL
April 29, 2022
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Ms. Krysta Stygar Attn: Mr. Doug Perez
151 Patton Avenue, Room 208 1617 Mail Service Center
Asheville, North Carolina 28801-5006 Raleigh, North Carolina 27699-1617
Re: Stanley Drive—+/- 16.45 acres
5418 Davidson Highway, Concord NC 28027
Nationwide Permit 39 Application
Corps Action ID: SAW-2021-01262 / DWR Project#: unknown
Krysta and Doug:
Atlas Environmental is submitting the enclosed package on behalf of True Summit Capital, Mr.
Mohammed Idlibi for approval of a Nationwide Permit 39 application. On site aquatic resources
include the three streams (CH 100, CH 200, and CH 300) and one wetland WL 3000. The
streams on site are unnamed tributaries to Afton Run which is classified as a "Class C"water by
the North Carolina Division of Water Resources. CH 100 is perennial while CH 200 and CH 300
are intermittent. WL 3000 flows into CH 300. The Corps approved the Preliminary
Jurisdictional Determination request on September 24, 2021.
The enclosed permit application request is for 537 linear feet of stream permanent impacts in
order to facilitate the construction of an industrial development (two buildings), two water quality
ponds, truck dock areas, trailer parking, access roads, employee parking, and other necessary
infrastructure. Permanent impacts to intermittent stream CH 200 of 496 linear feet (0.035 acre),
and intermittent stream CH 300 of 41 linear feet (0.003 acre) are requested to facilitate
construction of one of the buildings, truck and employee parking, and access roads. Impact S1
will be 496 linear feet (0.035 acre) of fill for construction of one industrial building and loading
area. S2 will be 41 linear feet (0.003 acre)for a loading area. W1 is also necessary for the
building pad of this structure and includes impacts to 0.046 acre.
This area is very attractive for industrial development due to the existing development already
present in the vicinity as well as its close proximity to highways and interstates. The project is in
very close proximity to Highway 73 and Interstates 85 and 485. The planned industrial
development is being constructed with features and flexibility to attract a wide array of tenants
that are interested in occupying this product type in this location.
A variety of businesses across multiple industries will be able to utilize this development in this
location depending on their warehouse space needs. Business activities among these tenants
may include freight forwarding, third party logistics, food/beverage distribution, light
assembly/manufacturing, wholesalers, and others. Businesses that benefit from logistical
efficiencies associated with proximity to population centers, intermodal hubs, and interstate
highways will be especially interested in this development due to its location to the
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

-411111,91111
%TLAS
IRONMENTAL
Charlotte/Huntersville/Concord/Statesville urban cores, Interstates 85, 77, 40, and 485,
Charlotte Intermodal, and Charlotte Douglas International Airport.
The proposed industrial use of the property is consistent with the City of Concord's adopted land
use plan. Users of such buildings often require anywhere from 20,000 square feet to 2.5 million
square feet. While the property's location has certain logistical advantages for industrial
warehouse users, these tenants will require competitive market rents to operate out of these
proposed facilities. Rental rates are directly related to the cost of the land and improvements,
much of which is fixed regardless of the size of the building being developed. These fixed
costs, which this development also will incur, include the land itself, utility infrastructure
improvements, offsite roadway improvements, legal and financing costs, marketing, construction
costs, and other costs. In the current market tenants need larger buildings to account for the
increase in on-line shopping and quick delivery deadlines.
Stream mitigation will be required for project impacts. Atlas proposes to mitigate for the
intermittent stream impacts at a 1.5:1 ratio. CH 200 and 300 are intermittent and medium
quality. A copy of the NC Division of Mitigation Services acceptance letter is enclosed.
Enclosed is a copy of the US Fish and Wildlife Service (FWS) Section 7 comment letter. Based
on comments received in the July 22, 2021 FWS response Atlas Environmental staff conducted
a second survey for Schweintiz's sunflower (Helianthus schweinitzii) on August 30, 2021 during
its flowering season and none were observed at the time. Section 7 consultation with the
Service has been satisfied. Enclosed is a copy of the NC Historic Preservation Office (HPO)
Section 106 comment letter. The HPO office had no comment related to project impacts.
Section 106 consultation with the Service has been satisfied.
Enclosed are the necessary permit application documents and additional information. Thank
you for your attention to the enclosed request. Please contact me if you need any additional
information.
Best regards,
ilet+d ROkiv.
Jennifer L Robertson
jrobertson@_atlasenvi.com
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

TLA W
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: Mr. Paul Wojoski, 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 QualityProgram.
Project Name: 5. /l'1C�j✓S r Q-Q--- P4,44-
Property Owner of Record: )O//9 w�c�C- ?Day �t.�c y>^ ( /_-L �"
Contact Name: �� `'4� /' 'zi4c,,+°^e) tl I' I^
Address: P° 3- k
Address: 'lQ`rY16 1,9 A`�Ca So ?-S-
Phone/Fax Number: - �Z 3
Email Address: (�; �. 1 obi L 'kti >e vn��;k . c ,
Project Address: (0°"4c)t;.c7'.\ ^'� �-°'��. AJ� 2g6,2 7
Project Address:
Tax PIN: -S w v (
Signature:
Date: ( 2"
E vironmental Inc.
338 S.Sharon Amity Road, #411
Charlotte,North Carolina 28211
704-512-1206(o)/828-712-9205(m)
jrobertson atlasenvi.com
www.atlasenvi.com

ofW7 ,9
o, pG Office Use Only:
Corps action ID no.
i I,I i 'c 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: [E] Section 404 Permit ElSection 10 Permit
lb. Specify Nationwide Permit(NWP)number: 39 or General Permit(GP)number:
1c. Has the NWP or GP number been verified by the Corps? ®Yes ❑ No
1 d. Type(s)of approval sought from the DWQ(check all that apply):
®401 Water Quality Certification—Regular ❑ Non-404 Jurisdictional General Permit
❑401 Water Quality Certification—Express [' Riparian Buffer Authorization
le. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
['Yes ® No ❑Yes ® No
lf. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank ®Yes ❑ No
or in-lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer lh ❑Yes ® No
below.
lh. Is the project located within a NC DCM Area of Environmental Concern(AEC)? ❑Yes ® No
2. Project Information
2a. Name of project: Stanley Drive
2b. County: Cabarrus
2c. Nearest municipality/town: Concord
2d. Subdivision name: not a subdivision
2e. NCDOT only,T.I.P.or state not a DOT project
project no:
3. Owner Information
3a. Name(s)on Recorded Deed: True Summit Capital
3b. Deed Book and Page No. see the attached recorded deed reports
3c. Responsible Party(for LLC if Mr. Mohammed Idlibi
applicable):
3d. Street address: 225 E.Worthington Avenue
3e. City, state, zip: Charlotte, NC 28203
3f. Telephone no.: [phone]
3g. Fax no.: n/a
3h. Email address: [e-mail]
Page 1 of 10
PCN Form—Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑Agent ❑Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City,state,zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information(if applicable)
5a. Name: Jennifer L Robertson
5b. Business name Atlas Environmental, Inc.
(if applicable):
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): 5601-28-7137
1b. Site coordinates(in decimal degrees): Latitude: 35.437343 Longitude: -80.668094
lc. Property size: 16.45 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Afton Run
2b. Water Quality Classification of nearest receiving water: Class C
2c. River basin: Rocky,03050105
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: Forested land
3b. List the total estimated acreage of all existing wetlands on the property:0.046 acre wetland
3c. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property: 1511'
3d. Explain the purpose of the proposed project:The purpose is to develop an industrial distribution/warehouse logistics
center that consists of two buildings that provides features and flexibility for the tenant.
3e. Describe the overall project in detail, including the type of equipment to be used:The project involves development of the
parcels into two industrial warehouses with associated infrastructure including trailer parking,employee parking,truck
courts,access roads,and two storm water SCM's. Typical construction equipment will be used such as dump trucks,
track hoes, motor graders, bulldozers, etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ®Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
project(including all prior phases)in the past? 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? Agency/Consultant Company:Atlas Environmental Inc
Name(if known):Atlas staff Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW-2021-01262 09/24/2021
5. Project History
5a. Have permits or certifications been requested or obtained for El Yes ® No ❑ Unknown
•
this project(including all prior phases)in the past?
5b. If yes,explain in detail according to"help file"instructions.
6. Future Project Plans
6a. Is this a phased project? ❑Yes ® No
6b. If yes,explain.
Page 3 of 10
PCN Form—Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project(check all that apply):
®Wetlands ®Streams-tributaries ❑ Buffers ❑Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site,then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction Area of
number Type of impact Type of wetland Forested Corps(404, 10)or impact
Permanent(P)or (if known) DWQ(401,other) (acres)
Temporary(T)
W1 P Fill Seep Yes Corps 0.046
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: 0.046
2h.Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site,then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number- (PER)or (Corps-404, 10 stream length
Permanent(P)or intermittent DWQ—non-404, width (linear
Temporary(T) (INT)? other) (feet) feet)
S1 P Fill CH 200 INT Corps 3 496(0.035
ac)
S2 P Fill CH 300 INT Corps 3 41 (0.003
ac)
•
S3 P Choose one - -
S4 T Choose one - -
S5 - Choose one - -
S6 - Choose one - -
537'
3h.Total stream and tributary impacts: permanent
(0.038 ac)
3i. Comments:these permanent stream impacts account for all construction related impacts
Page 4 of 10
PCN Form—Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds,estuaries,tributaries, sounds,the Atlantic Ocean, or any other open water of
the U.S.then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number- (if applicable) Type of impact Waterbody Area of impact(acres)
Permanent(P)or type
Temporary(T)
01 - Choose one Choose
02 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f.Total open water
impacts:
4g. Comments: no ponds are present on site
5. Pond or Lake Construction
If pond or lake construction proposed,then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts(acres) Stream Impacts(feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f.
Total:
5g. Comments: no pond contruction proposed
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. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason for impact Buffer Zone 1 Zone 2
Permanent(P)or Stream name mitigation impact impact
Temporary(T) required? (square (square
feet) 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:there are no state regulated stream buffers on site
Page 5 of 10
PCN Form-Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
over 64%of the streams are avoided(974 linear feet), no impacts are proposed to the perennial stream,a connector road
between the two buildings was abandoned to reduce stream impacts
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
a steep reinforced slope(4:1)is proposed adjacent to the impacts at the building/parking lot to avoid additional stream
impacts,a 100'buffer is provided on either side of CH 100(the perennial stream), retaining walls are used to avoid additional
stream impacts
2. Compensatory Mitigation for Impacts to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for ®Yes ❑ No
impacts to Waters of the U.S.or Waters of the State?
2b. If yes, mitigation is required by(check all that apply): ® DWQ ® Corps
❑ Mitigation bank
2c. If yes,which mitigation option will be used for this
project? ® Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity none
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity none
Type: Choose one 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. ®Yes
4b. Stream mitigation requested: 537 linear feet
4c. If using stream mitigation,stream temperature: Warm
4d. Buffer mitigation requested(DWQ only): none square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: none acres
4g. Coastal (tidal)wetland mitigation requested: none acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
not applicable
Page 6 of 10
PCN Form—Version 1.4 January 2009

