20200448 Ver 1_REVISED JD Package_SVBP Site_Sewer_3-13-20_20200331

Preliminary ORM Data Entry Fields for New Actions
ACTION ID 4: SAW- 2019-02027 Begin Date (Date Received):
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: SVBP@Self Storage Site
2. Work Type: ZPrivate ❑Institutional ❑Government ❑ Commercial
3. Project Description / Purpose [PCN Form 133d and 133e]:
Commercial Property Development and Sewer Out -fall.
4. Property Owner / Applicant [PCN Form A3 or A41: SVBP@SelfStorage, LLC - Dave Cuthbertson
5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]:
Lowrys Environmental & Ecological Services, LLC - S. Paul Petitgout
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location —Coordinates, Street Address, and/or Location Description [PCN Form Blb]:
35.057630 N-80.657501 W; Radiator Road Indian Trail, NC;
8. Project Location —Tax Parcel ID [PCN Form Bla]: 07087009A; 07087009; 0709000213; 07090002C; 0�
9. Project Location — County [PCN Form A2b]: Union
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Indian Trail
11. Project Information — Nearest Waterbody [PCN Form 132a]: Price Mill Creek
12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form 132c]: 03050103
Authorization: Section 10 ❑ Section 404 ❑✓
Regulatory Action Type:
❑ Standard Permit
Nationwide Permit 4
Regional General Permit 9
✓ Jurisdictional Determination Request
Section 10 and 404 ❑
❑Pre -Application Request
❑ Unauthorized Activity
❑ Compliance
❑ No Permit Required
Revised 20150602

urisdictional Determination Reauest
US Army Corps
of Engineers.
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www.saw.usace.aimy.mil/Missions/Re ul�atoiyPermitProi4ram/Contact/CountyLocator.aspx,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. If you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: Radiator Road
City, State:
Indian Trail, NC
County: Union
Parcel Index Number(s) (PIN): 07087009A; 07087009 = Site
07090002B; 07090002C; 07090015A; 07090015; 07090017;
B. REQUESTOR INFORMATION 07090021 T = Off -site Sewer
Name: SVBK( SelfStorage, LLC - Dave Cuthb
Mailing Address: 2649 Brekonridge Centre Drive
Monroe, NC 28110
Telephone Number: 704-401-7185
Electronic Mail Address: [e-mail]
Select one:
ZI am the current property owner.
I am an Authorized Agent or Environmental Consultanti
Interested Buyer or Under Contract to Purchase
Other, please explain.
C. PROPERTY OWNER INFORMATION
Name: SVBP@SelfStorage, LLC - Dave Cuthk
Mailing Address: 231 Post Office Drive Suite B8
Indian Trail, NC 28079
Telephone Number: 704-401-7185
Electronic Mail Address: [e-mail]
1 Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION1,¢
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the
undersigned, am either a duty authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
SVBP aRSelfStor
Print Name
Capacity: 0 Owner
9/6/19
Date
e. LLC - David Cuthbertson
❑ Authorized Agents
E. REASON FOR JD .REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
0 I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Cotes, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑ l intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
❑A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirn-i that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
0 other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
If there are multip}e parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERNIINATION (JD) TYPE (Select One)
0 I am requesting that the Corps provide a preliminM JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
❑ I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
W1Size of Property or Review Area +49 acres. (Site = ±47-acres; Off -site Sewer = ±2-acres)
❑✓ The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
35.057630 N
Longitude:-80.657501 W
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than I Ix17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).6
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
■ Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
■ Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
■ Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. hM2://www.saw.usace.4rmy.mil/Missions/Regulatoly-Permit-
Pro gram/Jurisdiction/
Version: May 2017 Page 5

