20211726 Ver 1_401 Application_20211130

a_o / ! ?? z
Preliminary ORM Data Entry Fields for New Actions pact__
SAW— 201 - 202101365 BEGIN DATE [Received Date]:
Prepare file folder ri Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: China Grove Industrial (Hwy 152 E)
2. Work Type: Private Institutional Government Commercial ✓
3. Project Description/Purpose [PCN Form B3d and B3e]:
Industrial development including two buildings, employee parking, trailer parking, truck parking, and
four SCM's
4. Property Owner/Applicant[PCN Form A3 or A4]: SL China Grove LLC / Mr. Holden Sabato
5. Agent/Consultant [PCN Form A5—or ORM Consultant ID Number]: Atlas Environmental, Jennifer Robertson
6. Related Action ID Number(s) [PCN Form B5b]: 2021-01365
7. Project Location-Coordinates,Street Address,and/or Location Description [PCN Form B1b]:
565 NC-152, China Grove, NC 28023 5636-02-76-3113, 5636-02-75-6760, 5636-02-85-8815
35.571178° / -80.555251° 5636-02-65-2566,
8. Project Location-Tax Parcel ID [PCN Form B1a]: 5636-04-53-9571, 5636-04-63-9805, 5636-02-65-0153
9. Project Location—County [PCN Form A2b]: Rowan
10. Project Location—Nearest Municipality or Town [PCN Form A2c]: China Grove
11. Project Information—Nearest Waterbody [PCN Form B2a]: Cold Water Crk, WS-IV, Index #: 13-17-9-4 (0.5)
12.Watershed/8-Digit Hydrologic Unit Code [PCN Form B2c]: Rocky, 03040105
Authorization: Section 10 u Section 404 n Section 10&404 n
Regulatory Action Type: RECEIVED
Standard Permit _ Pre-Application Request
Nationwide Permit# 39 Unauthorized Activity NOV 3 0 2021
Regional General Permit# Compliance
n Jurisdictional Determination Request ❑ No Permit Required
EO-WATER RESOURCES
401 &BUFFER PERMITTING
Revised 20150602

�I&S
VIRONMENTAL
November 11, 2021
US Army Corps of Engineers NC Division of Water Resources
Asheville Regulatory Field Office 401 and Buffer Permitting Unit
Attn: Mr. Chris Hooper Attn: Mr. Paul Wojoski
3331 Heritage Trade Drive, Suite 105 1617 Mail Service Center
Wake Forest, North Carolina 27587 Raleigh, North Carolina 27699-1617
Re: China Grove Industrial —+/- 199.23 acres
565 NC-152 China Grove, NC 28023
Nationwide Permit 39 Application
Corps Action ID: 2021-01365/ DWR Project#: unknown
Chris and Paul:
Atlas Environmental is submitting the enclosed package on behalf of SL China Grove LLC, Mr.
Holden Sabato, for approval of a Nationwide Permit 39 application. There are five (5) streams
and nine (9) wetlands on site. CH 100 has perennial and intermittent reaches. There is 5,209
linear feet of stream (CH 100 - perennial and intermittent, CH 200 - intermittent, CH 300 -
perennial, CH 400 - intermittent, and CH 500 - perennial) on site. There is 0.076 acre of
wetlands (WL 1000, WL 1100, WL 1200, WL 1300, WL 1400, WL 1500, WL 1600, WL 1700,
and WL 4000)within the project boundary. The Corps approved the Jurisdictional
Determination request on September 24, 2021.
The enclosed permit application request is for 256 linear feet of stream (226 linear feet of
permanent impact and 30 linear feet of temporary impact) impacts and 0.055 acre of permanent
wetland impacts in order to facilitate construction of an industrial distribution /warehouse
logistics center(two buildings), truck courts, employee parking, road access around the building,
a sewer line extension, and four storm water SCM's. Permanent impacts to perennial stream
CH 100 of 126 linear feet (0.015 acre and 12.1 cubic yards) and intermittent stream CH 100 of
100 linear feet (0.005 acre and 4.4 cubic yards) are requested to facilitate driveway access into
the property. CH 100 runs parallel to NC-152 for the entire project boundary so crossing this
stream is unavoidable. Temporary impacts to perennial stream CH 500 of 30 linear feet (0.002
acre and 1.6 cubic yards) is requested for construction of a sanitary sewer line. The stream bed
and banks will be restored to pre-existing conditions once construction is complete. Wetland
impacts to WL 1000, WL 1100, WL 1400, WL 1700, and WL 4000 are requested totaling 0.055
acre. Impacts at WL 1000, WL 1100, and WL 4000 are for grading and fill of the building pads
and parking areas. Impacts at WL 1400 and WL 1700 are for the two driveway access points
into the property.
All streams on site are unnamed tributaries to Cold Water Creek which is classified as a "WS-
IV"water by the North Carolina Division of Water Resources.
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
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

mAs
IRONMENTAL
visible from Interstate 85 and in very close proximity to Interstates 77 and 485. The planned
industrial distribution /warehouse buildings logistics park 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. The developer already has very strong interest in the larger building. The
buildings will have specific design features to meet the demand expectations of tenants
interested in this location and ultimately attract high quality tenants that will lease the space over
the long term. 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
Charlotte/Concord/Salisbury urban core, Interstates 85, 77, and 485, Charlotte Intermodal, and
Charlotte Douglas International Airport.
The proposed industrial use of the property is consistent with the City of China Grove's adopted
land use plan. Users of such buildings often require anywhere from 100,000 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. As these fixed costs are spread over a smaller building, the required
rental rates increase to the point that they are above-market, thus making the investment
financially unfeasible. Furthermore, as building sizes decrease, economies of scale for the
physical improvements are lost. Factoring in the economies of scale, the entire development
costs increase by 30%-35%, driving market rents higher than tenants are willing to pay and
making the development financially unviable. In the current market tenants need larger
buildings in order to account for the increase in on-line shopping and quick delivery deadlines.
Stream or wetland mitigation should not be required for project impacts. Stream impacts do not
exceed 0.02 acre and wetland impacts do not exceed 0.10 acre. Enclosed is a copy of the US
Fish and Wildlife Service (FWS) Section 7 comment letter. 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.
Based on the original comment letter received from FWS to ensure that no Helianthus
schweinitzii occurs on site, Atlas staff revisited the project location on August 31, 2021 to
conduct a supplemental site survey. During this most recent field survey for Helianthus
schweinitzii completed on all potentially suitable habitats no sunflowers were observed. This
supplemental survey was completed during the flowering period. No Helianthus schweinitzii is
present at the China Grove Industrial project.
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

e
'K
'' , AS
;: VIRONMENTAL
11.1
Stream Restoration Plan at Temporary Sewer Line Stream Crossing:
Prior to construction photographs will be taken to document the existing stream bed and stream
banks conditions. A temporary culvert will be used to gain access across the stream during
construction of the sewer line extension. The sewer line will be trenched at this location prior to
installation of the temporary culvert. The stream bed material will be side cast and stock-piled
to use during stream restoration. After construction is complete the culvert will be removed.
The pre-existing stream bed elevation will be re-established with the stock-piled bed material.
Once the stream banks are graded to the pre-existing slope, a native seed mix will be used on
the banks. Coir matting will be installed with wooden stakes to ensure long term bank stability.
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,
'2°4 gRatif .
Jennifer L Robertson
irobertsonRatlasenvi.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

of W ATFR
Office Use Only:
Corps action ID no.
•a i i o DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
la. Type(s)of approval sought from the
Corps: Section 404 Permit [' Section 10 Permit
lb. Specify Nationwide Permit(NWP) number:39 or General Permit(GP)number:
lc. Has the NWP or GP number been verified by the Corps? ®Yes ❑ No
ld. 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.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ['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: China Grove Industrial (Hwy 152 E)
2b. County: Rowan
2c. Nearest municipality/town: China Grove
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: SL China Grove LLC
3b. Deed Book and Page No. see the attached recorded deed reports
3c. Responsible Party(for LLC if Mr. Holden Sabato
applicable):
3d. Street address: 195 Morristown Road
3e. City, state,zip: Basking Ridge, NJ 07920
3f. Telephone no.: 973-765-0100 x 4083
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: 0 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
125A075, 125A032, 124037, 12403701, 1250010001,
1a. Property identification no. (tax PIN or parcel ID): 125071,and 125101 (5636-04-53-9571,5636-04-63-
9805, 5636-02-65-0153, 5636-02-65-2566, 5636-02-76-
3113, 5636-02-75-6760, and 5636-02-85-8815)
lb. Site coordinates(in decimal degrees): Latitude:35.571178° Longitude: -80.555251°
1c. Property size: 199.23 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Cold Water Creek
2b. Water Quality Classification of nearest receiving water: WS-IV
2c. River basin: Yadkin Pee Dee, Rocky 03040105
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:three single family residences,agricultural fields, and forested areas/forested,single family, institutional
facility, commercial,and industrial
3b. List the total estimated acreage of all existing wetlands on the property:0.076 acre wetland
3c. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property:5,209'
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 to attract a tenant(s). Both buildings are being
pursued by tenants.
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 four 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 ® Preliminary ❑ Final
of determination was made?
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.
9/24/2021
5. Project History
5a. Have permits or certifications been requested or obtained for ❑Yes ® No El 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
la. 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 0.006
W2 P Fill Seep Yes Corps 0.008
W3 P Fill Seep _ Yes Corps 0.010
W4 P Fill Seep Yes Corps 0.018
W5 P Fill Seep _ Yes Corps 0.013
W6 - Choose one Choose one Yes/No -
2g.Total wetland impacts: 0.055
2h. Comments:The wetlands are medium quality. Impacts to wetlands have been minimized to less than 0.10 acre.
3. Stream Impacts
If there are perennial or intermittent stream impacts(including temporary impacts)proposed on the site,then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number- (PER)or (Corps-404, 10 stream length
Permanent(P)or intermittent DWQ—non-404, width (linear
Temporary(T) (INT)? other) (feet) feet)
S1 P Culvert CH 100 INT Corps 2.2 100(0.005
ac)
S2 P Culvert CH 100 PER Corps 5.2 126(0.015
ac)
S3 T Culvert CH 100 PER Corps 2.9 30(0.002
ac)
S4 - Choose one - -
S5 - Choose one - -
S6 - Choose one - -
226'
permanent
3h.Total stream and tributary impacts: (0.02 ac)
and 30'
temporary
(0.002 ac)
3i.Comments:Stream impacts have been minimized the greatest extent possible while still gaining access to the property.
Permanent impacts to streams do not exceed 0.02 acre.
Page 4 of 10
PCN Form—Version 1.4 January 2009

4. Open Water Impacts I)
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
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
4,983 linear feet of streams will be avoided, impacts are necessary to less than 4.5%of the streams on site mostly in order to
access the site of Hwy 152, 0.021 acre of wetlands will be avoided, impacts are necessary to 72.4%of the wetlands on site,
the wetlands are small seeps located either adjacent to the on site streams or in drainages where there is not direct
hydrological connection to the downstream receiving water
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
numerous steep graded slopes are being used to avoid additioanl stream and wetland impacts, headwalls are being used at
both driveway entrances to avoid additional stream and wetland impacts, both stream and wetland impacts are less than
mitigation thresholds
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): 0 DWQ 0 Corps
❑ Mitigation bank
2c. If yes,which mitigation option will be used for this
project? 0 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: none linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested(DWQ only): none square feet
4e. Riparian wetland mitigation requested: none acres
4f. Non-riparian wetland mitigation requested: none acres
4g. Coastal (tidal)wetland mitigation requested: none acres
4h. Comments:
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 ❑ 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:
Four SCM's(water quality ponds)will be constructed. The plan is being approved locally. Storm runoff from the
buildings and impervious surfaces will be directed to the SCM's. The wet ponds will be constructed with forebays and
littoral shelves.
2e. Who will be responsible for the review of the Stormwater Management Plan? City of China Grove
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of China Grove
® Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply(check all that apply): El USMP
❑Water Supply Watershed
❑Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ®Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ®Yes ❑ No
Page 8 of 10
PCN Form—Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public(federal/state/local)funds or the ❑Yes ® No
use of public(federal/state)land?
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 that will be extended to the project
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 0 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? 0 Yes ® No
8b. If yes,explain how project meets FEMA requirements:
8c.What source(s)did you use to make the floodplain determination?FEMA floodmaps GIS layer,the flooplain extent occurs
on the opposite side of interstate 85 from the project
Jennifer L Robertson ileg4442,•dR01
11/14/2021
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