6. Buffer Mitigation(State Regulated Riparian Buffer Rules)—required by DWQ
6a.Will the project result in an impact within a protected riparian buffer that requires ❑Yes ® No
buffer mitigation?
6b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (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
la. Does the project include or is it adjacent to protected riparian buffers identified ❑Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes,then is a diffuse flow plan included? If no, explain why.
❑Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? >24%%
2b. Does this project require a Stormwater Management Plan? ®Yes 0 No
2c. If this project DOES NOT require a Stormwater Management Plan,explain why:
2d. If this project DOES require a Stormwater Management Plan,then provide a brief, narrative description of the plan:
Two SCM (water quality pond)will be constructed. The plan is being approved locally. Storm runoff from the buildings
and impervious surfaces will be directed to the SCM.
2e. Who will be responsible for the review of the Stormwater Management Plan? City of Concord
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Concord
® Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply(check all that apply): ❑ USMP
❑Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been 0 Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply 0 ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? 0 Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ®Yes 0 No
5b. Have all of the 401 Unit submittal requirements been met? ®Yes ❑ No
Page 8 of 10
PCN Form—Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation(DWQ Requirement)
1a. Does the project involve an expenditure of public(federal/state/local)funds or the ❑Yes ® No
use of public(federal/state)land?
lb. If you answered"yes"to the above,does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑Yes ❑ No
(North Carolina)Environmental Policy Act(NEPA/SEPA)?
1c. If you answered"yes"to the above, has the document review been finalized by the
State Clearing House? (If so,attach a copy of the NEPA or SEPA final approval
letter.) ❑Yes ❑ No
Comments:
2. Violations(DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules(15A NCAC 2H .0500), Isolated
Wetland Rules(15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ® No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes ® No
2c. If you answered"yes"to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts(DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts)result in ❑Yes ® No
additional development,which could impact nearby downstream water quality?
3b. If you answered"yes"to the above,submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered"no,"provide a short narrative description.
4. Sewage Disposal(DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition(non-discharge or discharge)of wastewater generated from
the proposed project,or available capacity of the subject facility.
the project will connect to an existing sanitary sewer service through a forcemain located on site that will extend out to
Hwy 73
Page 9 of 10
PCN Form—Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ❑Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ®Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCDENR Natural Heritage Program Map Viewer, GIS Layer,and IPaC;see enclosed FWS comment letter
6. Essential Fish Habitat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? 0 Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
https://www.fisheries.noaa.gov/resource/map/essential-fish-habitat-mapper
7. Historic or Prehistoric Cultural Resources(Corps Requirement)
7a. Will this project occur in or near an area that the state,federal or tribal
governments have designated as having historic or cultural preservation ❑Yes ® No
status(e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC HPO comment letter enclosed
8. Flood Zone Designation(Corps Requirement)
8a.Will this project occur in a FEMA-designated 100-year floodplain? ❑Yes ® No
8b. If yes,explain how project meets FEMA requirements:
8c.What source(s)did you use to make the floodplain determination? FEMA NFHL Map
Jennifer L Robertson 5/2/2022
Applicant/Agent's Printed Name Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form—Version 1.4 January 2009

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Project Name: Stanley Drive
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Sketch Map provided for illustrative purposes and
preliminary planning only. Not intended mho
relied upon for exact location, dimension, v,
orientation. All findings and assessments are
subject mverification from the Army Corps m
snomoom' mnDivision o,Water Resources,
and/or other appropriate local authorities. Do not
reproduce map set except inits entirety.
Potential Non Wetland
CH30O. -41 LF
Potential Wetland
/
Notes: Culvert length
included within CH 100 length
Location: 5418Davidson Highway, Concord NC38OZ7
For: True Summitt Capital Attn: Mr. Mohammed Idlibi
Page 1of2
Figure: 4A
Coordnatey:3S.43704 '80.66949
Date: April 23.2O21

Aquatic Resource Sketch Map
. .. #1 4. , -1!
v.
Potential Non Wetland Potential Non Wetland
• CH 100, 879 LF ' .. ... . �, } CH 30 41 LF
•
jay,.
ri
�*. Potential Wetland
Potential Non Wetland ' a ,. 6- �" WL 3000, 0.046 Ac
-CH 200, 591 LF
ill , .,. .., 1; ,...," j i
Y P.I >< 1,
Legend ` , -
O Review Area \
\
A1y
1 1
I 1 Cabarrus Co. Parcels t. .;
o Streets - h
Delineation
m Perennial , a' Notes: Culvert length
Intermittent _
,;�,_ ; .' T- included within CH 100 length
Wetland DavidsontH yStateLHwy Z3 �-
11 I------ - - 0 100 200 300 400 Ft
Culvert -
��• — Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
i1
- A 'ONMENTAL For: True Summitt Capital Attn: Mr. Mohammed Idlibi
Pa e 2 of 2 Figure: 4B Coordinates: 35.43704, -80.66949 Date:April 23, 2021
9

S1 = 496' / 0.035 acre
CH 200 / Intermittent Stream
Building Pad Fill
(French Drain)
ORSBORN
ENGINEERING GROUP
605 LEXINGTON AVENUE, SUITE 301
CHARLOTTE, NC 29203
P) 704-749-1432
www.orsbom-.ng.com
START OF
PERENNIAL
STREAM
CULVERT
1
1 1 I�jU
l �//
iSe.r��ItS�IMl�Y1►YI W►W "IMA�1J1�1
�iia•�a�r��w��i71•a\iWnni.ii��-
WETLAND AND STREAM IMPACT OVERALL MAP
5418 DAVIDSON HIGHWAY
KANNAPOLIS, NORTH CAROLINA
S2 = 41' / 0.003 acre
CH 300 / Intermittent Stream
Building Pad Fill
(French Drain)
W1 = 0.046 acre
WL 3000 / Seep
Building Pad Fill
(French Drain)
GRAPHIC SCALE
50
100
(01PPIN?)
1 inch - 100 IL
200