Jurisdictional Determination Request
F4Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDS• please complete an Approved Jurisdictional Determination Form'.
Vicinity Map
Aerial Photograph
F4 USGS Topographic Map
0 Soil Survey Map
Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
Landscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
❑✓ NC Division of Water Resources Stream Identification Forms
hJ Other Assessment Forms
' www.saw.usace.4rmy.mil/Portals/59/docs/regulatory/readocs/JD/RGL 08-02_App A Prelim _JD_Form fillable.pdf
8 Please see hM2://www.saw.usace.4M.mil/Missions/Regulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federaljurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: DATE
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: SVBPga Self Storage, LLC, Dave Cuthberston, 231 Post
Office Drive,Indian Trail, NC 28079
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, SVBP@Self Storage,
SAW-2019-02027
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Radiator Road, Indian Trail, NC
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Union City: Indian Trail
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.057630 N Longitude:-80.657501 W
Universal Transverse Mercator:
Name of nearest waterbody: Price Mill Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Estimated amount of
Geographic authority to
Type of aquatic
aquatic resources in
which the aquatic resource
Latitude (decimal
Longitude (decimal
resources (i.e.,
Site Number
review area (acreage
"may be" subject (i.e.,
degrees)
degrees)
wetland vs. non -
and linear feet, if
Section 404 or Section
wetland waters)
applicable
10/404)
Site
Non -wetland
35.05721°
-80.65652°
±250 ft (±0.02 ac)
Section 404
Stream SA
waters (perennial)
Site
Wetland
35.058392'
-80.656962'
±0.2-ac
Wetland
Section 404
WA
Site
Non -wetland
Wetland
35.05730'
-80.65781'
±0.2-ac
waters
Section 404
WB
(intermittent)
Site
35.05668'
-80.65712'
±175 ft (±0.02-ac)
Wetland
Section 404
Stream SC
Sewer
Wetland
35.05602'
-80.65590'
±0.01-ac
Wetland
Section 404
WA
Sewer
Non -wetland
35.05604°
-80.65577°
±35 ft (±0.004 ac)
Section 404
Stream SA
waters (perennial)
Sewer
Wetland
35.05563'
-80.65551'
±0.01-ac
Wetland
Section 404
WB/WC
Sewer
Wetland
35.05491'
-80.65500'
±0.01-ac
Wetland
Section 404
WD
Sewer
Wetland
35.05487'
-80.65548'
±0.01-ac
Wetland
Section 404
WE

Non -wetland
Sewer
35.05479'
-80.65489'
±35 ft (±0.002-ac)
waters
Section 404
Stream SB
(Intermittent)
Sewer
Wetland
35.05359'
-80.65564'
±0.01-ac
Wetland
Section 404
WF
Sewer
Non -wetland
35.05219°
-80.65648°
±35 ft (±0.006-ac)
Section 404
Stream SC
waters (perennial)
Non -wetland
Sewer
35.05265'
-80.65615'
±35 ft (±0.002-ac)
waters
Section 404
Stream SD
(intermittent)
Sewer
Wetland
35.05006'
-80.65845'
±0.01-ac
Wetland
Section 404
WG
Non -wetland
Sewer
35.04978'
-80.65886'
±35 ft (±0.004-ac)
waters
Section 404
Stream SE
(intermittent)
Sewer
Wetland
35.04952'
-80.65918'
±0.01-ac
Wetland
Section 404
WH
Non -wetland
Sewer
35.04810'
-80.66107'
±35 ft (±0.004)
waters
Section 404
Stream SF
(intermittent)
Sewer
Wetland
35.04803'
-80.66107'
±0.01-ac
Wetland
Section 404
WJ

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 AID 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 AID
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:.TD map for the site and for the off -site sewer
® Data sheets preparedlsubmitied by or on behalf of the PID requestor.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Ratio
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 121 digit HUC maps.
® U.S. Geological Survey maps). Cite scale & quad name: 1:24,000 Matthews Quad
® Natural Resources Conservation Service Soil Survey, Citation: Web Soil Survey (2019)
® National wetlands inventory maps). Cite name: USFWS Wetlands Mapper (2019)
❑ State/local wetland inventory map(s):
❑ FEMAIFIRM maps:
❑ 100-year Floodplain Elevation is:
❑ Photographs: ❑Aerial (Name & Date).
or ❑Other (Name & Date):,
(National Geodetic Vertical Datum of 1929)
❑ 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.
Signature and date of Regulatory
staff member completing PJD
DATE
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)1
t Districts may establish timeframes for requester to return signed PJD foams. If the requester does not respond within the
established time frame, the distract may presume concurrence and no additional follow up is necessary prior to finalizing an
action.