YlliONMENTAL
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 Quality Program.
China Grove Industrial (Hwy 152 E)
Project Name:
Property Owner of Record: SL China Grove, LLC
Mr. Holden Sabato
Contact Name:
195 Morristown Road
Address:
Basking Ridge, NJ 07920
Address:
Phone/Fax Number: [phone]
[e-mail]
Email Address:
Project Address: 565 NC-152, China Grove, NC 28023
Project Address:
5636-04-53-9571,5636-04-63-9805,5636-02-65-0153,5636-02-65-2566,
Tax PIN: ..-- 636-02-76-3113,5636-02-75-6760,and 5636-02-85-8815
Signature:
Date:
ATLAS Environmental Inc.
338 S.Sharon Amity Road,#411
Charlotte,North Carolina 28211
704-512-1206(o)/828-712-9205(m)
[e-mail]
www.atlasenvi.com

Type: CONSOLIDATED REAL PROPERTY
Recorded:6/30/2021 8:33:50 AM
MAP S/M PAR S/P U/IN L/IN C/C PART INT Fee Amt: $7,400.00 Page 1 of 8
125 101 33 Revenue Tax: $7,374.00
Rowan County Assessor's Office Rowan, NC
J. E. Brindle Register of Deeds
This certifies that there are no delinquent ad valorem real estate taxes,which the BK 1378 PG 501
Rowan County Tax Collector is charged with collecting,that are a lien on:
Property Identification Number 125 101
This is not a certification that the Rowan County Property Identification Number
matches this Deed description.
Tonya Parnell BED 06-30-2021 08:29:37
Rowan Co.Tax Collections Manager Clerk Date/Time
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax:$7,374.00
Parcel Identifier No. 125/101 Verified by County on the day of ,20
By:
NO OPINION ON TITLE IS EXPRESSED OR IMPLIED BY THE PREPARER OF THIS DEED
Mail/Box to:
This instrument was prepared by: Glenn E.Ketner,Jr.,Attorney at Law, P.O.Box 1308,Salisbury,NC 28145-1308
Brief description for the Index: 67.017 acres,N.C.Highway 152
THIS DEED made this o.Is} day of June,2021,by and between
GRANTOR GRANTEE
DOROTHY PATTERSON ALMARAZ(an undivided 75.0% SL CHINA GROVE LLC,a Delaware limited
interest)and husband,ROBERT M.ALMARAZ; liability company
DORIS PATTERSON TILLMAN,individually and as c/o The Silverman Group
Executrix of the Estate of Louise S.Patterson(a/k/a 195 Morristown Road
Mattie Louise Patterson),and husband,JAMES FRANKLIN Basking Ridge,NJ 07920
TILLMAN;ALLEN FORD PATTERSON and wife,
JOYCE DEHAAN PATTERSON;and WILLIAM G.
PATTERSON,JR.and wife,ESTHER BLEVINS
PATTERSON(an undivided 12.5% interest);and
BARBIE PATTERSON(a/k/a BARBARA PATTERSON
BRUNNING),TRUSTEE OF THE DONALD
PATTERSON LIVING TRUST DATED JULY 9, 1999,
AND ANY AMENDMENTS THERETO
See Addendum attached hereto for Mailing Addresses
of the Grantors
Enter in appropriate block for each party: name,address,and,if appropriate,character of entity,e.g.corporation or partnership.
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 of which is hereby acknowledged,has
and by these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated in
NC Bar Association Form No.6© 1977,2002
Printed by AprPPmPnt with the N('Rar A cenriatinn— 1 OR 1 -Phirann Titlp Tnc,,ranra('nrnnan.,
Submitted electronically by "Kensington Vanguard"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Rowan county Register of Deeds.
Book:1378 Page:501 Page 1 of 8

the City of--,China Grove Township,Rowan County,North Carolina and more particularly described as follows:
SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE FOR A COMPLETE
DESCRIPTION OF THE PROPERTY.
All or a portion of the property herein conveyed does not include the primary residence of a Grantor.
The roe hereinabove described was acquired byGrantor byinstrument recorded in Book �f-i�
property rh' 9 page ��
A map showing the above described property is recorded in Plat Book NA page NA
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee,that Grantor has done nothing to impair such title as Grantor received,and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by,under or through Grantor,other than the following
exceptions:
Subject to any and all easements,rights of way,reservations and restrictions of record.
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
a (SEAL) (SEAL)
Dorothy P erson Almaraz Robert M.Almaraz
State of Tennessee-County of S., _,-
1, C j s CD a-en..- ,the undersigned Notary Public of the County and State aforesaid,
certify that Dorothy Patterson Almaraz personally appeared before me this day and acknowledged the due execution of the foregoing
instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this 21 si'day of June,2021.
My Commission Expires —R—
• S�P� Notary Public
NNESSEE
1. -(•p.,R\
S��4NERGJ
State of Tennessee-County of --�
,the undersigned Notary Public of the County and State aforesaid,
certify that Robert M.Almaraz personally a peared before me this day and acknowledged the due execution of the foregoing instrument
for the purposes therein expressed. Witness my hand and Notarial stamp or seal this 24 t flay of June,2021.
My Commission Expires: t t
RCF Notary Public
i6 SOFF
IN NESSEE
TE TAR\
P�
NC Bar Association Form No.6 6117 ''p OJT.
Printed by Agreement with the NC : •soma • 1981—Chicago Title Insurance Company
Book:1378 Page:501 Page 2 of 8

IN WITNESS WHEREOF,the Grantor has duly executed the forego foregoing
as ay and a -st abov,written.
&r-ems ZT� fa `
Doris Patterson Tillman,individually and as Executrix
of the Estate of Louise S.Patterson,a/k/a Mattie
Louise Patterson
d r Jam s Frank m Tillman
State of Maryland-County of Rax 1 i-d--
I, 1)Q5I1 tux A C X Q(Xi'in ,the undersigned Notary Public of the County and State aforesaid,certify that
Doris Patterson Tillman,individually and as Executrix of the Estate of Louise S.Patterson,a/k/a Mattie Louise Patterson personally
appeared before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
Witness my hand and Notarial stamp or seal this 23 day of June,2021.
My Commission Expires: ` 1 a'l ata3
O,m,•IIiiii„ Notary Public
.o` PW N BA)�„
'N(Q5o Massiov ,,1,1,
�OTARy 9m I,
N• -
State of Maryland-County of H ir-ROC&
1, 3)64514 OA11 O i'{3u3n ,the undersigned Notary Public of the County and State aforesaid,
certify that James Franklin Tillman personally appeared before me this day and acknowledged the due execution of the foregoing
instrument for the purposes therein expressed. Witness my hand and Notarial stamp or seal this e2,3 day of June,2021.
My Commission Expires: t\ paw-[ DI0�
a�t��,,,,y�,��� No Public
�,....
i i
41 Vt,
,fro ,bpZ
10 O 'h.FR 2a�?°• 40 4"
NC Bar Association Form No.6© 1977,2002
Printed by Agreement with the NC Bar Association—1981—Chicago Title Insurance Company
Book:1378 Page:501 Page 3 of 8

IN WINE WHEREOF,the Grantor s du xecuted the foregoing as of the day and year t aabove written.
/9/ /4577/ ,6[- 1� ,r5/. �>>� 1��//t" Gt�`°
(SEAL) t / (SEAL)
Allen Ford Patterson by Doris P.Tillman, Joyce DeHaan Patterson by Doris P.Tillman,
his Attorney in Fact her Attorney in Fact
STATE OF m.„ 10.AAA COUNTY OF 1-‘1
I, t O. ACaA3n 1 t Y ,a Notary Public of the aforesaid County and State,certify that Doris P.Tillman,
Attorney in Fact for Allen Ford Patterson,personally appeared before me this day and being by me duly sworn,says that
she executed the foregoing instrument for and in behalf of Allen Ford Patterson,and that her authority to execute and
acknowledge such instrument is contained in an instrument duly executed,acknowledged,and recorded in the Rowan
County Registry,on the 14th day of January,2021,in Book 1365 at page 896,and this instrument was executed under and
by virtue of the authority given by said instrument granting her power of attorney;that the said Doris P.Tillman
acknowledged the due execution of the foregoing instrument for the purposes therein expressed for and in behalf of the
said Allen Ford Patterson.WITNESS my hand and Notarial Seal,this the 0.3 day of June,20 .
My Commission expires: 1
1'a4iv�, 4�` Q �, AN Notary Public j
iv o
=Z 31 fli4::, co. z
sktotQ�O FRO U '�,••
STATE OF t !'V�( COUNTY OF 1-4
I, 3)OA\fir I)mail ,a Notary Public of the aforesaid County and State,certify that Doris P.Tillman,
Attorney in Fact for Joyce DeHaan Patterson,personally appeared before me this day and being by me duly sworn,says
that she executed the foregoing instrument for and in behalf of Joyce DeHaan Patterson,and that her authority to execute
and acknowledge such instrument is contained in an instrument duly executed,acknowledged,and recorded in the Rowan
County Registry,on the 14th day of January,2021,in Book 1365 at page 897,and this instrument was executed under and
by virtue of the authority given by said instrument granting her power of attorney;that the said Doris P.Tillman
acknowledged the due execution of the foregoing instrument for the purposes therein expressed for and in behalf of the
said Joyce DeHaan Patterson.WITNESS my hand and Notarial Seal,this the Q5day of June,2 tim/� Dial_
My Commis ion expires: �����1NAWNJ4h1i '�'�
[1' ' �-E� O3`.. " r•..aMMiss/o�:4Qi'.� o Pu is
MOW
:a NOrgRtzt 2
S- mo
'o A'BUG r
ram,' .,NR24;..•dia O`,�
.,RQ COuN- %``‘.
NC Bar Association Form No.6'6illins b2
Printed by Agreement with the NC Bar Association-1981—Chicago Title Insurance Company
Book:1378 Page:501 Page 4 of 8