U.S.ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.SAW-2021-01262 County:Cabarrus U.S.G.S.Quad:NC-Kannapolis
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor. True Summit Capital
Mohammed Idlibi
Address: 1815 Back Creek Drive
Charlotte,NC 28213
Telephone Number: [phone]
E-mail: midlibi(a,truesummitcapitaLcom
Size(acres) 16.45 Nearest Town Concord
Nearest Waterway Afton Run RiverBa sin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude:35.4373433
Longitude:-80.668094
Location description:Project is located at 5418 Davidson Highway.Concord.Cabarrus County.North Carolina.PIN 5601-287-
1370
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters onthe above described project area/property,that may be subjectto Section 404 ofthe Clean Water
Act(CWA)(33 USC§ 1344)and/or Section 10 ofthe Rivers and Harbors Act(RHA)(33 USC§403).The waters have been
delineated,and the delineation has been verified by the Corps to be sufficiently accurate andreliable.The approximate boundaries
of these waters are shown on the enclosed delineation map dated 4/23/2021.Therefore this preliminary jurisdiction deter mnation
may be used in the permit evaluation process,including determining compensatory mitigation.For purposes of computationof
impacts,compensatorymitigation requirements,and other resource protection measures,a permit decision made on the basis of a
preliminary JD will treat all waters and wetlands thatwould be affected in anywayby 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.
0 There appear to be waters onthe above described project area/property,th at may be subject to Section 404 ofthe Clean Water
Act(CWA)(33 USC§ 1344)and/or Section 10 ofthe Rivers and Harbors Act(RHA)(33 USC§403).However,since the waters
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 overall of the waters at the project area,which is not sufficiently accurate and reliable to support an enforceable
permit decision.We recommend thatyou have the waters 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
❑ There are Navigable Waters ofthe United States within the above describedproject area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403)and Section 404 ofthe Clean Water Act
(CWA)(33 USC§ 1344). Unless there is a change in law orourpublished regulations,this determination may be relied upon for
a period not to exceed five years from the date of this notification.
0 There are waterson the above described project area/property subject to the permit requirements of Section 404 ofthe Clean
Water Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published regulations,this determination maybe
relied upon for a period not to exceed five years from the date ofthis notification.
❑We recommend you have the waters on yourproject 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.
❑The waters on yourproject area/property have been delineated and the delineation has been verifiedby 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

SAW-2021-01262
will provide an accurate depiction of all areas subject to CWA jurisdiction on yourproperty which,provided there is no change in
the law or ourpublished regulations,maybe relied upon for a periodnotto exceed five years.
El The waters 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 fora 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 Section404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or ourpublished
regulations,this determination may be relied upon for a period not to exceed five years from the date ofthis notification.
❑ The property is located in one ofthe 20 Coastal Counties subject to regulation under the Coastal Area Management Act(CAMA).
You should contact the Division ofCoastal Management in Morehead City,NC,at(252)808-2808 to determinetheir
requirements.
Pla cement of dredged or fill material within waters of the US,including wetlands,without a Department ofthe 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 ofthe 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/or403).If you have any questions
regarding this determination and/or the Corps regulatory program,please contact Krystynka B Stygar at 252-545-0507 or
krystynka.b.stygar@usace.a rmy.mil.
C. Basis For Determination:Based on information submitted by the applicant and available to the U.S.
Army Corps of Engineers,the project area exhibits criteria for waters of the U.S.as defined in 33
CFR 328,Regulatory Guidance Letter 05-05,the 1987 Wetland Delineation Manual,and/or the
Regional Supplement to the 1987 Manual:Eastern Piedmont and Mountains v2.0.See the
preliminary jurisdictional determination form dated 9/24/2021.
D. Remarks:See approximate delineation titled, "Stanley Drive-Figure 4A"
E. Attention USDA Program Participants
This delinea tion/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 maynotbe valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipateparticipation 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)
If you object to this determination,you may request an administrative appeal under Corps regulations at 33 CFR Part331. Enclosed
you will find a Notification ofAppeal Process(NAP)fact sheet and Request for Appeal(RFA)form. If you request to appeal this
determination youmust submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr.Philip A. Shannin
Administrative App eal Review Officer
60 Forsyth Street SW,Floor M9
Atlanta,Georgia 30303-8803
AND
PH I LI P.A.SHANNIN@,USACE.ARM Y.MIL
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 ofthe date ofthe NAP. Should you
decide to submit an RFA fonn,it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to ie Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
rP � ry44/ C$G U '�
Date of JD:9/24/2021 Expiration Date ofJD:Not applicable

SAW-2021-01262
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
Jennifer Robertson
Address: 338 S.Sharon Amity Road#411
Charlotte,NC 28211
Telephone Number: [phone]
E-mail: [e-mail]
Property Owner: Dogwood Partners I I.LLC
FIRST LAST
Address: PO Box 3067
Concord.NC 28025
Telephone Number: [phone]
E-mail: midlibinu,truesummitcapital.com

e. • e e 4,4 STRATIVE APPEAL O'., , LI ro
REQUEST FOR APP •fi
Applicant:True Summit Capital,Mohammed Idlibi File Number:SAW-2021-01262 Date:9/24/2021
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
® PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I-The following identifies yourrights and options regarding an administrative appeal of the above decision.
Additional information may be found at orhttp://www.usace.army.miUMissions!( ivilWorks/RegulatoryProgtamandPernmits.ashy
or the 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 certa in 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 appealthe 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 yourreconsideration,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 jurisdictionaldeterminations 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 appealthe 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 appealthe 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: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice,means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

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 yourreasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record,the Corps memorandum forthe
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/orthe If you only have questions regarding the appeal process you may
appealprocess you may contact: also contact:
District Engineer,Wilmington Regulatory Division MR.PHILIP A.SHANNIN
Attn: Krystynka B Stygar ADMINISTRATIVE APPEAL REVIEW OFFICER
Charlotte Regulatory Office CESAD-PDS-O
U.S Army Corps of Engineers 60 FORSYTH STREET SOUTHWEST,FLOOR M9
8430 University Executive Park Drive,Suite 615 ATLANTA,GEORGIA 303 03-8803
Charlotte,North Carolina 28262
PHONE:[phone];FAX[phone]
EMAIL:[e-mail]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,and any government
consultants,to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation,and will have the opportunity to participate in all site investi tions.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn:Krystynka B Stygar,8430 University Executive Park Drive,Suite
615,Charlotte,North Carolina 28262
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.Philip Shannin,Administrative
Appeal Officer,CESAD-PDO,60 Forsyth Street,Room 10M15,Atlanta,Georgia 30303-8801
Phone:[phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 08/24/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: True Summit Capital,Mohammed Idlibi,
1815 Back Creek Drive,Charlotte,NC 28213
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:Wilmington District, Stanley Road, SAW-2021-
01262
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Project is located at 5418 Davidson
Highway,Concord,Cabarrus County,North Carolina.PIN 5601-287-1370
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County:Cabarrus City: Concord
Center coordinates of site (lat/long in degree decimalformat):Latitude:35.4373433 Longitude:-80.668094
Universal Transverse Mercator:
Name of nearest waterbody:Afton Run
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑Office(Desk) Determination. Date:
®Field Determination. Date(s): August 25,2021
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE"SUBJECT TO
REGULATORY JURISDICTION
Site Number Latitude Longitude Estimated Type of aquatic Geographic
(decimal (decimal amount of resources(i.e.,wetland authority to
degrees) degrees) aquatic vs. non-wetland waters) which the
resources in aquatic resource
review area "may be"subject
(acreage and (i.e.,Section 404
linear feet,if or Section
applicable 10/404)
CH 100 35.43763 -80.66970 879 LF Non-wetland waters Section 404
CH 200 35.4369 -80.66968 591 LF Non-wetland waters Section 404
CH 300 35.43696 -80.66954 41 LF Non-wetland waters Section 404
WL 3000 35.46367 -80.66882 0.046 Acres Wetland Section 404Sta
1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD(AJD) for that review area based on an informed decision after