Q
AGENT AUTHORIZATION FORM
PROJECT NAME: SVEP Site
PARCEL ID: 07087009A; 07087009; 07090002B; 07090002C; 07090015A; 07090015;
07090017;07090021T
PROJECT STREET ADDRESS: Radiator Road Monroe, NC
PROPERTY OWNERS): SVBP(§Radiator LLC; SVBP rr.Seif Storage LLC
The undersigned, registered property owner(s) of the above noted property, do hereby authorize
S. Paul Petitgout, of Lowas Environmental & Ecological Services, LLC,
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
Jurisdictional Determination, Permit or Certification and any and all standard and special conditions attached.
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and/or NC Division of Water Resources (NCDWR) to enter upon the property herein described
(accompanied by the authorized agent) for the purpose of conducting on -site investigations, if necessary, and
issuing a jurisdictional determination and/or permit pursuant to Section 404/401 of the Clean Water Act
and/or Section 10 of the Rivers and Harbors Act of 1899. 1, the undersigned, am a duly authorized owner of
record of the property identified herein.
PROPERTY OWNER'S ADDRESS: 2627 Brekonridge Centre Drive
Suite 103
Monroe, NC 28110
9
I hereby certify the above information submitted in this jurisdi ona de rmination/application is true and
accurate to the best of our knowledge.
AUTHORIZED SIGNATURE:
pRJNT NAME: SVBP@Self Storage LLC / SVBP cr Radiator LLC - David Cuthbertson
DATE: 7/5/ 19

9/11/2019
Parcel Report
Parcel Number
07087009A
Owner
SVBP @
SELF -
STORAGE
LLC
Mailing Address
231 POST OFFICE DR STE B8
INDIAN TRAIL
NC, 28079
Account Information
t
� r
14
os'�
i
Land Value
$721,900.00
Subdivision
Building Value
$0.00
Description
5.775A OPCO041
Total Value
$721,900.00
Situs Address
RADIATOR RD
Acreage
5.7750
Property Class
RESIDENTIAL - SINGLE FAMILY
Sales Information
Sale Date
Sale Amount
Book & Page Grantor
04/05/2018
$1,250,000.00
7132 029
APS INDIAN TRAIL LLC
01/01/1900
$0.00
01/01/1900
$0.00
Location Information
Municipal
Indian Trail
12 Mile Service Area
Yes
Administration
County Zoning Code
CITY
School
School Assignment Information
Zoning Administration
Indian Trail
Census Tract Number
203.16
ETJ
FEMA Panel
5408,5407
Fire District
Stallings
FEMA Zone
Soils GsB,CmB
Building Information - View Real Property Site
Total Living Area Type of Building
Year Build Improvement Type
District Voting Assignments (Jurisdictions)
Polling Place Indian Trail Library School District 5 Congressional 9
District
Precinct District #14 State House 69 Senate 35
District
gis-web.co.union.nc.us/gomaps/Reports/UserDefined/parcelReport.cfm?objectids=13607762&bbox=-8978982.556630554,4171379.758792015,-8978... 1 /1

9/11/2019
Parcel Report
Parcel Number
07087009
Owner
SVBP @
RADIATOR
LLC
Mailing Address
231 POST OFFICE DR STE B8
INDIAN TRAIL
NC, 28079
Account Information
Y
'r
,ram* ` i pi ■
.r C7 .'`egn •w �qr
Y
dy t
gummerston L'n '•�
t 4 • 1 ♦ }
Land Value $1,741,000.00
Subdivision
Building Value $0.00
Description
4914-780 MINUS OPCO041
Total Value $1,741,000.00
Situs Address
300 RADIATOR RD
Acreage 41.2200
Property Class
INDUSTRIAL
Sales Information
Sale Date Sale Amount
Book & Page Grantor
04/05/2018 $398,000.00
7132 033
APS INDIAN TRAIL LLC
06/13/2008 $1,223,000.00
4914 780
RADIATOR SPECIALTY
COMPANY
01/01/1900 $0.00
Location Information
Municipal Indian Trail
Administration
12 Mile Service Area
Yes
County Zoning Code CITY
School
School Assignment Information
Zoning Administration Indian Trail
Census Tract Number
203.16
ETJ
FEMA Panel
5408,5407
Fire District Stallings
FEMA Zone
Soils CmB,WyB,CnB
Building Information - View Real Property
Site
Total Living Area 1086
Type of Building
DWELLING
Year Build 1959
Improvement Type
Single family
District Voting Assignments (Jurisdictions)
Polling Place Indian Trail Library School District 5
Congressional 9
District
Precinct District #14 State House 69
Senate 35
District
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1 inch equals 2,000 feet
D
z SYMPHONY�-�
SA
Source: USGS Matthews Quad (2019)
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
is not suitable for legal or engineering purposes.
T
SVBP@Self Storage Site
Lowrys Environmental 8�
Indian Trail, Union County, North Carolina
USGS Topographic Map
Ecological Services, LLC
1823 Quinn Road
Chester, South Carolina 29706
Drawn By: SPP
Date: 8-7-19
Rev. 11-3-19
Project Mgr. SPP
Scale: 1:24,000
Sheet: 1
803-992-0910