JEpm
EREOF eantor has duly execut the foregoing as olf the day and year a t above writn.
17,in (SEAL) �wi1p �✓ (SEAL)
William G.Patterson,Jr.by Doris P.Tillman, Esther Blevins Pat erson by Doris P.Tillman,
his Attorney in Fact her Attorney in Fact
STATE OF Waite ad COUNTY OF 1r6J4 )CL
a.I, Ck to F-•011AA ,a Notary Public of the aforesaid County and State,certify that Doris P.Tillman,
Attorney in Fact for William G.Patterson,Jr. ,personally appeared before me this day and being by me duly sworn,says
that she executed the foregoing instrument for and in behalf of William G.Patterson,Jr.,and that her authority to execute
and acknowledge such instrument is contained in an instrument duly executed,acknowledged,and recorded in the Rowan
County Registry,on the 14th day of January,2021,in Book 1365 at page 895,and this instrument was executed under and
by virtue of the authority given by said instrument granting her power of attorney;that the said Doris P.Tillman
acknowledged the due execution of the foregoing instrument for the purposes therein expressed for and in behalf of the
said William G. Patterson,Jr.
WITNESS my hand and Notarial Seal,this the d3 day of June,2 1.
My Commis ion ex Tres: 414,, 1,,
� �'�t�i, '�p3 • yGpldMlSSipye`A��i 4111AWCI2PIITYL-
Notary Public
4. NOT,� Z
9
-•> •
.• A '4" Al
(le IC :
e 2
lSts
46
a.•...b••'• •d
*PoCOUN
solf Ito
STATE OF COUNTY OF I1rL
I, Q FYI ,a Notary Public of the aforesaid County and State,certify that Doris P.Tillman,
Attorney in Fact for Esther Blevins Patterson,personally appeared before me this day and being by me duly sworn,says
that she executed the foregoing instrument for and in behalf of Esther Blevins Patterson,and that her authority to execute
and acknowledge such instrument is contained in an instrument duly executed,acknowledged,and recorded in the Rowan
County Registry,on the 14th day of January,2021,in Book 1365 at page 898,and this instrument was executed under and
by virtue of the authority given by said instrument granting her power of attorney;that the said Doris P.Tillman
acknowledged the due execution of the foregoing instrument for the purposes therein expressed for and in behalf of the
said Esther Blevins Patterson.
WITNESS my hand and Notarial Seal,this the a's day of June, 1.
���ltittlN�I
_.$4 ixSNAWA/.,,e V ^mil
M ommi ion ex fires: ��. O ••M;••• .Q
a�c a 3 : •`i°oM �i�ti.••p�y�� otary Public
NOTq
`QJ. �: =
:z q co:
�?
e 1: CIC
44/0)40 BFR 24 20Z'?: ��
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1110
NC Bar Association Form No.6© 1977,2002
Printed by Agreement with the NC Bar Association—1981 —Chicago Title Insurance Company
Book: 1378 Page:501 Page 5 of 8

IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
(SEAL)
B ie Patterson(a/ Barbara Patterson Brunning),Trustee of the
D ald Patterson Living Trust dated July 9,1999,and any amendments
th reto
State of Georgia-County of Eamia
7�
I, 1hkt' Di I I I.
t�i O( ,the undersigned Notary Public of the County and State aforesaid,
certify that Barbie Pattersoh(a/k/a Barbfira Patterson Brunning),Trustee of the Donald Patterson Living Trust dated July 9,1999,and
any amendments thereto,personally appeared before me this day and acknowledged the ie execution of the foregoing instrument for
the purposes therein expressed. Witness my hand and Notarial stamp or seal this Y day of June,2021.
Ashby DNN�
NOTARY PUBLIC
My C L "Difttcwi .
..;
, pir •
cOuadY«53mit
�,,. ��:�. My Commission
February
Notary Publi
NC Bar Association Form No.6©1977,2002
Printed by Agreement with the NC Bar Association—1981—Chicago Title Insurance Company
Book:1378 Page:501 Page 6 of 8

ADDENDUM
•
GRANTOR MAILING ADDRESSES
Dorothy Patterson Almaraz and husband, Robert M. Almaraz
183 Spy Glass Way
Hendersonville, TN 37075
Doris Patterson Tillman and husband, James Franklin Tillman
1408 Strathmore Drive
Bel Air, MD 21015
Allen Ford Patterson and wife, Joyce DeHaan Patterson
1504 Rockwood Downs Drive
Wendell, NC 27591
William G. Patterson, Jr. and wife, Esther Blevins Patterson
301 Forsyth Lane
New Bern, NC 28560
Barbie Patterson, Trustee of the Donald Patterson Living Trust dated July 9, 1999, and any amendments
thereto
do David M. Messer
Attorney at Law
Briskin, Cross& Sanford, LLC
33 S. Main Street, Suite 300
Alpharetta, GA 30009
NC Bar Association Form No.6© 1977,2002
Printed by Agreement with the NC Bar Association—1981 —Chicago Title Insurance Company
Book:1378 Page:501 Page 7 of 8

EXHIBIT A
DESCRIPTION OF PROPERTY:
BEGINNING at a point within the right of way of N.C. HWY 152, said point being a common corner of
Marsha K. Carter(now or formerly,Deed Book 573,page 875) and Hitachi Metals,NC LTD. (now or
formerly,Deed Book 652,page 617), and said point also being South 80 deg. 00 min. 21 sec. East 1508.12
feet from N.C.G.S. Monument"SIXTY-EIGHT"(said monument having coordinates of North=
666,839.3717 feet and East= 1,536,672.8518 feet),and running thence from said point of beginning with the
line of Hitachi Metals,NC LTD. (now or formerly)and within the right of way of N.C. HWY 152, eight(8)
lines as follows: (1) South 80 deg. 26 min. 54 sec. East 435.30 feet to a point; (2) South 77 deg. 02 min. 09
sec. East 108.01 feet to a point; (3) South 75 deg. 23 min. 46 sec. East 101.76 feet to a point; (4) South 72
deg. 36 min. 15 sec. East 104.45 feet to a point; (5) South 71 deg. 43 min. 33 sec. East 105.03 feet to a
point; (6) South 71 deg. 04 min. 22 sec. East 84.44 feet to a point; (7) South 68 deg. 42 min. 32 sec. East
16.41 feet to a point, corner of Hitachi Metals,NC LTD. (now or formerly, Deed Book 652,page 617); and
(8)North 20 deg. 51 min. 57 sec. East 29.85 feet to an existing iron in the line of Hitachi Metals,NC LTD.
(now or formerly, Deed Book 652,page 617); thence continuing with the line of Hitachi Metals,NC LTD.
(now or formerly)North 20 deg. 51 min. 57 sec. East 53.70 feet to a new iron, corner of William G.
Patterson(now or formerly, Deed Book 600,page 437); thence with the line of William G. Patterson(now
or formerly), and a portion of the line of Ralph L. Martin(now or formerly, Deed Book 589,page 531) South
56 deg. 57 min. 09 sec. East 569.73 feet to a new iron in the line of Martin(now or formerly); thence South
6 deg. 50 min. 56 sec. West 47.98 feet to an existing iron, a corner of Donald T. Moore(now or formerly,
Deed Book 544,page 163); thence with the line of Donald T. Moore (now or formerly) South 6 deg. 50 min.
56 sec. West(passing an existing iron at 335.46 feet)a total distance of 826.31 feet to an existing iron,
corner of Edith William Washam(now or formerly), said iron being North 86 deg. 30 min. 11 sec. West
14.26 feet from an existing iron which is the corner of Sean P. Dennis(now or formerly,Book 895,page
276); thence two (2) lines with Washam(now or formerly)as follows: (1)North 87 deg. 57 min. 35 sec.
West 1368.98 feet to an existing iron; and(2) South 3 deg. 58 min. 40 sec. West 508.57 feet to a new iron,
in the line of Robert W. Ruggles (now or formerly, Book 691,page 34), said iron being North 3 deg. 58 min.
40 sec. East 7.20 feet from an existing nail in a cedar stump, and said iron also being North 88 deg. 53 min.
38 sec. West 198.83 feet from an existing iron, corner of Harry L. Propst(now or formerly, Deed Book 577,
page 490); thence with the line of Ruggles (now or formerly)North 88 deg. 53 min. 38 sec. West 583.50
feet to an existing iron, corner of Dayvault Family Limited Partnership(now or formerly, Book 892,page
135); thence with the line of Dayvault Family Limited Partnership(now or formerly)North 88 deg. 15 min.
20 sec. West 972.48 feet to an existing iron, corner of Jeffrey B. Ketner, et al (now or formerly, Deed Book
592, page 396); thence with the line of Jeffrey B. Ketner, et al (now or formerly) North 1 deg. 59 min. 59
sec. East 966.90 feet to a new iron, corner of Marsha K. Carter(now or formerly, Deed Book 573,page 875);
thence two (2) lines with Marsha K. Carter(now or formerly)as follows: (1) South 83 deg. 29 min. 36 sec.
East 379.50 feet to an existing iron; and(2) South 73 deg. 28 min. 56 Sec. East 598.88 feet to an existing
iron, corner of James L. Carter(now or formerly, Deed Book 553,page 140); thence with the line of James
L. Carter(now or formerly) South 73 deg. 28 min. 02 sec. East 299.97 feet to an existing iron,corner of
Marsha K. Carter(now or formerly, Deed Book 573,page 875); thence with the line of Marsha K. Carter
(now or formerly)two (2) lines as follows: (1) South 73 deg. 27 min. 26 sec. East 287.43 feet to an existing
iron; and(2)North 3 deg. 58 min. 40 sec. East(passing a new iron at an 8 inch oak tree at 1105 feet)a total
distance of 1155 feet to the BEGINNING,containing 67.017 acres, as shown on plat of survey by
Shulenburger Surveying Company dated July 17,2002, revised July 25, 2002, and further revised July 30,
2002.
NC Bar Association Form No.6© 1977,2002
Printed by Agreement with the NC Bar Association— 1981 —Chicago Title Insurance Company
Book: 1378 Page:501 Page 8 of 8

Type: CONSOLIDATED REAL PROPERTY
Recorded:6/30/2021 3:46:00 PM
Fee Amt: $7,526.00 Page 1 of 5
See Addendum Revenue Tax: $7,500.00
Rowan, NC
J.E. Brindle Register of Deeds
This certifies that there are no delinquent ad valorem real estate taxes,which the BK 1378 PG 571
Rowan County Tax Collector is charged with collecting,that are a lien on:
Property Identification Number See Addendum
This is not a certification that the Rowan County Property Identification Number
matches this Deed description.
Tonya Parnell BED 06-30-2021 03:40:42
Rowan Co.Tax Collections Manager Clerk Date/Time
Excise Tax S7500.00 I Recording Time,Book and Page
Tax Lot No./Parcel Identifier No. 125 001, 124 037 and 124 03701
Verified by County on the day of ,20
by
Mail after recording to James L.Carter,Jr., 129 N.Main St.,Salisbury,NC 28144
This instrument was prepared by;James L.Carter,Jr.,a licensed North Carolina attorney. No opinion on title is expressed or implied by
the preparer of this Deed.No closing transaction took place in the law office of Adkins Carter PA.
Brief Description for the index NC HWY 152 and 1-85
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made June , ,2021,b and between
GRANTOR GRANTEE
James L.Carter and wife,Marsha Lee Carter aka Marsha SL China Grove,LLC
Ketner Carter Address:
3345 Phaniel Church Rd.
Rockwell,NC 28138 195 Morristown Rd.
Basking Ridge,NJ 07920
Jeffrey B.Ketner and wife,Jeannette M.Ketner
711 Club Dr.
Salisbury,NC 28144
Betty Ketner Scruggs and husband,George C.Scruggs
4618 Carlton Crossing Dr.
Durham,NC 27713
Enter in appropriate block for each party:name,address,and, if appropriate,character of entity,e.g.,corporation or partnership.
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.
submitted electronically by "Kensington vanguard"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Rowan County Register of Deeds.
Book: 1378 Page:571 Page 1 of 5

WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has and
by these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated in the City
of , Township,Rowan County,North Carolina and more particularly described as follows:
See attached Exhibit"A"for a complete metes and bounds description, incorporated herein by reference
The property was not a primary residence of the Grantor.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1241,Page 829.
A map showing the above described property is recorded in , .
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Subject to Restrictions,Easements and Covenants of record,if any.
2. Subject to 2021 ad valorem taxes which were pro-rated at closing.
3. Subject to matters of survey,if any.
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,or if corporate,has caused this instrument to be signed in its
corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors,the day and year
first above written.
(Corporate Name) F� (SEAL)
,Ja es L. arter
By:
1C1W\-eL3 e—o t ) (SEAL)
President Marsha Lee Carter
ATTEST:
JHAVV/ l e'I-Q' (SEAL)
Marsha Ketner Carter
Secretary(Corporate Seal) �'G (SEAL)
J ey B er
SEAL)
Jeanttte M.Ketner hI76//1/ .) (SEAL)
Betty Kiner Scruggs
s� C� 5 Gr---���t�r'�- (SEAL)
George Scruggs /9
Book: 1378 Page:571 Page 2 of 5

\\`1111111111I111�,,,,,'
cd K. 4-
&xO T A 1 '/�'
'�.4- �Nt)RTH CAROLINA,Rowan County.
',Zile undersigned,a Notary Public of the County and State aforesaid,certify that James L.Carter and
SEAL-STrp
G Marsha Lee Carter,aka Marsha Ketner Carter,Jeffrey B. Ketner and Jeannette M.Ketner and
%gyp 0 B 1.� Cj . etty Ketner Scruggs and George C. Scruggs Grantors, personally appeared before me this day and
:14/ , acknowledged the execution of the foregoing instrument.Witness my hand and official stamp or seal,this
LOU" ;\\ /a11/Pl.
''''- 1��
My commission expires: q /RS1/kE °JINN. 1/. 4 Notary Public
Book:1378 Page:571 Page 3 of 5

EXHIBIT A
TRACT ONE:
BEGINNING at a point in the center of Rockwell Road, about North 83 degrees West, 50 feet
from the original northeast corner of the Don Bare property, and runs thence along the west
margin of a new road, South 01 degree West, 17.50 chains to a stake, a new corner;thence a new
line North 72 degrees West, 1,167.70 feet to a pipe, a new corner;thence a new line North 83
degrees West, 5.75 chains to a stake, a new corner; thence along the original Don Bare Line,
North 1 degree East, 15.20 chains to a stake in the center of the Rockwell Road; thence with the
center of said road about South 83 degrees East, 1,500 feet to the point of BEGINNING,
containig 35 1/2 acres, more or less.
Less and except that portion of the above property which was conveyed to E.W. Ridenhour and
wife, 011ie E. Ridenhour, by deed dated June 11, 1956; that portion conveyed to James L. Carter
and wife,Marsha Lee Carter,by deeds dated August 30, 1972, and September 5, 1972; and that
portion conveyed to State Highway Commission by Consent Judgment filed in the Office of the
Clerk of Superior Court of Rowan County,North Carolina on December 2, 1970, and recorded in
Book 545, Page 940, in the Office of the Rowan County Register of Deeds.
TRACT TWO:
BEGINNING at a point, the southwest corner of James Ray Patterson(Deed Book 336,Page
122, Rowan County Registry)in line of Jack A. Dayvault and running; thence with Dayvault's
line and the line of C.A.B. Kimball in a westerly direction, 910 feet, more or less to a point in the
eastern margin of the right of way of Interstate Highway 85;thence with the easterly margin of
said right of way in a northeasterly direction 2,000 feet, more or less, to the Ketner line;thence
with the Ketner line and the line of James Ray Patterson in a southerly direction 1,500 feet, more
or less,to the point of Beginning, containing 15.7 acres, more or less, and being all of the
property of Edgar Wertz Ridenhour lying on the southeastern side of Interstate Highway 85 and
being a portion of that property described in deeds recorded in Deed Book 402, Page 99 and
Deed Book 231,Page 33, Rowan County Registry.
Book: 1378 Page:571 Page 4 of 5

Tract/Lot_l_ Parcel ID MAP S/M PAR S/P U/IN L/IN C/C PART INT
125 001 00 01 33
Rowan County Assessor's Office
Tract/Loth— Parcel ID MAP S/M PAR S/P U/IN L/IN C/C PART INT
124 037 3. 3 _
Rowan County Assessor's Office
Tract/Lott Parcel ID MAP S/M PAR S/P U/IN L/IN C/C PART INT
124 037 01 33
Rowan County Assessor's Office
Book: 1378 Page:571 Page 5 of 5

Type: CONSOLIDATED REAL PROPERTY
MAP S/M PAR S/P U/IN L/IN C/C PART INT Recorded:6/30/2021 3:46:21 PM
125 071 33 Fee Amt: $438.00 Page 1 of 3
Rowan County Assessor's Office Revenue Tax: $412.00
Rowan, NC
J. E. Brindle Register of Deeds
This certifies that there are no delinquent ad valorem real estate taxes,which the Rowan County Tax Collector is charged with collecting,that are a lien on: BK 1378 378 PG 572
Property Identification Number 125 071
This is not a certification that the Rowan County Property Identification Number
matches this Deed description.
Tonya Parnell BED 06-30-2021 03:42:03
Rowan Co.Tax Collections Manager Clerk Date/Time
Excise Tax S412.00 Recording Time,Book and Page
Tax Lot No./Parcel Identifier No. 125 071
Verified by County on the_day of ,20
by
Mail after recording to James L.Carter,Jr., 129 N.Main St.,Salisbury,NC 28144
This instrument was prepared by;James L. Carter,Jr.,a licensed North Carolina attorney. No opinion on title is expressed or implied by
the preparer of this Deed.No closing transaction took place in the law office of Adkins Carter PA.
Brief Description for the index 2.07 acres.Off of NC HWY 152
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made June, ,2021,by and between
GRANTOR GRANTEE
James L.Carter and wife,Marsha Lee Carter aka Marsha SL China Grove,LLC
Ketner Carter Address:
3345 Phaniel Church Rd. 195 Morristown Rd.
Rockwell,NC 28138
Basking Ridge,NJ 07920
Enter in appropriate block for each party:name,address,and,if appropriate,character of entity,e.g.,corporation or partnership.
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 of which is hereby acknowledged,has and
by these presents does grant,bargain,sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated in the City
of , Township,Rowan County,North Carolina and more particularly described as follows:
See attached Exhibit"A"for a complete metes and bounds description,incorporated herein by reference
The property was a primary residence of the Grantor.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 553,Page 470.
Submitted electronically by "Kensington Vanguard"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Rowan County Register of Deeds.
Book:1378 Page:572 Page 1 of 3

A map showing the above described property is recorded in , .
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Subject to Restrictions,Easements and Covenants of record,if any.
2. Subject to 2021 ad valorem taxes which were pro-rated at closing.
3. Subject to matters of survey,if any.
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,or if corporate,has caused this instrument to be signed in its
corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors,the day and year
first above written.
,
(Corporate Name) ` (SEAL)
Ja .Carter
By:
e" .7 CC rZ (SEAL)
President Marsha Lee Carter
ATTEST:
Y\� Q.111.)0 Ct) . 4 '/L_, (SEAL)
Marsha Ketner Ca er
Secretary(CorwateiSI (SEAL)
\‘�Y K. jF
ti
� �O Tq� �2)!
NORTH CAROLINA,Rowan County.
SEALsyST�O► G I,thl undersigned.a Notary Public of the County and State aforesaid,certify that James L.Carter and
B L� �Maisha Lee Carter, aka Marsha Ketner Carter, Grantors, personally appeared before me this day
akt`a acknowledged the execution of the foregoing instrument.Witness my hand and official stamp or seal,
COUN�;�.0t is jl.`�''(/bz!
My commission expires: JAL/2oW 4 f'S• Notary Public
Book: 1378 Page:572 Page 2 of 3

EXHIBIT A
LYING and being about two miles east of China Grove,and being more particularly described as
follows:
BEGINNING at an iron pipe in the northern margin of James Ray Patterson's property,said iron
pipe being 287.65 feet North 74 degrees West from the common corner of Ketner's large tract
(the same being Ketner's southern corner)and the corner of James Ray Patterson,and runs
thence with Patteron's line North 74 degrees West, 300 feet to an iron pipe a new corner with
Ketner;thence a new line North 16 degrees East 300 feet to an iron in the southwestern margin
of a sand gravel drive;thence a new line South 74 degrees East, 300 feet to an iron pipe on
Patterson's line;thence with Patterson's line, South 16 degrees West, 300 feet to the point of
BEGINNING,containing 2.07 acres,more or less.
TOGETHER with the perpetual right of ingress,egress and regress over an existing 40 foot sand
and gravel drive from the above described property to N.C. Highway 152.
Less and except the parcel deeded to the North Carolina Department of Transportation at Book
1291,Page 613.
Book:1378 Page:572 Page 3 of 3

Type: CONSOLIDATED REAL PROPERTY
Recorded:6/30/2021 8:34:45 AM
MAP S/M PAR S/P U/IN L/IN C/C PART INT Fee Amt: $3,006.00 Page 1 of 5
125 A 032 33 Revenue Tax: $2,980.00
Rowan County Assessor's Office Rowan, NC
J. E. Brindle Register of Deeds
This certifies that there are no delinquent ad valorem real estate taxes,which the BK 1378 PG 502
Rowan County Tax Collector is charged with collecting,that are a lien on:
Property Identification Number 125a032
This is not a certification that the Rowan County Property Identification Number
matches this Deed description.
Tonya Parnell BED 06-30-2021 08:32:5.7
Rowan Co.Tax Collections Manager Clerk Date/Time
Excise Tax $2980.00 I Recording Time,Book and Page
Tax Lot No./Parcel Identifier No. 125A032
Verified by County on the day of ,20
by
Mail after recording to James L.Carter.Jr., 129 N.Main St.,Salisbury,NC 28144
This instrument was prepared by;James L.Carter,Jr.,a licensed North Carolina attorney. No opinion on title is expressed or implied by
the preparer of this Deed.No closing transaction took place in the law office of Adkins Carter PA.
Brief Description for the index off NC HWY 152 and I-85
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made June ,2021,by and between
GRANTOR GRANTEE
Sharon Jan Dayvault Smith and husband,Harorld L.Smith SL China Grove,LLC
8484 Cottonwood Trail Address:
Concord,NC 28027 195 Morristown Rd.
Sharon Jan Dayvault Smith,Agent for Kay Dayvault Basking Ridge,NJ 07920
Ormand
PO Box 8
Linville Falls,NC 28647
John Ormand,Jr.,husband of Kay Dayvault Ormand
PO Box 8
Linville Falls,NC 28647
Enter in appropriate block for each party:name,address,and,if appropriate,character of entity,e.g.,corporation or partnership.
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.
submitted electronically by "Kensington vanguard"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Rowan County Register of Deeds.
Book: 1378 Page:502 Page 1 of 5

WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee,the receipt of which is hereby acknowledged,has and
by these presents does, t,bargain,sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated in the City
of eh Ind ' ! Township,Rowan County,North Carolina and more particularly described as follows:
See attached Exhibit"A"for a complete metes and bounds description, incorporated herein by reference
The property was not a primary residence of the Grantor.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1230,Page 762.
A map showing the above described property is recorded in Book of Maps 9995,Page 594.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple, has the right to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Subject to Restrictions,Easements and Covenants of record,if any.
2. Subject to 2021 ad valorem taxes which were pro-rated at closing.
3. Subject to matters of survey,if any.
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,or if corporate,has caused this instrument to be signed in its
corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors,the day and year
first above written.
(Corporate Name) �j /UGC GZ1 ' G _h -( Lt`' 1L)
Sharon Jan Dayault Smith
By:
�i44-AV (SEAL)
President Harold L.Smith
C �,cLLa
xll�� { ACiC ii l
ATTEST: cad I l�L'I n
C ISM, cttk," DL7'ACZA-A (SEAL)
Sharon Jan Dayvault Smith,Agent for Kay Dayvault
Ormand
Secretary(Corporate Seal) '
C ,g .4404
a (SEAL)
John Ormand, r.
(SEAL)
(SEAL)
(SEAL)
Book:1378 Page:502 Page 2 of 5

````011111111111,,,,/,'/i
�OT4� 'f%2'
N
13 G NORTH CAROLINA,Rowan County.
B L.\C' I,the undersigned,a Notary Public of the County and State aforesaid,certify that Sharon Jan Dayvault
-STAMP G
Smith and Harold L.Smith Grantors, personallyappeared before me this dayand acknowledged the
'',,,,,COUNT(, PP
'i,„1l1tt110 execution of the foregoing instrument.Witness my handd and official st p orseal,this 6 /.`µ/ 1.
My commission expires: q /wi`. -J Lii./1/t3 Notary Public
.�`,``k�RY K. NORTH CAROLINA,Rowan County.
'\`5E STA I, the undersigned, a Notaiy Public of the County and State aforesaid, certify that John Ormand,Jr.,
'Q� _ Grantor, personally appeared before me this day and acknowledged the execution of the foregoing
instrument.Witness my hand and official stamp or seal,this kJ23/LI.
��O�'9 CAB L G My commission expires: q / / �/ny, f'S. Notary Public
Q
'.''ii„'COUtN- 1' \,�,
Book:1378 Page:502 Page 3 of 5

NORTH CAROLINA
ROWAN COUNTY
I, —re-,rr Y K, �en 1.n 6 , a Notary Public for said County and
State, do hereby certify that Sharon Jan Dayvault Smith, attorney in fact for Kay
Dayvault Ormand,personally appeared before me this day,and being by me duly sworn,
says that she executed the foregoing and annexed instrument for and in behalf of the said
Kay Dayvault Ormand, and that her authority to execute and acknowledge said
instrument is contained in an instrument duly executed, acknowledged, and recorded in
the office of the Register of Deeds in the County of Rowan, State of North Carolina, in
Deed Book 1376 Page 503 on the 3rd day of June, 2021, and that this instrument was
executed under and by virtue of the authority given by said instrument granting her power
of attorney.
I do further certify that the said Sharon Jan Dayvault Smith acknowledged the due
execution of the foregoing and annexed instrument for the purposes therein expressed for
and in behalf of the said Kay Dayvault Ormand.
Witnespw phan4,pnd official seal,this the 2' day of June,2021.
K. iri
�OTARJ- `^ f 0
Notary Public 0
,o CG
�o C/BL\
%441 COUNT,.•`\s\iiiittlitioow-
My commission expires: qk 9'
•
Book:1378 Page:502 Page 4 of 5

EXHIBIT A
LYING and being about two miles east of China Grove,on the north side of Lentz Road,and
being more particularly described as follows:
Lot Nos. 149, 150, 151, 152, 153, 154, 155,261,262 and 263 as shown on the map of the
subdivision of the George H. Lentz Estate Property,dated March 25, 1948, by P.M. Carter,L.S.,
and recorded in Map Book 9995,Page 594 in the Office of the Register of Deeds for Rowan
County,NC.
Book:1378 Page:502 Page 5 of 5

Type: CONSOLIDATED REAL PROPERTY
Recorded:6/30/2021 8:29:06 AM
MAP S/M PAR S/P U/IN L/IN C/C PART_I INT
Fee Amt: $2,686.00 Page 1 of 4
Revenue Tax: $2,660.00
125 A 075 33 Rowan, NC
Rowan County Assessor's Office J. E. Brindle Register of Deeds
This certifies that there are no delinquent ad valorem real estate taxes,which the BK 1378 PG 498
Rowan County Tax Collector is charged with collecting,that are a lien on:
Property Identification Number 125h075
This is not a certification that the Rowan County Property Identification Number
matches this Deed description.
Tonya Parnell BED 06-30-2021 08:26:05
Rowan Co.Tax Collections Manager Clerk Date/Time
Excise Tax $2660.00 I Recording Time,Book and Page
Tax Lot No./Parcel Identifier No. 125A075
Verified by County on the day of ,20
by
Mail after recording to James L.Carter,Jr.. 129 N.Main St..Salisbury,NC 28144
This instrument was prepared by;James L.Carter,Jr.,a licensed North Carolina attorney. No opinion on title is expressed or implied by
the preparer of this Deed.No closing transaction took place in the law office of Adkins Carter PA.
Brief Description for the index Off NC HWY 152 and 1-85
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made June24,2021,by and between
GRANTOR GRANTEE
Elaine Kimball Porter and husband,Barry Glenn Porter SL China Grove,LLC
1609 Morningside Ct. Address:
Kannapolis,NC 28081 195 Morristown Rd.
Donald W.Kimball,single Basking Ridge,NJ 07920
8643 Unity Church Rd.
Mooresville,NC 28115
Enter in appropriate block for each party:name,address,and,if appropriate,character of entity,e.g.,corporation or partnership.
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 of which is hereby acknowledged,has and
by these presents does t,bargain,sell and convey unto the Grantee in fee simple,all that certain lot or parcel of land situated in the City
of th r•tLt i ' Township,Rowan County,North Carolina and more particularly described as follows:
See attached Exhibit"A"for a complete metes and bounds description, incorporated herein by reference
The property was not a primary residence of the Grantor.
Submitted electronically by "Kensington Vanguard"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Rowan County Register of Deeds.
Book:1378 Page:498 Page 1 of 4

The property hereinabove described was acquired by Grantor by instrument recorded in Book 1136,Page 551.
A map showing the above described property is recorded in Book of Maps 9995,Page 594.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee,that Grantor is seized of the premises in fee simple,has the right to convey the same in fee
simple,that title is marketable and free and clear of all encumbrances,and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Subject to Restrictions,Easements and Covenants of record,if any.
2. Subject to 2021 ad valorem taxes which were pro-rated at closing.
3. Subject to matters of survey,if any.
IN WITNESS WHEREOF,the Grantor has hereunto set his hand and seal,or if corporate,has caused this instrument to be signed in its
corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors,the day and year
first above written.
(Corporate Name) ' ,�L L� � '��t (SEAL)
Elaine Kimball Porter
By:
1311c
14^
1` 1 SEAL
� (SEAL)
President Barr}#z�nn ort� ���
ATTEST:
C �f (SEAL)
Donald imball
Secretary(Corporate Seal) (SEAL)
(SEAL)
(SEAL)
(SEAL)
Book: 1378 Page:498 Page 2 of 4

\�' „K. '14,�ri'
z- k/ OTAR ti�--';
�" s NORTH CAROLINA,Rowan County.
SEAL-STAM8 I, the undersigned. a Notary Public of the County and State aforesaid, certify that Elaine Kimball
Porter, Barry Glenn Porter, and Donald Kimball, Grantors, personally appeared before me this day
" ' g\- �V ? and acknowledged the execution of the foregoing instrument.Witness my hand and official stamp or seal,
' O this to / !I21 .
```,jn i u l nti o\°
My commission expires: q / /.2 o. Notary Public
Book:1378 Page:498 Page 3 of 4

EXHIBIT A
ALL that certain tract or parcel of land lying and being in the County of Rowan and State of
North Carolina, in China Grove Township, and more particularly described as follows:
Lot Nos. 139, 140, 141, 142, 143, 144, 145, 146, 147, 148,267,266, 265 and 264 as shown on
the map of the subdivision of George H. Lentz Estate Property dated March 25, 1948 by P.M.
Carter,L.S.,and recorded in Map Book 9995,Page 594 in the Office of the Register of Deeds
for Rowan County,NC.
Book:1378 Page:498 Page 4 of 4

/
THE COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY Stream Impact(Permanent) --T ` Z5 i
MARKED PRIOR TO ANY GRADING AND MUST BE Stream CH 100(Perennial) 1 \ , ��
MAINTAINED ON SITE UNTIL FINAL GRADING IS COMPLETED. S2=126'.0.015 acre,12.1 'lb-,- r
O; IIII
Drrv'ewayGrossing 's - ` _ _` � r v4R,E TN.C.pLy1,752
Wetland impact(Pe anent) NC
a1oM PU91 Wetland WI.1400 �.
be
W3=0.010 acre,
— Ill ow, - Dnoeway Crossing Wetland Impact(Permanent) ��
�z j ``�C I��' Wind WL 1700 i
W1 0.006 acre
,e\ - ,� - %-:5. 7\ �� _ ` 'C.,-- --—_DUv ay Crossing
Wetland Impact(Permanent) .�, I�i `! - , r � '%�' ;��� ii
i
if lPROPOSED ,
n it
Spy /4/'1 1 � I ill��/, (fel
/l i airs o I ;Ittli ... .�..... sr g
Wetland Impact(Permanent) `//1 / \ I \ I _ - -- . ,, '
WetlarW WL1000 �� /w / A � � � {� '/, 1' ,
WS= 13 acre /JO
� !'/ y 1 � ii _ ---- ------ �I�� —Fill Slo 1 '�', ������ ( Wetland Impact(Permanent) p (Permanent) _ _ +. .*.
'/ ,,,i A��i �� �� Wetland WL 4000 Stream Impact Permanent ���,w.w..,
� ( ( ' Stream Im act Permanent)(Intermittent)/1/4
' ' 1 ' W2.0acreS1=100'. rossi acre.4.47^ �/, f.' /(� I'(�I,`+` I��I Building Pad cubic yards e."b' j go
:K, ' ��� • !' / ` , Al A 4:'I Driveway Crossing .4"444 4.4 q
�4 va0,0st 0 1�_��i//////1!/////� 2 P
/ ��/ BUDDING 796.0r r--_ sr/ssrssrfs t__ --Ft
- - r.. ... ., ..
( ii ''' ri: '4`4414="ZiTiTAVT.IT4'.4"4
�% %'��i �/ it I " :`�
/ ' /It
r'/ '�' l/ 0,50 L ;I '�/ _ l I Stream Impact Tempor.ry)
G�/1 /i i Stream CH SOQ ...L. .
I; i/ (���/�� I Subic yards
0.002 acre,tr>a . . ....`,1141=�
_ fir44110
/ cubic yards
1 pie Y - Sewer Crossin. ® ...,w�....w...,..e.....�.
s i di_1(6,r / 4 / ,
;.% itir
d � • Hilill
iir:
em u: �" /4 _ta /
Nite
MA.CM
J
,1 / ��� .. ,. - .a ..
11 R
1 11
I3 .�..�..0,4.., r. ...,.r..._.,..,_�..... ,. ...� =, .r ��.��, 15 a.w. C3.0