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)Checked items are included in the administrative
record and are appropriately cited:
Z Maps,plans,plots or plat submitted by or on behalf of the PJD requestor:
Map:Atlas E nvironmental forTrue Summit Capital
®Data sheets prepared/submitted by or on behalf of the PJD requestor.Datasheets:
®Office concurs with data sheets/delineation report.
❑Office does not concurwith data sheets/delineation report. Rationale:
❑Data sheets prepared by the Corps:
❑Corps navigable waters' study:
❑U.S. Geological Survey Hydrologic Atlas:
❑USGS NHD data:
❑USGS 8 and 12 digit HUC maps:
®U.S. Geological Survey map(s).Cite scale&quad name:
®Natural Resources Conservation Service Soil Survey. Citation:NRCS Soil Survey,Figure 9
®National wetlands inventory map(s). Cite name:
❑State/local wetland inventory map(s):
FEMA/FIRM maps:
❑ 100-year Floodpla in Elevation is: (NationalGeodetic Vertical Datum of 1929)
®Photographs: /1 Aerial (Name & Date):
or® Other(Name& Date): Site photographs take 04/20/2021
❑Previous determination(s). File no. and date of response letter:
®Other information(please specify): GIS Parcel Map Figure 4C, 04/12/2021,12-HUC Codes ,APT run
04/20/2021(Normal conditions)
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
4/36
Signature and date of Regulatory Signature and date of person requesting PJD
staff member completing PJD (REQUIRED, unless obtaining the signature is
9/24/2021 impracticable)t
I Districts may establish timeframes for requester to return signed PJD forms.If the requester does not respond within the established
time frame,the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

Potential Non Wetland
CH 100, - 879 LF, 0.168 Ac
IPotential Non Wetland
_C_H 2O0, - 591 LF, 0.043 Ac
Legend
IO Review Area
Cabarrus Co. Parcels
Streets
Contours: 2Ft
Delineation
MN Perennial
Intermittent
Wetland
Culvert
I I
Aquatic Resource Sketch Map
Davidson HwyState Hwy 73
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.
Potential Non Wetland
CH 300, - 41 LF, 0.003 Ac
Potential Wetland
WL 3000, - 0.046 Ac
Notes: Culvert length/area
included within CH 100
100
200
300
400 Ft
'41111119/IFIONMENTAL
Page 16 of 46 Figure: 4A
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summitt Capital Attn: Mr. Mohammed Idlibi
Coordinates: 35.43704, -80.66949
Date: April 23, 2021

a Sr4
North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M.Bartos,Administrator
Governor Roy Cooper Secretary D.Reid Wilson
July 14, 2021
Jacob Sinclair isinclair@,atlasenvi.com
ATLAS Environmental,Inc.
P.O. Box 17323
Asheville,NC 28806
Re: Construct Stanley Drive industrial building, 5418 Davidson Highway, Concord, Cabarrus County,
ER 21-1568
Dear Mr. Sinclair:
Thank you for your email of June 10, 2021,regarding the above-referenced undertaking. We have reviewed
the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore,we have no comment on the project as proposed.
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.reviewAncdcr.gov. In all future communication concerning this project,please cite the
above referenced tracking number.
Sincerely,
(2-t—uuL &
�,r Ramona Bartos, Deputy
() State Historic Preservation Officer
Location:109 East Jones Street,Raleigh NC 27601 Mailing Address:4617 Mail Service Center,Raleigh NC 27699-4617 Telephone/Fax:[phone]-6898

04T OP
�PPs0- United States Department of the Interior I,PM14 it'Irr
ririrq� FISH AND WILDLIFE SERVICE
Asheville Field Office
%CH 3 1°4 160 Zillicoa Street
Asheville,North Carolina 28801
July 22, 2021
Jennifer Robertson
Atlas Environmental
338 South Sharon Amity Road#411
Charlotte,North Carolina 28211
jrobertsonaatlasenvi.com
Subject: Stanley Drive Commercial Development; Cabarrus County,North Carolina
Dear Jennifer Robertson:
The U.S.Fish and Wildlife Service(Service)has reviewed the information provided in your
email correspondence dated June 11, 2021 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 Applicant proposes to construct an undisclosed
commercial development on approximately 16.5 forested acres in Concord,North Carolina. The
information provided suggests that the proposed project will require authorization from the U.S.
Army Corps of Engineers for impacts to Waters of the United States. Based on the information
provided, onsite habitats are dominated by successional mixed forest,but also contain forested
riparian and wetland habitats (unnamed tributaries to Afton Run), maintained utility and road
rights of way,maintained open space, and transitional edge habitats. No project design plans or
a description of impacts to onsite habitats have been provided at this time.
Federally Listed Endangered and Threatened Species
According to Service records, suitable summer roosting habitat may be present in the action area
(50CFR 402.02)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 would occur at
a location where any incidental take that may result from associated activities is exempt under
the 4(d)rule for this species. Although not required,we encourage the Applicant to avoid
any associated tree clearing activities during this animal's maternity roosting season from
May 15—August 15.

Your correspondence states that the entire project review area was thoroughly traversed to
identify areas that contain suitable habitat for federally listed species on April 20,2021 and that
no occurrences for the federally endangered Carolina heelsplitter(Lasmigona decorata)and
Schweintiz;s sunflower(Helianthus schweinitzii)were observed at that time. Please describe the
methods used to survey for this animal species and provide the results of this survey to our office
to complete our review. If surveys were not conducted for this species,negative survey results
are not informative and should have no bearing on an effect determination from the action
agency.
Your correspondence also states that you did not observe occurrences of Schweintiz's sunflower
during your April 20, 2021 evaluation. We remind you that negative results from botanical
surveys conducted outside of the appropriate survey window should not be used to inform an
effect determination from the appropriate action agency. We also reiterate that survey windows
for listed plant species can be found here:
https://www.fws.gov/asheville/pdfs/Optimal%20Survey%20 Windows%20for%201isted%20plant
s%202020.pdf
Table 4.1 of your correspondence indicates that suitable habitat for this species does not occur
within the action area. We remind you that a variety of habitats create suitable conditions for
this plant species and include maintained/mowed roadsides,maintained/mowed utility rights of
way, forest openings, forest edges, edges of agricultural fields,and other transitional habitat
types.
In accordance with the Act,it is the responsibility of the appropriate federal agency or its
designated representative to review its activities or programs and to identify any such activities
or programs that may affect endangered or threatened species or their habitats. If it is
determined that the proposed activity may adversely affect any species federally listed as
endangered or threatened, formal consultation with this office must be initiated.
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.
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 4-2-21-329.
Sincerely,
- -original signed--
Janet Mizzi
Field Supervisor
2

15946 0092 FILED ELECTRONICALLY
CABARRUS COUNTY NC
M. WAYNE NIXON
FILED Apr 01, 2022
AT 02:40:00 PM
BOOK 15946
START PAGE 0092
END PAGE 0097
INSTRUMENT # 11201
EXCISE TAX $600.00
NORTH CAROLINA
SPECIAL WARRANTY DEED
CABARRUS COUNTY
Tax Parcel No.: 5601-28-7137
Excise Tax: $600.00
Prepared by and return to: David C. Williams,Hartsell&Williams,P.A.,Concord,NC
Brief description for index:
THIS DEED made this 31st day of March,2022,by Dogwood Partners I,LLC,a North Carolina limited
liability company,whose address is PO Box 3067,Concord,North Carolina 28025 ("Grantor"), to TSC Stanley,
LLC, a North Carolina limited liability company, ("Grantee"), whose address is 225 Worthington Ave. #201,
Charlotte,North Carolina 28203.
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,and assigns,and
shall include singular,plural,masculine, feminine or neuter, as required by context.
WITNESSETH : -
That the Grantor, for a valuable consideration paid by the Grantee, the receipt and sufficiency of said
consideration being hereby acknowledged,has bargained and sold, and by these presents does bargain, sell, and
convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in No. Four (4) Township,
Cabarrus County,North Carolina, and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges and appurtenances
thereunto belonging to the Grantee in fee simple.
Submitted electronically by "Kirk Palmer & Thigpen"
in compliance with North Carolina statutes governing recordable documents
and the terms of the Memorandum of understanding with
the Office of the Register of Deeds of Cabarrus County. NCGS 47-14(a1)(5).