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SVB P@SelfSto rage Site
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Not to Scale
Source: Union County, NC GIS Aerial Map (2015) f�
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
is not suitable for legal or engineering purposes.
a
SVBP@Self Storage Site Lowrys Environmental 8�
Indian Trail, Union County, North Carolina Ecological Services, LLC
Union County, NC GIS Aerial Map
Drawn By: SPP Date: 8-7-19 Rev. 11-3-19 1823 Quinn Road
Chester, South Carolina 29706
Project Mgr. SPP Scale: Not to Scale Sheet: 2 803-992-0910

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- ±47-acres
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❑ Estuarine and Marine Wetland ❑ Freshwater Pond n Riverine
SVBP@SelfStorage Site
Off -Site Sewer
Scale: As Shown
Source: USFWS Wetlands Mapper (2019)
Disclaimer: The information depicted on this figure is for
informational purposes only and was not prepared for, and
is not suitable for legal or engineering purposes.
SVBP@Self Storage Site Lowrys Environmental 8�
Indian Trail, Union County, North Carolina Ecological Services, LLC
USFWS National Wetlands Invento Map
Drawn By: SPP Date: 8-7-19 Rev. 11-3-19 1823 Quinn Road
Chester, South Carolina 29706
Project Mgr. SPP Scale: As Shown Sheet: 4 803-992-0910

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U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET— Eastern Mountains and Piedmont Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: SVBP Site City/County: Union Sampling Date: 2-13-20
Applicant/Owner: SVBP@Slef Storage, LLC State: NC Sampling Point: Up 1
Investigator(s): Petitgout Section, Township, Range:
Landform (hillside, terrace, etc.): sideslope Local relief (concave, convex, none): convex Slope (%): >1%
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.057630 Long:-80.657501 Datum:
Soil Map Unit Name: CID Channery Silt Loam 1-5% Slope NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_Iron Deposits (135)
_Geomorphic Position (D2)
—Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: Up 1
Absolute Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover Species?
Status
Dominance Test worksheet:
1.
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 0 (A)
3.
Total Number of Dominant
4.
Species Across All Strata: 2 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 0.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15
)
FACW species 0 x 2 = 0
1.
FAC species 2 x 3 = 6
2.
FACU species 15 x 4 = 60
3.
UPL species 0 x 5 = 0
4.
Column Totals: 17 (A) 66 (B)
5.
Prevalence Index = B/A = 3.88
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
2 - Dominance Test is >50%
9.
3 - Prevalence Index is :53.0'
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% of total cover:
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1. Festuca rubra
10 Yes
FACU
'Indicators of hydric soil and wetland hydrology must be
2. Allium vineale
5 Yes
FACU
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
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.
15 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
8 20% of total cover:
3
height.
Woody Vine Stratum (Plot size: 30 )
1. Bignonia capreolata
2 No
FAC
2.
3.
4.
5
Hydrophytic
2 =Total Cover
Vegetation
50% of total cover:
1 20% of total cover:
1
Present? Yes No X
Remarks: (Include photo numbers here or on a separate sheet.)
Field Area (mowed in the summer)
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont -Version 2.0