Z\ _ air R P /.
w �l
rI , VAR,EAS�N.C. Hi.. Wetland Impact (Pe manent)
E Y 1S2 Wetland WL 1400
, - U�'�-� ��_�. R W3 = 0.010 acre
1� �,z -,- _ �- DrivewayCrossirt
IT - "'i��� - _� � \ g Wetland Impact (Permanent)
AST � Wetland WL 1700
`=--- re x ---- .- W 1 = 0.006 acre
3\ �
- - Driveway Crossing
ll
,t,1AP
1 APE � - _
r ) r — � N
1"0„........-1.,_,,,,..,,,, „___ /
,. _ B M P 4 �` y � r r
,
\ \ 1 ill -, ilig- ,t-iiih. ---------"" ' • " \ ''.---- _
,illiti ._,N _ -....._ --...„,„ -..„,„- -.........- , .
7.1 01, 1 7:P '--'
�� I WETLAND r ,.. , , . 1
\ / DRAINAGE&GRADING
III I\ n,c°CT 1. CONTRACTOR SHALL REFER TO OTHER PLANS SHEETS FOR ADDITIONAL REOU
AND CONSTRUCTION SEOUENCING RECUREMENTS.
/ PROPOSED >' / o 2. PE SEALED SHOP DRANANGS FOR RETAINING WALL MUST BE SUBMITTED TO C
'� ��' / W 3 m ENGINEER PRIOR TC CONSTRUCTION,
p 1 k BUILDING 2 ae\a�
1 pp�ff p�C�, /
r lio FFE-0L6.n - IW Q ryOO�pP 3 THE CONTOURS
CONTRACTORL SHALL O ALLOW FOR OPAVEMENT DTHIWC<NES, TOPSOIL THCKN
, ,tii
- j < OQ� _�. 0 -a THICKNESS. SLABS. ETC. WHEN GRADING TO SUBGRADE.
O r
4, / C 4. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK INDICATED ON THE
-_ , o-�' SJRVEY(REFER TO EXISTING CONDITIONS PLAN). CONTRACTOR SHAL_VERIF
' 1111(1 - _ ' - / / y�d' BENCHMARK PRIOR TO BEGINNING CONSTRUCTION.
' I,f-� T ,,,,,_„ I I J'. I 5. PRIOR TO BEGINNING CONSTRLCTION, CONTRACTOR SHALL FAMILIARIZE -IIMSE
�� - / THE SITE. LOCATE ALL EXISTING UTILITIES. AND REVIEW THE COMPLETENESS
\\ `� _ ' / SJRVEY. CONTRACTOR SHALL REPORT TO ENGINEER AND OWNER ANY D15CR
----
II, /I . FOUND EETWEEN ACTUAL FIELD CONDITIONS AND THESE CONSTRUCTION DOCI
V` I�.• ✓ _
� I / 6. CUT ANC FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VE
\ (eF I, _ _ __ / UNLESS OTHERWISE SPECIFIED OR APNROVEO Bti GEOTECHNICAL ENGINEER
�\V\ `1 I _ 7. CONTRACTOR SHALL BLEND NEW EARTHWORK TO PROVIDE FOR A SMOOTH TF
\k 1 TO EXISTING GRADE.
Wetland Impact (Permanent) B. IHL CON IKACIOR IS HLSHTNSIBLL -OH OBIAINING ANY ANT ALL GLOILOHNH
S} REPORTS PREPARED =0R THE SITE. ALL SITE GRADING IS TO CONFORM TO
tream Impact (Permanent) GEOTECHNICAL REPORT, SPECIFICATIONS AND DETAILS.
! 14111.\111' ' WL 4000 Stream CH 100 Intermittent 9. SOIL BORINGS AND S01_ENGINEERING SERVCES HAVE BEEN PROVIDED BI''IW2 = 0.008 acre ( ) AND ADDITIONAL SERVICES WALL BE PROVIDED TO THE
I CONTRACTOR JPON REOUES-TO THE OWNER. ORSBORN ENGINEERING GROU
'I� S1 = 100 , 0.005 acre, 4.4 ASSUMES NO RESPONSBLITY FOR THE CORRECTNESS. ACCURACY, AND COUP
'' \ I Building Pad cubic yards OF THEIR WORK. CONTRACTOR SHALL COMPLETE GRADING, SUBSURFACE REM
4 FILL, COMPACTION,CTC. PER RECOMMENDATIONS OF GEOTECII REPORT.IDriveway Crossing 10.UNLESS OTHERWISE SPECIE ED IN THESE PLANS OR PROJECT MANUAL OR SU
,� ) I f IN 1-HE SOILS REPORT,CONTRACTOR SHALL PERFORM ALL EARTHWORK OPER
/ ACCORDANCE MTH NCDOT SPECFICATIONS DIVISION 2 FOLLOWING SUBMITTAL

THE COMMUNITY ENCROACHMENT LINE MUST BE CLEARLY Stream Impact (Permanent)
MARKED PRIOR TO ANY GRADING AND MUST BE Stream CH 100(Perennial)
MAINTAINED ON SITE UNTIL FINAL GRADING IS COMPLETED. S2= 126', 0.015 acre, 12.1 i '`-
cubic yards - , Eq
Driveway Crossing �� Vir1 kE
��.. 'SETBACK �_ 1
SIREAN !'
I , L, yMA4
i
i
- ' I- r
_ - _ 1-
i• t
3 1TLANC j.
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.SAW-2021-01365 County:Rowan U.S.G.S.Quad:NC-China Grove
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: SL China Grove,LLC.
Dan Lacz
Address: 195 Morristown Road
Basking Ridge,New Jersey 07920
Telephone Number: 973-634-1214
E-mail: danlacz(asilvermangroup.net
Size(acres) 199.23 Nearest Town China Grove
Nearest Waterway Cold Water Creek River Basin Upper Pee Dee
USGS HUC 03040105 Coordinates Latitude:35.56650
Longitude:-80.55785
Location description:The project site is located east of Interstate 85,between NC 152 East and Lentz Road in China Grove,
Rowan County,North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters on the above described project area/property,that may be subject to Section 404 of the Clean
Water Act(CWA)(33 USC§ 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403).The waters
have been delineated,and the delineation has been verified by the Corps to be sufficiently accurate and reliable.The
approximate boundaries of these waters are shown on the enclosed delineation map dated 9/22/2021.Therefore this
preliminary jurisdiction determination may be used in the permit evaluation process,including determining
compensatory mitigation.For purposes of computation of impacts,compensatory mitigation requirements,and other
resource protection measures,a permit decision made on the basis of a preliminary JD will treat all waters and wetlands
that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S.This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331).However,you may request an approved JD,which is an appealable action,by contacting the
Corps district for further instruction.
❑ There appear to be waters on the above described project area/property,that may be subject to Section 404 of the Clean Water
Act(CWA)(33 USC§ 1344)and/or Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403).However,since the waters
have not been properly delineated,this preliminary jurisdiction determination may not be used in the permit evaluation process.
Without a verified wetland delineation,this preliminary determination is merely an effective presumption of CWA/RHA
jurisdiction over all of the waters at the project area,which is not sufficiently accurate and reliable to support an enforceable
permit decision.We recommend that you 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 of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act(RHA)(33 USC§403)and Section 404 of the Clean Water Act
(CWA)(33 USC§ 1344). Unless there is a change in law or our published regulations,this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waterson the above described project area/property subject to the permit requirements of Section 404 of the Clean
Water Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published regulations,this determination may be
relied upon for a period not to exceed five years from the date of this notification.
❑We recommend you 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.
❑The waters on your project area/property have been delineated and the delineation has been verified by the Corps.The
approximate boundaries of these waters are shown on the enclosed delineation map dated DATE.We strongly suggest you have

this delineation surveyed. Upon completion,this survey should be reviewed and verified by the Corps. Once verified,this survey
will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which,provided there is no change in
the law or our published regulations,may be relied upon for a period not to exceed five years.
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 for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S.,to include wetlands,present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our published
regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act(CAMA).
You should contact the Division of Coastal Management in Morehead City,NC,at(252)808-2808 to determine their
requirements.
Placement of dredged or fill material within waters of the US,including wetlands,without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act(33 USC§ 1311). Placement of dredged or fill material,construction or
placement of structures,or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act(33 USC§401 and/or 403).If you have any questions
regarding this determination and/or the Corps regulatory program,please contact Christopher Hopper at(919)554-4884(x35)or
christopher.d.hopper(a,usace.armv.mil.
C. Basis For Determination: See the preliminary jurisdictional determination form dated 09/24/2021.
D. Remarks: None
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps'Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants,or anticipate participation in USDA programs,you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service,prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
If you object to this determination,you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process(NAP)fact sheet and Request for Appeal(RFA)form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Mr.Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW,Floor M9
Atlanta,Georgia 30303-8803
AND
[e-mail]

In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete,that it meets the criteria for appeal
under 33 CFR part 331.5,and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form,it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
1
Corps Regulatory Official:
Date of JD:09/24/2021 Expiration Date of JD:Not applicable
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete our Customer Satisfaction Survey,located online at
https://regulatory.ops.usace.army.mil/customer-service-suryey/.
Copy furnished:
Agent: ATLAS Environmental,Inc.
Jennifer Robertson
Address: 338 S.Sharon Amity#411
Charlotte,North Carolina 28211
Telephone Number: 704-512-1206
E-mail: JRobertson(aatlasenvi.com

Applicant:SL China Grove,LLC.,Dan Lacz File Number: SAW-2021-01365 Date:09/24/2021
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 your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.annv.mil1Missions/CieilWorks/R.egulatoryProgramandPermits.aspx
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 certain terms and conditions therein,you may request
that the permit be modified accordingly.You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice,or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your
objections and may: (a)modify the permit to address all of your concerns,(b)modify the permit to address some of your
objections,or(c)not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections,the district engineer will send you a proffered permit for your reconsideration,as indicated in
Section B below.
B: PROFFERED PERMIT:You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all
rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: 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 your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION:The appeal is limited to a review of the administrative record,the Corps memorandum for the
record of the appeal conference or meeting,and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However,you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer,Wilmington Regulatory Division MR.PHILIP A.SHANNIN
Attn:Christopher Hopper ADMINISTRATIVE APPEAL REVIEW OFFICER
Raleigh Regulatory Office CESAD-PDS-O
U.S Army Corps of Engineers 60 FORSYTH STREET SOUTHWEST,FLOOR M9
3331 Heritage Trade Drive,Suite 105 ATLANTA,GEORGIA 30303-8803
Wake Forest,North Carolina 27587
PHONE:[phone];FAX[phone]
EMAIL:PHILIP.A.SHANNIN@,USACE.ARMY.MIL
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 ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer,Wilmington Regulatory Division,Attn: Christopher Hopper,69 Darlington Avenue,Wilmington,North
Carolina 28403
For Permit denials,Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer,Commander,U.S.Army Engineer Division,South Atlantic,Attn:Mr.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: 9/22/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD:The Silverman Group Attn: Mr.Dan Lacz
Address: 195 Morristown Road Basking Ridge,NJ 07920
C. DISTRICT OFFICE, FILE NAME,AND NUMBER: Wilmington District,Hwy 152 East,SAW-2021-01365
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:Project is located along Highway 152 East
in China Grove NC. The project purpose is for industrial development. The review area is currently a mix of forest and
fields.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State:NC County:Rowan City:China Grove
Center coordinates of site (lat/long in degree decimal format):Latitude:35.56650 Longitude:-80.55785
Universal Transverse Mercator:
Name of nearest waterbody:Cold Water Creek
E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLY):
0 Office (Desk) Determination. Date:
® Field Determination. Date(s): March 23, 2021
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH"MAY BE"SUBJECT TO REGULATORY
JURISDICTION.
Geographic authority to
Estimated amount of Type of aquatic which the aquatic resource
Site Number Latitude(decimal Longitude(decimal aquatic resources in resources(i.e., "may be subject(i.e.,
degrees) degrees) review area(acreage and wetland vs.non Section 404 or Section
linear feet,if applicable wetland waters) 10/404)
CH 100 Per 35.57117000 -80.55570000 2818 Non-Wetland Section 404
CH 100 Int 35.57028000 -80.54880000 327 Non-Wetland Section 404
CH 200 35.57122000 -80.55472000 45 Non-Wetland Section 404
CH 300 35.57094000 -80.55333000 11 Non-Wetland Section 404
CH 400 35.57073000 -80.55298000 178 Non-Wetland Section 404
CH 500 35.56291000 -80.55770000 1830 Non-Wetland Section 404
WL 1000 35.56676000 -80.56123000 0.013 Wetland Section 404
WL 1100 35.57064000 -80.55762000 0.018 Wetland Section 404
WL 1200 35.57148000 -80.55637000 0.002 Wetland Section 404
WL 1300 35.57115000 -80.55537000 0.001 Wetland Section 404
WL 1400 35.57074000 -80.55350000 0.010 Wetland Section 404
WL 1500 35.57103000 -80.55285000 0.003 Wetland Section 404
WL 1600 35.57081000 -80.55125000 0.007 Wetland Section 404
WL 1700 35.57040000 -80.54883000 0.014 Wetland Section 404
WL4000 35.56991000 -80.55212000 0.008 Wetland Section 404