15946 0093
The Grantor does hereby covenant that Grantor has not placed or suffered to be placed any presently existing
lien or encumbrance on the premises and that Grantor will warrant and defend the title to the same against the lawful
claims of all persons claiming by,through,under, or on account of the Grantor, but no further. The title to the
property hereinabove described is subject to the following exceptions:
See Exhibit B attached hereto and incorporated herein by reference.
IN TESTIMONY WHEREOF,the said Grantor has hereunto executed this Special Warranty Deed,as of the
day and year first above written.
Dogwood Partners I,LLC
A North Carolina limited liability p
By: 0
W. C. Cannon,Jr.,Manager
By: _1!, $
1.
William S.Austin,Manager
2

15946 0094
STATE OF NORTH CAROLINA
COUNTY OF CABARRUS
I certify that the following person personally appeared before me this day,each acknowledging to me that he
signed the foregoing document for the purpose stated therein and in the capacity indicated: W.C. Cannon Jr.,
Manager.
Witness my hand and official stamp or seal,this the 2j0 da Arc. , 2022.
,
ow iiiiiii,
Notary Public 1I1 ���` DAV�D c'�i,
Name: a,urc1 C_ �'!f}G.w,.S +�,�It0� �yt�
My commission expires: 3 `Q(7-y -a y r
G� CI c 9. co
%�i//LINTY,`PIC`1`\\\.
STATE OF NORTH CAROLINA
COUNTY OF CABARRUS
I certify that the following person personally appeared before me this day,each acknowledging to me that he
signed the foregoing document for the purpose stated therein and in the capacity indicated: William S. Austin,
Manager.
Witness my hand and official stamp or seal,this the 3c) day of 44arc_l.. , 2022.
Notary Public
Name: `�cw r d, C G✓1111 a...m.-c
My commission expires: 1)1=fZ-y \1�\\Willi/ //�,� `�����q 1100/AVID I,,
\QP, C /re../,� `� C •,
N r 9�;q AP N
=cc, 0
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c�
pm GeLICG �/,
3

15946 0095
EXHIBIT A
LEGAL DESCRIPTION
ALL OF THAT REAL PROPERTY IN NO.4 TOWNSHIP, CABARRUS COUNTY,NORTH CAROLINA,
AND BEING A PORTION OF THE PROPERTY CONVEYED TO DOGWOOD PARTNERS I, LLC,AS
RECORDED IN DEED BOOK 720 PAGE 206,AND MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT A NAIL WITH PLASTIC WASHER HAVING A NORTH CAROLINA GRID NAD 83
COORDINATES OF N: 618,243.57'AND E: 1,503,250.65' WITH A COMBINED GRID FACTOR OF:
0.99984941, THENCE S54°45'21"W A GROUND DISTANCE OF 67.15'TO AN EXISTING#4 REBAR ON
THE STANLEY DRIVE RIGHT OF WAY,(SAID REBAR HAVING A NORTH CAROLINA GRID
COORDINATE OF N: 618,204.83' AND E: 1,503,195.82')AND BEING THE TRUE POINT OF
BEGINNING;
THENCE FROM THE TRUE POINT OF BEGINNING AND CONTINUING ON THE STANLEY DRIVE
RIGHT OF WAY SOO°43'09"W 158.33'TO AN EXISTING#4 REBAR; THENCE S09°14'01"W 135.12' TO
AN EXISTING#4 REBAR; THENCE S00°36'02"W 125.08' TO AN EXISTING#4 REBAR; THENCE
ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 30.00',AN ARC LENGTH OF 46.74',AND A
CHORD BEARING AND DISTANCE OF S45°03'29"W 42.15' TO AN EXISITG#4 REBAR ON THE
NORTHERN RIGHT OF WAY OF DAVIDSON HIGHWAY [NC HWY 73] (SAID POINT BEING
LOCATED S89°'38'07"W 140.00' FROM AN EXISTING#5 REBAR); THENCE ADJOINING AND
ALONG THE DAVIDSON HIGHWAY RIGHT OF WAY S°89'38"07W 841.40' TO A SET#5 REBAR;
THENCE LEAVING THE DAVIDSON HIGHWAY RIGHT OF WAY N01°45'10"E 745.41' TO AN
EXISTING 1/2"IRON PIPE; THENCE ALONG THE SOUTHERN LINE OF THE STANLEY BLACK&
DECKER, INC. PROPERTY(DB: 9195 PG: 193)N67°26'36"E 537.14' TO AN EXISTING#5 REBAR ON
THE STANLEY DRIVE RIGHT OF WAY; THENCE ALONG THE RIGHT OF WAY S52°52'56"E 264.80'
TO AN EXISTING#4 REBAR;THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF
420.00',AN ARC LENGTH OF 392.00',AND A CHORD BEARING AND DISTANCE OF S26°05'22"E
377.92' TO AN EXISTING#4 REBAR, SAID REBAR BEING THE TRUE POINT OF BEGINNING AND
CONTAINING A TOTAL AREA OF 16.517 ACRES.
4

15946 0096
EXHIBIT B
EXCEPTIONS TO TITLE
1. Taxes for the year 2022 and subsequent years,not yet due and payable.
2. Building restriction lines, easements and other matters shown on plat recorded in Map Book 28,Page 100 and
revised in Book 30,Page 28,Cabarrus County Registry,and shown on Survey by Nicholas J.Barnes,PLS,
dated July 23,2021, last revised March 30,2022.
3. Subject to a right of way and easement dated December 29, 1989 to Cabarrus County for utility line(sewer)
measuring thirty(30)feet in width recorded or to be recorded in the Cabarrus County Registry.
4. Title to any portion of Land lying within the right of way of NC Highway 73 and Davidson Highway, and
shown on Survey by Nicholas J.Barnes,PLS, dated July 23,2021, last revised March 30,2022.
5. Right of Way to Board of Light and Water Commissioners recorded in Book 392,Page(s)96,Cabarrus
County Registry.
6. Right of Way to Concord Telephone Company recorded in Book 439, Page(s) 177 and Book 209,Page 570,
Cabarrus County Registry.
7. Right of Way to Duke Power Company recorded in Book 353,Page(s)449, Cabarrus County Registry.
8. Right of Way to State Highway Commission recorded in Book 373,Page(s) 547,Cabarrus County Registry.
9. Permanent Easement Agreement recorded in Book 1975, Page(s)95,Cabarrus County Registry.
10. Grant of Temporary Right of Way recorded in Book 5337,Page(s) 86, Cabarrus County Registry.
11.Deed for Highway Right of Way recorded in Book 9851, Page(s) 132, Cabarrus County Registry.
12. Right of Way and Easement recorded in Book 743,Page(s)200, Cabarrus County Registry, and shown
Survey by Nicholas J. Barnes, PLS,dated July 23,2021, last revised March 30,2022.
13. Guying Easement recorded in Book 12906,Page(s)209, Cabarrus County Registry.
14. Survey by Nicholas J. Barnes,PLS,dated July 23, 2021, last revised March 30, 2022,reveals the following
matters:
a) 20'Permanent Sanitary Sewer Easement;
b)20'and 10'Vegetative Buffers,20',72.8',99.8' Stream Buffers;
c) 30'Utility Right of Way and Easement;
d)40'x 40'Permanent Drainage Easement;
e) 10'Permanent Drainage Easement, storm drain lines and storm drain manholes;
f)sanitary sewer lines and sanitary sewer manholes;
g)water lines;h)RCPs and CMPs of varying widths;
i)encroachment of post and rail fence section and over property line;
5

15946 0097
j)creeks and riparian rights of others in and thereto;
k)telephone lines;
I)Fiber Optic Box;
m)gas lines;
n)Stanley Drive and Davidson Highway;
o electric meter,transformer,power lines and power poles.
18.Terms,provisions,options,rights of first refusal,covenants,conditions,restrictions,easements,charges,
assessments and liens provided for in Declaration of Covenants,Conditions and Restrictions for Dogwood
Business Park filed for record in Book 1975,Page 38, Cabarrus County Registry,and any related maps,plans,
bylaws and other document(s)and amendment(s).
6

d, f
" ,'t na
ROY COOPER `f `.... ).;
Governor ,or 1
ELIZABETH S.BISER * `
40
Secretary oarw
MARC RECKTENWALD NORTH CAROLINA
Director Environmental Quality
May 2, 2022
Mohammed Idlibi
TSC Stanley, LLC
225 Worthington Ave.#201
Charlotte, NC 28203 Expiration of Acceptance: 11/2/2022
Project: Stanley Drive County: Cabarrus
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s)an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin Impact Location Impact Type Impact Quantity
(8-digit HUC)
Yadkin 03040105 Warm Stream 537
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact Kelly.Williams@.ncdenr.gov.
Sincerely,
At1-4141/167-y ,
FOR James. B Stanfill
Asset Management Supervisor
cc: Jennifer Robertson, agent
..-� North Carolina Department of Environmental Quality I Division of Mitigation Services
DE �//� 217 West Jones Street 11652 Mail Service Center I Raleigh,North Carolina 27699-1652
uawrt of cir«; n,;onx'r 919.707.8976