SOIL Sampling Point: Up 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type' Loc2
Texture Remarks
0-3
10YR 4/2
100
Loamy/Clayey
3-12
10YR 4/6
80
10YR 4/3 20 D M
Loamy/Clayey
12-20
10YR 5/6
80
10YR 4/3 20 D M
Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
_Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
_Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
_Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
—Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_2 cm Muck (A10) (MLRA 147)
_Coast Prairie Redox (A16)
(MLRA 147, 148)
_Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: SVBP Site City/County: Union Sampling Date: 2-13-20
Applicant/Owner: SVBP@Self Storage, LLC State: NC Sampling Point: Wet1
Investigator(s): Petitgout Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): <1%
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.057630 Long:-80.657501 Datum:
Soil Map Unit Name: Cid Channery Silt Loam 1-5% Slope NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
_Saturation (A3) X
Oxidized Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
X Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_Iron Deposits (135)
X Geomorphic Position (D2)
—Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
X Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: Wetl
Tree Stratum (Plot size: 30 )
1. Liquidambar styraciflua
2. Acer rubrum
3.
4.
5.
6.
7
Absolute
Dominant
Indicator
% Cover
Species?
Status
15
Yes
FAC
15
Yes
FAC
30
=Total Cover
50% of total cover:
15
20% of total cover:
Saplinq/Shrub Stratum (Plot size: 15
)
1.
Acer rubrum
20
Yes
2.
Liquidambar styraciflua
20
Yes
3.
4.
5.
6.
7.
8.
9.
40
=Total Cover
50% of total cover:
20
20% of total cover:
Herb Stratum (Plot size: 5 )
1.
Microstegium vimineum
3
Yes
2.
Juncus effusus
10
Yes
3.
4.
5.
6.
7.
8.
9.
10.
11.
13
=Total Cover
50% of total cover:
7
20% of total cover:
Woody Vine Stratum (Plot size: 30
)
1.
Toxicodendron radicans
5
Yes
2.
Smilax rotundifolia
3
Yes
3.
4.
5.
0
FAC
FAC
8
FAC
FACW
9
FAC
FAC
8 =Total Cover
50% of total cover: 4 20% of total cover: 2
Remarks: (Include photo numbers here or on a separate sheet.)
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 8 (A)
Total Number of Dominant
Species Across All Strata: 8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100.0% (A/B)
Prevalence Index worksheet:
Total % Cover of: Multiply by:
OBL species 0 x 1 = 0
FACW species 10 x 2 = 20
FAC species 81 x 3 = 243
FACU species 0 x 4 = 0
UPL species 0 x 5 = 0
Column Totals: 91 (A) 263 (B)
Prevalence Index = B/A = 2.89
Hydrophytic Vegetation Indicators:
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is :53.0'
4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No
US Army Corps of Engineers
Eastern Mountains and Piedmont -Version 2.0

SOIL Sampling Point: Wet1
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
0-3
10YR 3/2
100
Loamy/Clayey
3-8
10YR 4/2
50
10YR 4/6 50 D PL/M
Loamy/Clayey
8-20
10YR 4/2
60
10YR 5/6 40 D PL/M
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 (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_2 cm Muck (A10) (MLRA 147)
_Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
_Black Histic (A3)
_Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
—Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
—Depleted Below Dark Surface (A11)
—Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_Redox Depressions (F8)
_Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) (LRR N,
_Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