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
®Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Aquatic Resource Sketch Map,Resource maps
®Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report. Rationale:
❑Data sheets prepared by the Corps:
❑Corps navigable waters'study:
❑U.S. Geological Survey Hydrologic Atlas:
®USGS NHD data.
USGS 8 and 12 digit HUC maps.
®U.S.Geological Survey map(s).Cite scale&quad name: GIS Database
®Natural Resources Conservation Service Soil Survey. Citation: Web Soil Survey
®National wetlands inventory map(s). Cite name: GIS Database
❑State/local wetland inventory map(s):
FEMA/FIRM maps: FEMA NFHL _
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
®Photographs: ®Aerial(Name & Date): 2019
or®Other(Name&Date):March 23,2021
❑ Previous determination(s). File no. and date of response letter:
❑Other information(please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
frit+giZO
}' Sept 22,2021
Signature and date of Regulatory
staff member completing PJD Signature and date of person requesting PJD
Oct. 7, 2021 (REQUIRED, unless obtaining the signature is
impracticable)'
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

R = l Sketch Map provided for illustrative purposes
S' 1 otomi il ` P: Aquatic Resource Sketch Map �� and preliminary planning only. Not intended
�" Arfr to be relied u on for exact location,
���� r .,,�. dimension,or orientation. All findings and
�� a �i.J�J toff,� . ),/ ti` _ � assessments are subject to verification from
A �b� 4 �� � �j Irf 7 . /� 0*01 ; ����\ theArmyCor sof En ineers, rNDivisionof
����� ��� }� 1� --� �.�••''�..-1 ��• � Water Resources and/or other ro riate
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Ili
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illa` All( /� C Location: 565 NC 152, China Grove, NC 28023 L..
1111111E/o ..1, 471111111111011/
Nvismir a�'��'-ONMENTAL For: THe Silverman Group Attn: Mr. Dan Laczakt: „„ ,
Page 1 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated: September 22, 2021

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1110111
IRONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 2 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated:September 22, 2021
9

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Location: 565 NC-152, China Grove, NC 28023
V{RONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 3 of 5 Detail 1 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated: September 22, 2021
9

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--�: .- .` Project Name: Highway 152 East
ai` IIN( ALS Location: 565 NC-152, China Grove, NC 28023
MillitQ '•NMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 4 of 5 Detail 2 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated: September 22, 2021
9

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AS Location: 565 NC-152, China Grove, NC 28023
1,,� ONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 5 of 5 Date: March 25, 2021 Updated: September 22, 2021
Detail 3 Figure: Coordinates: 35.56650, -80.55785
9

a - Sketch Map provided for illustrative purposes-.
Aquatic Resource Sketch Ma ,-; and preliminary planning only. Not intended
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>>lll �� zZ...;,.�_ _ the Arm Cor s of En ineers, NC Division of
IA, �� � : � -Water F�esources, and/or other appropriate
/ �������`.�� � ��� _local authorities Do not reproduce map set
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MOO PWS
MINFA4PI V I'ONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz L,K11.09'p
Pa e 1 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated: September 22, 2021
9

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Project Name: Highway 152 East
TIJ
AS
Location: 565 NC-152, China Grove, NC 28023
RONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 2 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated:September 22, 2021
9

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Project Name: Highway 152 East
alliklaZ7 ,ti AC Location: 565 NC-152, China Grove, NC 28023
w 90 -ONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 3 of 5 Detail 1 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated: September 22, 2021
9 1

Potential Wetland ��_ �Ahn
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MIN
Project Name: Highway 152 East
Ay 1 Location: 565 NC-152, China Grove, NC 28023
Willia AS
' W!..ji' SNMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 4 of 5 Detail 2 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated:September 22, 2021
9

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.�_ A
, ALS Location: 565 NC-152, China Grove, NC 28023
lama
RONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 5 of 5 Detail 3 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021 Updated: September 22, 2021
9

„oeN7 OF ly �7Sft&WII.IN.IF'IN`
Q F seKvicx
-.---, . ti,, United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Field Office µ
4s4e� 160 Zillicoa Street
Asheville,North Carolina 28801
October 13, 2021
Jennifer Robertson
Atlas Environmental
338 South Sharon Amity Road#411
Charlotte,North Carolina 28211
[e-mail]
Subject: Highway 1152 East China Grove Industrial Development; Rowan County, North
Carolina
Dear Jennifer Robertson:
The U.S. Fish and Wildlife Service(Service)has reviewed the information provided in your
email correspondences dated June 11,2021, and September 14,2021 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 200 forested acres in China Grove,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 and aerial imagery, onsite habitats are dominated by successional mixed
forest,but also contain forested riparian and wetland habitats (unnamed tributaries to Coldwater
Creek),maintained utility and road rights of way,maintained open space, agricultural lands, and
transitional edge habitats. No project design plans or a description of impacts to onsite habitats
have been provided at this time although your correspondence indicates that a preliminary site
plan has been developed.
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.
Historic and current records of the federally endangered Schweintiz's sunflower(Helianthus
schweinitzii)occur in the vicinity of the project. A variety of habitats create suitable conditions
for this plant species and include maintained roadsides,maintained utility rights of way, forest
openings,forest edges,edges of agricultural fields, and other transitional edge habitat types.
Your June 11,2021 and September 14,2021 correspondences indicate you believe these suitable
habitats do not occur onsite.
If the action area contains suitable habitat for this species,but negative survey results were
collected during the appropriate timeframe,1 we would concur with a"may affect,not likely to
adversely affect"determination from the action agency. Our concurrence with a"no effect"
determination from the action agency is not required.
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.
For your client's consideration, we refer you to our July 22,2021 response letter for general and
voluntary recommendations in the interest of protecting natural resources.
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 4-2-21-341.
Sincerely,
- -original signed- -
Janet Mizzi
Field Supervisor
I Appropriate survey windows for federally listed plant species in North Carolina can be found here:
https://www.fws.gov/asheville/pdfs/Optimal%20Survev%20W indows%20for%201isted%20plants%202020.pdf
2

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M.Bartos,Administrator
Governor Roy Cooper Secretary D.Reid Wilson
July 27, 2021
Austin Baggarley [e-mail]
ATLAS Environmental,Inc.
338 South Sharon Amity Road, #411
Charlotte,NC 28211
Re: Construct Hwy 152 E industrial building, 565 NC-152, China Grove,Rowan County,ER 21-1577
Dear Mr. Baggarley:
Thank you for your email of June 14, 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.reviewa,ncdcr.gov. In all future communication concerning this project,please cite the
above referenced tracking number.
Sincerely,
,(,,„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

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IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
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IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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Project Name: Hwy 152 E
7.4triTAS Location: 565 NC-152, China Grove, NC 28023
IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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Project Name: Hwy 152 E
'4111114TIAS Location: 565 NC-152, China Grove, NC 28023
IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

Soil Map—Iredell County,North Carolina
(review area)
539300 539530 539700 539900 540100 540300 540500 540703 540930 541100 541300
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Map Scale:1:3,740 if printed on A landscape(11"x 8.5")sheet.
NMeters
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� USDA Natural Resources Web Soil Survey
0 150 300 0)0 900 Conservation Service National Cooperative Soil Survey
Map proms:Web Me cator Corner coordinates:WGSS4 Edge tics:ifrM Zone 17N W�S84
Project Name: Hwy 152 E
Location: 565 NC-152, China Grove, NC 28023
-4-1/% T.LAss
_ IRONMENTAL Owner: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.76278, -80.84629 Date: March 10, 2021

MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1:12,000.
Stony Spot
Soils Very Stony Spot Warning:Soil Map may not be valid at this scale.
Soil Map Unit Polygons
i' Wet Spot Enlargement of maps beyond the scale of mapping can cause
Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement.The maps do not show the small areas of
® Soil Map Unit Points contrasting soils that could have been shown at a more detailed
• Special Line Features
Special Point Features scale.
to) Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
4 Borrow Pit measurements.
Transportation
X Clay Spot Rails Source of Map: Natural Resources Conservation Service
r, Closed Depression Web Soil Survey URL:
▪ Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
• Gravel Pit US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
• Landfill Local Roads Albers equal-area conic projection,should be used if more
As Lava Flow Background accurate calculations of distance or area are required.
a, Marsh or swamp . Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
Mine or Quarry
Soil Survey Area: Iredell County,North Carolina
• Miscellaneous Water Survey Area Data: Version 25,Jun 4,2020
O Perennial Water Soil map units are labeled(as space allows)for map scales
Rock Outcrop 1:50,000 or larger.
Saline Spot Date(s)aerial images were photographed: Nov 17,2019—Dec
18,2019
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
▪ Sinkhole imagery displayed on these maps.As a result,some minor
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
Project Name: East Barkley Road
Location: 110 East Barkley Road Statesville, NC 28677
IRONMENTAL Owner: Williams Development Group Attn: Mr. Taylor Williams
Coordinates: 35.56706, -80.55682 Date: March 8, 2021

Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CcB Cecil sandy loam,2 to 8 28.7 14.3%
percent slopes
CcC Cecil sandy loam,8 to 15 27.0 13.5%
percent slopes
CeB2 Cecil sandy clay loam,2 to 8 51.2 25.5%
percent slopes, moderately
eroded
ChA Chewacla loam, 0 to 2 percent 6.0 3.0%
slopes,frequently flooded i
i
EnB Enon fine sandy loam,2 to 8 61.5 30.7%
percent slopes
PxC Poindexter-Rowan complex,8 12.1 6.1%
to 15 percent slopes
PxD Poindexter-Rowan complex, 5.8 2.9%
15 to 25 percent slopes
Ud Udorthents, loamy 1 1.7 0.8%
VaB Vance sandy loam,2 to 8 0.0 0.0%
percent slopes
WtC Wynott-Enon complex,8 to 15 6.3 3.1%
percent slopes
Totals for Area of Interest I 200.4 100.0%
Project Name: East Barkley Road
. - ThAs Location: 110 East Barkley Road Statesville, NC 28677
IRONMENTAL Owner: Williams Development Group Attn: Mr. Taylor Williams
Coordinates: 35.56706, -80.55682 Date: March 8, 2021

1,-, -..\
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Project Name: Hwy 152 E
Location: 565 NC-152, China Grove, NC 28023
.41111151RONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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Project Name: Hwy 152 E
Location: 565 NC-152, China Grove, NC 28023
nONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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Location: 565 NC-152, China Grove, NC 28023
IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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`` Location: 565 NC-152, China Grove, NC 28023
.`\ 1111/ . VIRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

USGS 1 :24,000 Quadrangles
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Legend
Q Review Area
0 0.5 1 1.5 2 miles
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Project Name: Hwy 152 E
Location: 565 NC-152, China Grove, NC 28023
'1114111114IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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Q Review Area 0 0.25 0.5 0.75 1 miles
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Project Name: Hwy 152 E
"111%, rims
Location: 565 NC-152, China Grove, NC 28023
IRON MENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