56011989530000
56011873660000
56011840690000
56011798160000
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RONMENTAL
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure:
Coordinates: 35.43704, -80.66949
Date: April 12, 2021

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o Streets
Contours 2Ft
56011699460000
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Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure:
Coordinates: 35.43704, -80.66949
Date: April 12, 2021

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Date: April 12, 2021

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'4411%1
RONMENTAL
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure:
Coordinates: 35.43704, -80.66949
Date: April 12, 2021

USGS 1:24,000 Quadrangles
Mooresville Enochville
China Grove
Cornelius Kannapolis Concord
Legend
O Review Area A
I Cabarrus County 0 1 2 3 4 miles
USGS Quadrangles
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
'44111111TLASRONMENTAL For:True Summit Capital Attn: Mr. Mohammed Idlibi
Figure: Coordinates: 35.43704, -80.66949 Date: April 12, 2021

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Figure: Coordinates: 35.43704, -80.66949 Date: April 12, 2021

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Figure: Coordinates: 35.43704, -80.66949 I Date: April 12, 2021

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Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
IRONMENTAL For:True Summit Capital Attn: Mr. Mohammed Idlibi
Figure: ;Coordinates: 35.43704, -80.66949 Date: April 12, 2021
1

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Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure:
Coordinates: 35.43704, -80.66949
Date: April 12, 2021

Legend
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GIS Streams
GIS Waterbodys
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National Hydrographic Dataset
Davidson Hwy State Hwy 73
0 100 200 300 400 Ft
'41111%
IRONMENTAL
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure:
Coordinates: 35.43704, -80.66949
Date: April 12, 2021

NC
NC Surface Water Classifications
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Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure:
Coordinates: 35.43704, -80.66949
Date: April 12, 2021

35° 26' 20" N
35° 26' 6" N
3
g3
Soil Map—Cabarrus County, North Carolina
(Review Area)
Map Sole: 1:2,100 if printed on A portrait (8.5" x 11") sheet.
- -. - - - Meters
0 30 60 120 180
Feet
0 100 200 400 600
Map prole,: Web Mercator Corner coordinates: WGS84 Edge tics: WM Zone 17N WGSB4
USDA Natural Resources Web Soil Survey
imila Conservation Service National Cooperative Soil Survey
3
3
4
4/12/2021
Page 1 of 3
35° 26' 6" N
UAS
IRONMENTAL
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure: 9
Coordinates: 35.43704, -80.66949
Date: April 12, 2021

Soil Map—Cabarrus County, North Carolina
(Review Area)
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
low Soil Map Unit Lines
• Soil Map Unit Points
Special Point Features
(2) Blowout
Borrow Pit
Clay Spot
Q Closed Depression
• Gravel Pit
• Gravelly Spot
0 Landfill
Lava Flow
4, Marsh or swamp
'R. Mine or Quarry
® Miscellaneous Water
O Perennial Water
Rock Outcrop
.� Saline Spot
Sandy Spot
Severely Eroded Spot
O Sinkhole
jy Slide or Slip
fir Sodic Spot
d
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
.• Special Line Features
Water Features
Streams and Canals
Transportation
1-14 Rails
we/ Interstate Highways
US Routes
Major Roads
Local Roads
Background
I. Aerial Photography
MAP INFORMATION
The soil surveys that compose your AOI were mapped at
1:24,000.
Warning: 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 soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
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: Cabarrus County, North Carolina
Survey Area Data: Version 19, Jun 2, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Nov 6, 2019—Nov
20, 2019
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.
I,
IRONMENTAL
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Figure: 9
Coordinates: 35.43704, -80.66949 Date: April 12, 2021

Map Unit Legend
Map Unit Symbol
CcB2
CcD2
ChA
Map Unit Name
Acres in AOI
Percent of AOI
Cecil sandy clay loam, 2 to 8 1.5 8.9%
percent slopes, moderately
eroded
Cecil sandy clay loam, 8 to 15 3.0 18.0%
percent slopes, moderately
eroded
Chewacla sandy loam, 0 to 2
percent slopes, frequently
flooded
3.7 22.8%
EnB Enon sandy loam, 2 to 8 3.1 18.7%
percent slopes
EnD Enon sandy loam, 8 to 15 5.1 31.2%
percent slopes
PoD Poindexter loam, 8 to 15 0.1 0.4%
percent slopes
[Totals for Area of Interest 16.5 100.0%
1R
IRONMENTAL
Figure: 9
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summit Capital Attn: Mr. Mohammed Idlibi
Coordinates: 35.43704, -80.66949 (Date: April 12, 2021

�_.- HUC 12 Watersheds
Uppe. Dutch Buffalo
Upper Coddle Creek
Headwaters Ro/ky Riv r
Irish Buffalo Cr-- Cold Water Creek
Littl- old Water Cr
1 •v -r CoddleQCreek i
Legend
k
O Review Area Lower Du1 _
1 I Cabarrus County 0 1 2 3 4 miles
IHUC12
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
-4141151 ,T1-AASRONMENTAL For:True Summit Capital Attn: Mr. Mohammed Idlibi
Figure: Coordinates: 35.43704, -80.66949 Date: April 12, 2021

HUC 8 Watersheds
- Lower Yadkin0304010
Rocky03040105
Legend o
O Review Area A
1 Cabarrus County 0 1 2 3 4 miles
1 I HUC 8
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
RONMENTAL For:True Summit Capital Attn: Mr. Mohammed Idlibi
Figure: Coordinates: 35.43704, -80.66949 Date: April 12, 2021

Site Photographs: April 20, 2021
w F.
* . ,,
4
t. A
•
14
1: Cleared area near Stanley Drive 4: CH 100
r � : 1,
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r 1 16
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2: Typical Forested Area 5: CH 200
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6: CH 200
3: Culvert on CH 100 near western boundary

Site Photographs:April 20, 2021
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e\ ,,,,. f: 79- '- L f'-*-:'. ' ,4':,"f-:.... j . . ' Ow . i 4 .,. ... ' ,
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.11
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7: CH 200 10:WL 3000
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9:W L 3000

Photograph and Data Form Location Map
SWR Stream ID Form:
34 Perennial
CH 100
CH 200
Form Locations
Legend
O Review Area
Cabarrus Co. Parcels
Streets
Contours: 2Ft
Delineation
Perennial
Intermittent
Wetland
Culvert
I I
8 ED
7'
F
Photo Location and Orientation
1
Davidson_HwyState Hwy 73
Upland Form
DWR Stream ID Form:
25.5 Intermittent
DWR Stream ID Form:
23.5 Intermittent
PFO Wetland Form
WL 3000
Notes: Culvert length
included within CH 100 length
100
200 300
400 Ft
'4141111141RONMENTAL
Project Name: Stanley Drive
Location: 5418 Davidson Highway, Concord NC 28027
For: True Summitt Capital Attn: Mr. Mohammed Idlibi
Coordinates: 35.43704, -80.66949
Date: April 23, 2021