U.S. Army Corps of Engineers Requirement Control Symbol
WETLAND DETERMINATION DATA SHEET— Eastern Mountains and Piedmont Region EXEMPT
(Authority: AR 335-15,
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R paragraph 5-2a)
Project/Site: SVBP Sewer City/County: Union Sampling Date: 8-26-19
Applicant/Owner: SVBP@Slef Storage, LLC State: Sampling Point: Up 2
Investigator(s): Petitgout Section, Township, Range:
Landform (hillside, terrace, etc.): sideslope Local relief (concave, convex, none): convex Slope (%): >1%
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.057630 Long:-80.657501 Datum:
Soil Map Unit Name: CID Channery Silt Loam 1-5% Slope NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
—Drainage Patterns (1310)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_Iron Deposits (135)
_Geomorphic Position (D2)
—Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont —Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: Up 2
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1. Pinus taeda
30
Yes
FAC
Number of Dominant Species
2. Liquidambarstyraciflua
10
Yes
FAC
That Are OBL, FACW, or FAC: 6 (A)
3. Acerrubrum
10
Yes
FAC
Total Number of Dominant
4.
Species Across All Strata: 7 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 85.7% (A/B)
7.
Prevalence Index worksheet:
50
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
25
20% of total cover:
10
OBL species 0 x 1 = 0
Saplinq/Shrub Stratum (Plot size: 15
)
FACW species 0 x 2 = 0
1. Ligustrum sinense
10
Yes
FACU
FAC species 85 x 3 = 255
2. Acer rubrum
10
Yes
FAC
FACU species 10 x 4 = 40
3.
UPL species 0 x 5 = 0
4.
Column Totals: 95 (A) 295 (B)
5.
Prevalence Index = B/A = 3.11
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
3 - Prevalence Index is :53.0'
20
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
10
20% of total cover:
4
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1. Microstegium vimineum
20
Yes
FAC
'Indicators of hydric soil and wetland hydrology must be
2.
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling/Shrub - Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb - All herbaceous (non -woody) plants, regardless
11.
of size, and woody plants less than 3.28 ft tall.
20
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
10
20% of total cover:
4
height.
Woody Vine Stratum (Plot size: 30 )
1. Toxicodendron radicans
5
Yes
FAC
2.
3.
4.
5
Hydrophytic
5
=Total Cover
Vegetation
50% of total cover:
3
20% of total cover:
1
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: Up 2
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
Matrix
Redox Features
(inches)
Color (moist)
%
Color (moist) % Type' Loc2
Texture Remarks
0-3
10YR 4/2
100
Loamy/Clayey
3-12
10YR 4/6
80
10YR 4/3 20 D M
Loamy/Clayey
12-20
10YR 5/6
80
10YR 4/3 20 D M
Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
—Black Histic (A3)
—Hydrogen Sulfide (A4)
_Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (A11)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
_Sandy Gleyed Matrix (S4)
_Sandy Redox (S5)
_Stripped Matrix (S6)
Dark Surface (S7)
Restrictive Layer (if observed):
Type:
Depth (inches):
Remarks:
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Loamy Mucky Mineral (F1) (MLRA 136)
—Loamy Gleyed Matrix (F2)
—Depleted Matrix (F3)
_ Redox Dark Surface (F6)
—Depleted Dark Surface (F7)
_ Redox Depressions (F8)
_Iron -Manganese Masses (F12) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric Soils3:
_2 cm Muck (A10) (MLRA 147)
_Coast Prairie Redox (A16)
(MLRA 147, 148)
_Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
_Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
3Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Hydric Soil Present? Yes No X
ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: SVBP -Sewer City/County: Union Sampling Date: 8-26-19
Applicant/Owner: SVBP@Self Storage, LLC State: NC Sampling Point: Wet2
Investigator(s): Petitgout Section, Township, Range:
Landform (hillside, terrace, etc.): Floodplain Local relief (concave, convex, none): concave Slope (%): <1%
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.057630 Long:-80.657501 Datum:
Soil Map Unit Name: Cid Channery Silt Loam 1-5% Slope NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes X No
Wetland Hydrology Present? Yes X No
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
—Surface Soil Cracks (136)
_Surface Water (Al) _True
Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
—High Water Table (A2) —Hydrogen
Sulfide Odor (Cl)
X Drainage Patterns (1310)
_Saturation (A3) X
Oxidized Rhizospheres on Living Roots (C3)
_Moss Trim Lines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C4)
_ Dry -Season Water Table (C2)
X Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (134) _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_Iron Deposits (135)
X Geomorphic Position (D2)
—Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
X Water -Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
X Depth (inches):
Water Table Present? Yes No
X Depth (inches):
Saturation Present? Yes No
X Depth (inches):
Wetland
Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants.
Sampling Point: Wet2
Absolute
Dominant
Indicator
Tree Stratum (Plot size: 30 )
% Cover
Species?
Status
Dominance Test worksheet:
1.
Platanus occidentalis
10
Yes
FACW
Number of Dominant Species
2.
Liquidambarstyraciflua
15
Yes
FAC
That Are OBL, FACW, or FAC: 6 (A)
3.
Acerrubrum
5
No
FAC
Total Number of Dominant
4.
Species Across All Strata: 6 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 100.0% (A/B)
7.
Prevalence Index worksheet:
30
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
15
20% of total cover:
6
OBL species 0 x 1 = 0
Saplinq/Shrub Stratum (Plot size: 15
)
FACW species 12 x 2 = 24
1.
Carpinus caroliniana
5
Yes
FAC
FAC species 45 x 3 = 135
2.
FACU species 0 x 4 = 0
3.
UPL species 0 x 5 = 0
4.
Column Totals: 57 (A) 159 (B)
5.
Prevalence Index = B/A = 2.79
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
X 2 - Dominance Test is >50%
9.
X 3 - Prevalence Index is :53.0'
5
=Total Cover
4 - Morphological Adaptations' (Provide supporting
50% of total cover:
3
20% of total cover:
1
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic Vegetation' (Explain)
1.
Microstegium vimineum
10
Yes
FAC
'Indicators of hydric soil and wetland hydrology must be
2.
Juncus effusus
2
No
FACW
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
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.
12
=Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
6
20% of total cover:
3
height.
Woody Vine Stratum (Plot size: 30 )
1.
Toxicodendron radicans
5
Yes
FAC
2.
Smilax rotundifolia
5
Yes
FAC
3.
4.
5
Hydrophytic
10
=Total Cover
Vegetation
50% of total cover:
5
20% of total cover:
2
Present? Yes X No
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL Sampling Point: Wet2
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
0-3
10YR 3/2
100
Loamy/Clayey
3-8
10YR 4/2
50
10YR 4/6 50 D PL/M
Loamy/Clayey
8-20
10YR 4/2
70
10YR 5/6 30 D PL/M
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 (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_2 cm Muck (A10) (MLRA 147)
_Histic Epipedon (A2)
_Thin Dark Surface (S9) (MLRA 147, 148)
_Coast Prairie Redox (A16)
_Black Histic (A3)
_Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
—Hydrogen Sulfide (A4)
—Loamy Gleyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
—Depleted Below Dark Surface (A11)
—Depleted Dark Surface (F7)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_Redox Depressions (F8)
_Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) (LRR N,
_Other (Explain in Remarks)
_Sandy Gleyed Matrix (S4)
MLRA 136)
—Sandy Redox (S5)
_ Umbric Surface (F13) (MLRA 122, 136)
3Indicators of hydrophytic vegetation and
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes X No
Remarks:
This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric
Soils, Version 8.0, 2016.
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