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Project Name: Hwy 152 E
Location: 565 NC-152, China Grove, NC 28023
-4111%IRONMENTAL For: The Silverman Group Attn: Mr. Dan Lacz
Coordinates: 35.56706, -80.55682 Date: March 10, 2021

2021-02-21
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0 2020 2020 2021 2021 2021 2021 2021 2021
35.571178, -80.555251 30 Days Ending 30th %ile (in) 70th %ile (in) Observed (in) Wetness Condition Condition Value Month
2021-03-23 2021-03-23 2.987795 4.185433 3.330709 Normal 2
762.34 2021-02-21 2.343701 3.36811 7.523622 Wet 3
Extreme wetness (2021-02) 2021-01-22 2.24252 4.333071 2.047244 Dry 1
Wet Season Result
Weather Station Name I Coordinates Elevation (ft) Distance (mi) Elevation A Weighted A
smadebythe I SALISBURY 9 WNW 1 35.6967, -80.6225 725.066 9.459 37.274 4.609

Site Photographs: March 23, 2021
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Location: 565 NC-152, China Grove, NC 28023
IRONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 2 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021
9

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Project Name: Highway 152 East
Location: 565 NC-152, China Grove, NC 28023
-441111/IRONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 3 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021
9

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-.•�•••'. Project Name: Highway 152 East
AS Location: 565 NC-152, China Grove, NC 28023
Y a J,) ONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Pa e 4 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021
9

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.....- ", Project Name: Highway 152 East
. TLAS Location: 565 NC 152, China Grove, NC 28023
\' ' . Iy?
9 6v4 "ONMENTAL For: THe Silverman Group Attn: Mr. Dan Lacz
Page 5 of 5 Figure: Coordinates: 35.56650, -80.55785 Date: March 25, 2021

Stream Reach Evaluation Form
I Date: 3-23-2021 Evaluator: Atlas Environmental,Inc. Easting: 35.57117
Project: Hwy 152 E Northing: -80.5557
CH 100
Total Points:
Stream is at least intermittent if> 19 or perennial if>30* 36.0
(right-click the purple number and left-click Update Field to summarize points)
A. Geomorphology Absent Weak Moderate Strong SCORE
la. Continuity of channel bed and bank 0 1 2 3 3
2. Sinuosity of channel along thalweg 0 1 2 3 2
3. In-channel structure: riffle-/step-pool sequence 0 1 2 3 2
4. Particle size of stream substrate 0 1 2 3 3
5. Active/relic floodplain 0 1 _ 2 3 1
6. Depositional bars or benches 0 1 2 3 2
7. Recent alluvial deposits 0 1 2 3 2
8. Headcuts 0 1 2 3 1
9. Grade controls 0 0.5 1 1.5 1
10. Natural valley 0 0.5 1 1.5 .5
11. Second or greater order channel No=0 Yes = 3 0
Geomorphology Subtotal
a Man-made ditches are not rated: see discussion in NCDWQ Manual
B. Hydrology
12. Presence of Baseflow 0 1 2 3 3
13. Iron Oxidizing Bacteria 0 1 2 3 1
14. Leaf litter 1.5 1 0.5 0 1.5
15. Sediment on plants or debris _ 0 0.5 1 _ 1.5 0.5 ,
16. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5 0.5
17. Soil-based Evidence of high water table? No=0 Yes= 3 3
Hydrology Subtotal M ;: ,w7"
C. Biology
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 1
24. Amphibians 0 _ 0.5 1 1.5 1
25. Algae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW= 0.75, OBL= 1.5, Other= 0 0 i
Biology Subtotal
*perennial streams may also be identified using other methods. See page 35 of NCDWQ manual.
Notes:
I certify that this evaluation conforms to the latest version of
the NCDWQ document entitled Methodology for Identification
of Intermittent and Perennial Streams and their Origins.
Signature of Certified Evaluator
(version 4.11)
Form#PC039 1

Stream Reach Evaluation Form
Date: 3-23-2021 Evaluator: Atlas Environmental,Inc. Easting: 35.57073
Project: Hwy 152 E Northing: -80.55298
CH 200,400 Intermittent
Total Points:
Stream is at least intermittent if> 19 or perennial if> 30* 21.5
(right-click the purple number and left-click Update Field to summarize points)
A. Geomorphology Absent Weak Moderate Strong k SCORE
la. Continuity of channel bed and bank 0 1 2 3 2
2. Sinuosity of channel along thalweg 0 1 2 3 1
3. In-channel structure: riffle-/step-pool sequence 0 1 2 3 2
4. Particle size of stream substrate 0 1 2 3 1
5. Active/relic floodplain 0 _ 1 2 3 2
6. Depositional bars or benches 0 1 2 3 1
7. Recent alluvial deposits 0 1 2 3 1
8. Headcuts 0 1 2 3 1
9. Grade controls 0 0.5 1 1.5 , 0
10. Natural valley 0 0.5 1 1.5 .5
11. Second or greater order channel No=0 Yes= 3 0
Geomorphology Subtotal
a Man-made ditches are not rated: see discussion in NCDWQ Manual
B. Hydrology
12. Presence of Baseflow 0 1 2 3 2
13. Iron Oxidizing Bacteria 0 1 2 3 1
14. Leaf litter 1.5 1 0.5 0 0.5
15. Sediment on plants or debris 0 0.5 1 1.5 0.5
16. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5 0.5
17. Soil-based Evidence of high water table? No=0 Yes= 3 3
Hydrology Subtotal 'w� ; ,k
C. Biology
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 0
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 0.5
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
Biology Subtotal "'
*perennial streams may also be identified using other methods. See page 35 of NCDWQ manual.
Notes:
I certify that this evaluation conforms to the latest version of
the NCDWQ document entitled Methodology for Identification
of Intermittent and Perennial Streams and their Origins.
Signature of Certified Evaluator
(version 4.11)
Form#PC039 1

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: Hwy 152 E City/County: China Grove/Rowan Sampling Date: 03/22/2021
Applicant/Owner: Mr.Dan Lacz State: NC Sampling Point: Forested Wetland
Investigator(s): J Sinclair,J Robertson,A Baggarley Section,Township,Range: China Grove Quadrangle
Landform(hillside,terrace,etc.): Floodplain Local relief(concave,convex,none): none Slope(%): 1
Subregion(LRR or MLRA): LRR P,MLRA 136 Lat: 35.57115 Long:-80.55537 Datum: NAD 83
Soil Map Unit Name: CcC 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 aaaly) _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(Cl) 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)
_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): 0.5
Water Table Present? Yes X No Depth(inches): 3
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: Forested wetland
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet:
1. Salix nigra 10 No OBL Number of Dominant Species
2. Liquidambarstyracitlua 15 Yes 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: 11 (B)
5. Quercus nigra 10 No FAC Percent of Dominant Species
6. Acer rubrum 20 Yes FAC That Are OBL,FACW,or FAC: 81.8% (A/B)
7. Prevalence Index worksheet:
75 =Total Cover Total%Cover of: Multiply by:
50%of total cover: 38 20%of total cover: 15 OBL species 10 x 1 = 10
Sapling/Shrub Stratum (Plot size: 15 ) FACW species 55 x2= 110
1. Lindera benzoin 8 Yes FAC FAC species 76 x 3= 228
2. Ligustrum sinense 10 Yes FACU FACU species 18 x 4= 72
3. Sambucus nigra 5 Yes FAC UPL species 0 x 5= 0
4. Column Totals: 159 (A) 420 (B)
5. Prevalence Index =B/A= 2.64
6. Hydrophytic Vegetation Indicators:
7. _1-Rapid Test for Hydrophytic Vegetation
8. X 2-Dominance Test is>50%
9. X 3-Prevalence Index is 53.01
23 =Total Cover _4-Morphological Adaptations'(Provide supporting
50%of total cover: 12 20%of total cover: 5 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. 5 No FACW present,unless disturbed or problematic.
3. Microstegium vimineum 8 No FAC Definitions of Four Vegetation Strata:
4. Rubus argutus 5 No FACU Tree-Woody plants,excluding vines,3 in.(7.6 cm)or
5. Impatiens capensis 15 Yes FACW 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.
48 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 24 20%of total cover: 10 height.
Woody Vine Stratum (Plot size: 15 )
1. Smilax rotundifolia 5 Yes FAC
2. Toxicodendron radicans 5 Yes FAC
3. Lonicera japonica 3 Yes FACU
4.
5.
Hydrophytic
13 =Total Cover Vegetation
50%of total cover: 7 20%of total cover: 3 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: Forested Wetland
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) X 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-xxaor,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: Hwy 152 E City/County: China Grove/Rowan Sampling Date: 03/22/2021
Applicant/Owner: Mr.Dan Lacz State: NC Sampling Point: Forested upland
Investigator(s): J Sinclair,J Robertson,A Baggarley Section,Township,Range: China Grove Quadrangle
Landform(hillside,terrace,etc.): Floodplain Local relief(concave,convex,none): none Slope(%): 1
Subregion(LRR or MLRA): LRR P,MLRA 136 Lat: 35.57120 Long:-80.55535 Datum: NAD 83
Soil Map Unit Name: CcC 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 amply) _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): 0
Water Table Present? Yes No X Depth(inches): 0
Saturation Present? Yes No X Depth(inches): 0 Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data(stream gauge,monitoring well,aerial photos,previous inspections),if available:
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

VEGETATION (Four Strata)-Use scientific names of plants. Sampling Point: Forested upland
Absolute Dominant Indicator
Tree Stratum (Plot size: 30 ) %Cover Species? Status Dominance Test worksheet:
1. Quercus rubra 2 Yes FACU Number of Dominant Species
2. Liriodendron tulipifera 5 Yes FACU That Are OBL,FACW,or FAC: 3 (A)
3. Acer rubrum 3 Yes FAC Total Number of Dominant
4. Species Across All Strata: 8 (B)
5. Percent of Dominant Species
6. That Are OBL,FACW,or FAC: 37.5% (A/B)
7. Prevalence Index worksheet:
10 =Total Cover Total%Cover of: Multiply by:
50%of total cover: 5 20%of total cover: 2 OBL species 0 x 1 = 0
Saalino/Shrub Stratum (Plot size: 15 ) FACW species 0 x 2= 0
1. Lindera benzoin 5 Yes FAC FAC species 13 x 3= 39
2. Ligustrum sinense 5 Yes FACU FACU species 20 x 4= 80
3. UPL species 0 x 5= 0
4. Column Totals: 33 (A) 119 (B)
5. Prevalence Index =B/A= 3.61
6. Hydrophytic Vegetation Indicators:
7. _1 -Rapid Test for Hydrophytic Vegetation
8. _2-Dominance Test is>50%
9. 3-Prevalence Index is 53.0'
10 =Total Cover 4-Morphological Adaptations'(Provide supporting
50%of total cover: 5 20%of total cover: 2 data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 ) _Problematic Hydrophytic Vegetation'(Explain)
1. Fragaria vesca 5 Yes FACU 'Indicators of hydric soil and wetland hydrology must be
2. present,unless disturbed or problematic.
3. Definitions of Four Vegetation Strata:
4. Tree-Woody plants,excluding vines,3 in.(7.6 cm)or
5. more in diameter at breast height(DBH),regardless of
6. height.
7. 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.
5 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 3 20%of total cover: 1 height.
Woody Vine Stratum (Plot size: 15 )
1.
2. Toxicodendron radicans 5 Yes FAC
3. Lonicera japonica 3 Yes FACU
4.
5. Hydrophytic
8 Total Cover Vegetation
50%of total cover: 4 20%of total cover: 2 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: Forested Upland
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 10YR 5/3 100 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) _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 No X
Remarks:
ENG FORM 6116-4SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0