NC DWQ Stream Identification Form Version 4.11
Date: April 20, 2021 Project/Site Stanley Drive Latitude: 35.43768
CH foo
Evaluator:A Sinclair A Baggarley county: Mecklenburg Longitude:-80.66946
Total Points: Stream Determination(circle one) Other Kannapolis Quad
Stream is at least intermittent 34 Ephemeral Intermittent Per�Ilnial e.g. Quad Name:
if z 19 or perennial if Z 30* _
A. Geomorphology (Subtotal = 15.5 ) Absent Weak Moderate Strong
1 a'Continuity of channel bed and bank 0 1 2 3 3
2.Sinuosity of channel along thalweg 0 1 2 3 2
3. In-channel structure:ex. riffle-pool,step-pool,
ripple-pool sequence 0 1 2 3 2
4. Particle size of stream substrate 0 1 2 3 2
5.Active/relict floodplain 0 1 2 3 2
6. Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 1
9.Grade control 0 0.5 1 1.5 .5
10. Natural valley 0 0.5 1 1.5 1
11.Second or greater order channel No=0 Yes=3 0
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal = 10.5 )
12. Presence of Baseflow 0 1 2 3 3
13. Iron oxidizing bacteria 0 1 2 3 2
14.Leaf litter 1.5 1 0.5 0 .5
15.Sediment on plants or debris 0 0.5 1 1.5 1
16.Organic debris lines or piles 0 0.5 1 1.5 1
17.Soil-based evidence of high water table? No=0 Yes=3 3
C. Biology (Subtotal = 7 ) ___
18. Fibrous roots in streambed 3 2 1 0 2
19.Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos(note diversity and abundance) 0 1 2 3 1
21.Aquatic Mollusks 0 1 2 3 0
22.Fish 0 0.5 1 1.5 1
23.Crayfish 0 0.5 1 1.5 0
24.Amphibians 0 0.5 1 1.5 0
25.Algae 0 0.5 1 1.5 0
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0 0
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: April 20, 2021 Project/Site:
Stanley Drive Latitude: 35.43693
CH 200
Evaluator:A Sinclair A Baggarley county: Mecklenburg Longitude:-80.66986
Total Points: Stream Determination(circle one) Other Kannapolis
Stream is at least intermittent 25.5 Ephemeral Intep��flittent Perennial e.g.Quad Name:
if 2 19 or perennial if z 30* 7I"
A. Geomorphology (Subtotal= 13 ) Absent Weak Moderate Strong
la.Continuity of channel bed and bank 0 1 2 3 2
2.Sinuosity of channel along thalweg 0 1 2 3 2
-
3. In-channel structure:ex.riffle-pool,step-pool,
ripple-pool sequence 0 1 2 3 1
4. Particle size of stream substrate 0 1 2 3 1
5.Active/relict floodplain 0 1 2 3 2
6.Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 _ 1 2 3 1
9. Grade control 0 0.5 1 1.5 .5
10. Natural valley 0 0.5 1 1.5 .5
11.Second or greater order channel No=0 Yes=3 0
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal= 8.5 )
12. Presence of Baseflow 0 1 2 3 2
13. Iron oxidizing bacteria 0 1 2 3 1
14. Leaf litter 1.5 1 0.5 0 .5
15.Sediment on plants or debris 0 0.5 1 1.5 1
16.Organic debris lines or piles 0 0.5 1 1.5 1
17.Soil-based evidence of high water table? No=0 Yes=3 3
C. Biology (Subtotal = 4 )
18. Fibrous roots in streambed 3 2 1 0 2
19.Rooted upland plants in streambed 3 2 1 0 1
20. Macrobenthos(note diversity and abundance) 0 1 2 3 1
21.Aquatic Mollusks 0 1 2 3 0
22.Fish 0 0.5 1 1.5 0
23.Crayfish 0 0.5 1 1.5 0
24.Amphibians 0 0.5 1 1.5 0
25.Algae 0 0.5 1 1.5 0
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0 0
'perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: April 20, 2021 ject/Site Stanley Drive Latitude: 35 43696
Pro Ln 300
Evaluator:A Sinclair A Baggarley county: Mecklenburg Longitude:-80.66951
Total Points: Stream Determination(circle one) Other Kannapolis
Stream is at least intermittent 23.5 Ephemeral Inter,�ittent Perennial e.g.Quad Name:
if z 19 or perennial if 2 30* �/"
A. Geomorphology (Subtotal= 12 ) Absent Weak Moderate Strong
la.Continuity of channel bed and bank 0 1 2 3 2
2.Sinuosity of channel along thalweg 0 1 2 3 2
3. In-channel structure:ex. riffle-pool,step-pool,
ripple-pool sequence 0 1 2 3 1
4. Particle size of stream substrate 0 1 2 3 1
5.Active/relict floodplain 0 1 2 3 1
6.Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 1
9.Grade control 0 0.5 1 1.5 .5
10. Natural valley 0 0.5 1 1.5 .5
11.Second or greater order channel No=0 Yes=3 0
a artificial ditches are not rated;see discussions in manual
B. Hydrology (Subtotal= 8.5 )
12. Presence of Baseflow 0 1 2 3 2
13. Iron oxidizing bacteria 0 1 2 3 1
14.Leaf litter 1.5 1 0.5 0 .5
15.Sediment on plants or debris 0 0.5 1 1.5 1
16.Organic debris lines or piles 0 0.5 1 1.5 1
17.Soil-based evidence of high water table? No=0 Yes=3 3
C. Biology (Subtotal = 3 )
18. Fibrous roots in streambed 3 2 1 0 1
19.Rooted upland plants in streambed 3 _ 2 1 0 1
20. Macrobenthos(note diversity and abundance) 0 1 2 3 1
21.Aquatic Mollusks 0 1 2 3 0
22.Fish 0 0.5 1 1.5 0
23.Crayfish 0 0.5 1 1.5 0
24.Amphibians 0 0.5 1 1.5 0
25.Algae 0 0.5 1 1.5 0
26.Wetland plants in streambed FACW=0.75; OBL= 1.5 Other=0 0
*perennial streams may also be identified using other methods.See p.35 of manual.
Notes:
Sketch:

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET-Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24;the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: Stanley Drive City/County: Concord/Cabarrus Sampling Date: 4/20/21
Applicant/Owner: Mr.Mohammed Idlibi State: NC Sampling Point: WL 3000
Investigator(s): A Sinclair, A Beggarley Section,Township,Range: Kannapolis Quadrangle
Landform(hillside,terrace,etc.): Valley Local relief(concave,convex,none): convex Slope(%): 4
Subregion(LRR or MLRA): LRR P,MLRA 136 Lat: 35.43666 Long:-80.66881 Datum: NAD 83
Soil Map Unit Name: Enon Sandy Loam NWI classification: None
Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.)
Are Vegetation ,Soil ,or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No
Are Vegetation ,Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features,etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that apply) _Surface Soil Cracks(B6)
X Surface Water(Al) _True Aquatic Plants(B14) —Sparsely Vegetated Concave Surface(B8)
X High Water Table(A2) _Hydrogen Sulfide Odor(C1) X Drainage Patterns(B10)
X Saturation(A3) _Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(B16)
_Water Marks(B1) X Presence of Reduced Iron(C4) _Dry-Season Water Table(C2)
_Sediment Deposits(B2) _Recent Iron Reduction in Tilled Soils(C6) X Crayfish Burrows(C8)
X Drift Deposits(B3) _Thin Muck Surface(C7) _Saturation Visible on Aerial Imagery(C9)
_Algal Mat or Crust(B4) _Other(Explain in Remarks) _Stunted or Stressed Plants(D1)
_Iron Deposits(B5) X Geomorphic Position(D2)
_Inundation Visible on Aerial Imagery(B7) _Shallow Aquitard(D3)
X Water-Stained Leaves(B9) _Microtopographic Relief(D4)
Aquatic Fauna(B13) X FAC-Neutral Test(D5)
Field Observations:
Surface Water Present? Yes X No Depth(inches): 0
Water Table Present? Yes X No Depth(inches): 2
Saturation Present? Yes X No Depth(inches): 0 Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

VEGETATION (Four Strata) -Use scientific names of plants. Sampling Point: WL 3000
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet:
1. Acerrubrum 10 Yes FAC Number of Dominant Species
2. Liquidambar styraciflua 5 No FAC That Are OBL,FACW,or FAC: 9 (A)
3. Platanus occidentalis 15 Yes FACW Total Number of Dominant
4. Fraxinus pennsylvanica 5 No FACW Species Across All Strata: 10 (B)
5. Percent of Dominant Species
6. _ That Are OBL,FACW,or FAC: 90.0% (NB)
7. Prevalence Index worksheet:
35 =Total Cover Total%Cover of: Multiply by:
50%of total cover: 18 20%of total cover: 7 OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15 ) FACW species 45 x 2= 90
1. Lindera benzoin 8 Yes FAC FAC species 58 x 3= 174
2. Ligustrum sinense 15 Yes FACU FACU species 20 x 4= 80
3. Sambucus nigra 10 Yes FAC UPL species 0 x 5= 0
4. Column Totals: 123 (A) 344 (B)
5. Prevalence Index =B/A= 2.80
6. Hydrophytic Vegetation Indicators:
7. _1 -Rapid Test for Hydrophytic Vegetation
8. X 2-Dominance Test is>50%
9. X 3-Prevalence Index is 53.0'
33 =Total Cover 4-Morphological Adaptations'(Provide supporting
50%of total cover: 17 20%of total cover: 7 data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 ) _Problematic Hydrophytic Vegetation'(Explain)
1. Juncus effusus 15 Yes FACW 'Indicators of hydric soil and wetland hydrology must be
2. Carex sp. 10 Yes FACW present,unless disturbed or problematic.
3. Microstegium vimineum 15 Yes FAC Definitions of Four Vegetation Strata:
4. Rubus argutus 5 No FACU Tree-Woody plants,excluding vines,3 in.(7.6 cm)or
5. more in diameter at breast height(DBH),regardless of
6. height.
7. Sapling/Shrub-Woody plants,excluding vines,less
8. than 3 in.DBH and greater than or equal to 3.28 ft
9. (1 m)tall.
10. Herb-All herbaceous(non-woody)plants,regardless
11 of size,and woody plants less than 3.28 ft tall.
45 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 23 20%of total cover: 9 height.
Woody Vine Stratum (Plot size: 15 )
1. Smilax rotundifolia 5 Yes FAC
2. Toxicodendron radicans 5 Yes FAC
3.
4.
5.
Hydrophytic
10 =Total Cover Vegetation
50%of total cover: 5 20%of total cover: 2 Present? Yes X No
Remarks:(Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0

SOIL Sampling Point: WL 3000
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks
0-18 7.5YR 5/1 80 7.5YR 5/6 20 C M Loamy/Clayey Prominent redox concentrations
'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
_Histosol(A1) _Polyvalue Below Surface(S8)(MLRA 147,148) _2 cm Muck(A10)(MLRA 147)
Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16)
_Black Histic(A3) _Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147,148)
_Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)
_Stratified Layers(A5) X Depleted Matrix(F3) (MLRA 136,147)
_2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) _Red Parent Material(F21)
_Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147,148)
_Thick Dark Surface(Al2) _Redox Depressions(F8) _Very Shallow Dark Surface(F22)
_Sandy Mucky Mineral(S1) _Iron-Manganese Masses(F12)(LRR N, _Other(Explain in Remarks)
_Sandy Gleyed Matrix(S4) MLRA 136)
_Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3lndicators of hydrophytic vegetation and
_Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present,
Dark Surface(S7) Red Parent Material(F21)(MLRA 127,147,148) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT:
See ERDC/EL TR-07-24;the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: Stanley Drive City/County: Concord/Cabarrus Sampling Date: 4/20/21
Applicant/Owner: Mr.Mohammed Idlibi State: NC Sampling Point: WL 3000
Investigator(s): A Sinclair, A Baggarley Section,Township,Range: Kannapolis Quadrangle
Landform(hillside,terrace,etc.): Floodplain Local relief(concave,convex,none): none Slope(%): 1
Subregion(LRR or MLRA): LRR P,MLRA 136 Lat: 35.43671 Long:-80.66873 Datum: NAD 83
Soil Map Unit Name: EnD NWI classification: None
Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.)
Are Vegetation ,Soil ,or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No
Are Vegetation ,Soil ,or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations,transects, important features,etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required:check all that apply) _Surface Soil Cracks(B6)
Surface Water(A1) _True Aquatic Plants(B14) Sparsely Vegetated Concave Surface(B8)
_High Water Table(A2) _Hydrogen Sulfide Odor(C1) _Drainage Patterns(B10)
_Saturation(A3) Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(B16)
_Water Marks(B1) _Presence of Reduced Iron(C4) _Dry-Season Water Table(C2)
_Sediment Deposits(B2) _Recent Iron Reduction in Tilled Soils(C6) _Crayfish Burrows(C8)
_Drift Deposits(B3) Thin Muck Surface(C7) Saturation Visible on Aerial Imagery(C9)
Algal Mat or Crust(B4) _Other(Explain in Remarks) _Stunted or Stressed Plants(D1)
_Iron Deposits(B5) Geomorphic Position(D2)
_Inundation Visible on Aerial Imagery(B7) Shallow Aquitard(D3)
_Water-Stained Leaves(B9) _Microtopographic Relief(D4)
Aquatic Fauna(B13) FAC-Neutral Test(D5)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No X Depth(inches):
Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

VEGETATION (Four Strata) -Use scientific names of plants. Sampling Point: WL 3000
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet:
1. Acer rubrum 5 No FAC Number of Dominant Species
2. Liriodendron tulipifera 15 Yes FACU That Are OBL,FACW,or FAC: 5 (A)
3. Juniperus virginiana 12 Yes _ FACU Total Number of Dominant
4. Acer rubrum _ 5 No FAC Species Across All Strata: 11 (B)
5. Quercus rubra 15 Yes FACU Percent of Dominant Species
6. That Are OBL,FACW,or FAC: 45.5% (A/B)
7. Prevalence Index worksheet:
52 =Total Cover Total%Cover of: Multiply by:
50%of total cover: 26 20%of total cover: 11 OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15 ) FACW species 5 x 2= 10
1. Lindera benzoin 8 Yes FAC FAC species 39 x 3= 117
2. Ligustrum sinense 8 Yes FACU FACU species 65 x 4= 260
3. UPL species 0 x 5= 0
4. Column Totals: 109 (A) 387 (B)
5. _ Prevalence Index =B/A= 3.55
6. Hydrophytic Vegetation Indicators:
7. _1 -Rapid Test for Hydrophytic Vegetation
8. _2-Dominance Test is>50%
9. _3-Prevalence Index is<_3.0'
16 =Total Cover _4-Morphological Adaptations'(Provide supporting
50%of total cover: 8 20%of total cover: 4 data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 ) _Problematic Hydrophytic Vegetation'(Explain)
1. Fragaria vesca 10 Yes FACU 'Indicators of hydric soil and wetland hydrology must be
2. Rubus argutus 5 Yes FACW present,unless disturbed or problematic.
3. Allium cepa 5 Yes FAC Definitions of Four Vegetation Strata:
4. Tree-Woody plants,excluding vines,3 in.(7.6 cm)or
5. more in diameter at breast height(DBH),regardless of
6. height.
7. Sapling/Shrub-Woody plants,excluding vines,less
8. than 3 in.DBH and greater than or equal to 3.28 ft
9 (1 m)tall.
10. Herb-All herbaceous(non-woody)plants,regardless
11 of size,and woody plants less than 3.28 ft tall.
20 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 10 20%of total cover: 4 height.
Woody Vine Stratum (Plot size: 15 )
1. Smilax rotundifolia 8 Yes FAC
2. Toxicodendron radicans 8 Yes FAC
3. Lonicera japonica 5 Yes FACU
4.
5.
Hydrophytic
21 =Total Cover Vegetation
50%of total cover: 11 20%of total cover: 5 Present? Yes No X
Remarks:(Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0

SOIL Sampling Point: WL 3000
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Type' Loc2 Texture Remarks
0-2 5YR 5/1 100 Loamy/Clayey
2-18 5YR 6/6 100 Loamy/Clayey
'Type: C=Concentration,D=Depletion,RM=Reduced Matrix,MS=Masked Sand Grains. 2Location: PL=Pore Lining,M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
_Histosol(A1) _Polyvalue Below Surface(S8)(MLRA 147,148) _2 cm Muck(A10)(MLRA 147)
_Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147,148) _Coast Prairie Redox(A16)
_Black Histic(A3) _Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147,148)
_Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) _Piedmont Floodplain Soils(F19)
_Stratified Layers(A5) X Depleted Matrix(F3) (MLRA 136,147)
_2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) _Red Parent Material(F21)
_Depleted Below Dark Surface(A11) _Depleted Dark Surface(F7) (outside MLRA 127,147,148)
_Thick Dark Surface(Al2) _Redox Depressions(F8) _Very Shallow Dark Surface(F22)
_Sandy Mucky Mineral(Si) _Iron-Manganese Masses(F12)(LRR N, _Other(Explain in Remarks)
_Sandy Gleyed Matrix(S4) MLRA 136)
_Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122,136) 3lndicators of hydrophytic vegetation and
_Stripped Matrix(S6) _Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present,
Dark Surface(S7) Red Parent Material(F21)(MLRA 127,147,148) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes X No
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0