NC DWO Stream Identification Form Vercinn 4.11
Date: +
Project/Site: SIJBP 5R a
Latitude: 6s7z f
Evaluator: Re T-\,r
County: Umb N
Longitude: ; %a Z.
Total Points:
Stream is at least intermittent
Stream Determination (cirLIq oneOther
MAragieW5
if>_ 19 orperennial if? 30" r
Ephemeral Intermitten Perennia
P
e. Quad Name:
9
A. Geomorphology (Subtotal = ID }
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
3
2. Sinuosity of channel along thaiweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool.
ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
r2,1
3
5. Activelrelict floodplain
0
1
72
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
2
3
B. Headcuts
0
3
9. Grade control
0
0.5
1
1--b-n
10. Natural valley
0
-
1
1.5
11. Second or greater order channel
No"�
Yes = 3
artarciai ditches are not rated: see discussions in manual
B. Hydrology (Subtotal = fi? )
12. Presence of Baseflow
0
1
7
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
0.5
0
15. Sediment on plants or debris
0
.5
1
1.5
16. Organic debris lines or piles
0
1
1.5
17. Soil -based evidence of high w ter table?
No = 0
=
C. Biologv (Subtotal = `f? h )
18 Fibrous roots in streambed
1
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
(
1
2
3
22 Fish
r U2
1
1,5
23. Crayfish
0
0,5
1.5
24. Amphibians
- 0
0.5
I`
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 er =
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: �M. Yy
Sketch:

NC DWO Stream Identification Form Version 4.11
Date: -7 jZ , (q
Project/Site: ✓ OF
Latitude:
Evaluator:. �
County: UU I ��
Longitude: -
&6 -71Z
Total Points:
Stream is at least intermittent d
Stream Determination (cirqJ&xaM
Ephemeral Intermitten
Other M kTT Hato
if ? 19 or perennial if } 30"
erenma
e.g. Quad Name:
A. Geomorphology (Subtotal =
Absent
Weak
Moderate
Strong
18 Continuity of channel bed and bank
0
1
2
3
2 Sinuosity of channel along thalweg
0
1
3
3. In -channel structure: ex, riffle -pool, step -pool,
ripple -pool sequence
0
1
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.
1
1,5
11. Second or greater order channel
r" o = 0_-
Yes =. 3
artificial ditdhes are not rated; see discussions in manual T
B. Hvdrologv (Subtotal = )
12. Presence of Baseflow
0
^, 1
2
3
13. Iron oxidizing bacteria
0
; f 1
2
3
14. Leaf litter
1.5
117
0.5
0
15 Sediment on plants or debris
0
0
0,5
1
1.5
16. Organic debris lines or piles
0.5
1
1.5
17 Soil -based evidence of high water table?
No = 0
Yes = 3 '
U. E310109v (Subtotal =
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants in streambed
2
1
0
20 Macrobenthos (note diversity and abundance)
0
1
2
3
21 Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23, Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0 '
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBI = 1.5 Other = 0 1
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:

NC DWO Stream Identifientinn Form vprcinn A 11
Date: � , Z �e }
Projectf5ite: 3Vt3?
Latitude: 31" -
J , o5G-o2-
Evaluator:
County: v i �(�
Longitude: - 80. KS-X?a
Total Points: r rf
Stream is at least l errt
Stream Determination (circle oon
Other Y14ArF7l-1CWg
s.
if ? 19 or perennial If z 30` �
if 30
Ephemeral Intermittent erP enni2lj �
_ _�
e. g. Quad Name:
A. Geomorphology (Subtotal = %
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3. In -channel structure: ex. riffle -pool, step -pool.
ripple -pool se uence
0
1
3
4. Particle size of stream substrate
0
1
2
f
5. Active/relict floodplain
0
1
3
6. Depositional bars or benches
0
1
3
7 Recent alluvial deposits
0
1
3
8 Headcuts
0
1
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1 .
1.5
11. Second or greater order channel
No = 0
- es =
a artificial ditches are not rated, see discussions in manual
B. Hvdroloav (Subtotal = II ]
'
12. Presence of Baseflow
0
i
2
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.
1
0.5
0
15. Sediment on plants or debris
0
0.5
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high wat r table?
No = 0
es =
t✓. bimav t5uatotal = i I
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
0
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
5
f
1
1.5
23. Crayfish
0
6.5
Ty
1.5
24. Amphibians
0.5
1
1.5
25 Algae
Q
o.5
1
1.5
26. Wetland plants in streambed
FACW =
.75; OBL = 1.5 er =
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: k�4
I
Sketch:
I
i

NC DWQ Stream Identification Form Version 4.11
Data: s Z(o , f � Project/Site:_5V Q �� Latitude: r �-� t
Evaluator: �� County: U ,J� Longitude:- 30,C,5 C {8'
Total Points: l Stream Determination (circle one) Other
Sr2reamipeleast
nniaintermittent Ephemeral ntermi n Perennial e.g. Quad Name:
if _ 79 or perennial if z 30'
A. Geomorphology (Subtotal =)
Absent
Weak
Moderate
Strong
1' Continuity of channel bed and bank
0
1
3
2. Sinuosity of channel along thalweg
0
1
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
i%
2
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
r
3
6. Depositional bars or benches
0
1
y
3
7. Recent alluvial deposits
0
1
3
8. Headcuts
0
1
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11, Second or greater order channel
No = 0
Yes = 3
aruna211 aitcnes are not ra[ea; see aiscussions in manual
B_ Hvdroloov (Subtotal = 1
12. Presence of Baseflow
0)1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1 5
1
.5
0
15. Sediment on plants or debris
0
0.5
1.5
16. Organic debris lines or piles
0
0.5
r1i
1.5
17. Soil -based evidence of high water table?
No = 0
es = 3
u. bioioQV (Subtotal = t
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
&
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
)
0.5
1
1-5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
(Other-- D_
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: - `
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: & {
Project/Site: r� sis�ld
Latitude: 3�,Z1�
Evaluator: +� y(J
County: (, jo
Longitude: - aF3' �'STotag
Strew Points: , r� C
Stream is at least intermittent G�
Stream Determination (circle one
Ephemeral Intermitten
Other M Atl 74eV1j
if ? 19 or perennial if ? 30"
i23
p _ erenni
e. Quad Name:
9�
l
A. Geomorphology (Subtotal = 7
Absent
Weak
Moderate
Strong
12' Continuity of channel bed and bank
0
1
2
2. Sinuosity of channel along thalweg
0
1
2
3. In -channel structure: exriffle-pool, step -pool,
ripple -pool sequence
0
1
iD
3
4. Particle size of stream substrate
0
1
2
5. Activelreiict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
3
7, Recent alluvial deposits
0
1
r'_'__ N
3
8. Headcuts
0
1
2
;3
9. Grade control
0
0.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
No = 0
'Yes = 3
CULMUM UILU=76 dlt7 HUL Id LL-0, 5Ce o15G sslon5 In manual
B. Hvdroloav (Subtotal = 1( }
12. Presence of Baseflow
0
1
2
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
17
1.5
16. Organic debris lines or piles
0
1 0.5
177
1 1.5
17 Soil -based evidence of high water table?
No = 0
es = 3
C. Biolow (Subtotal = -1? }
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1)
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
.0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0 75: OBL = 1.5' Other =
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: a<psYYi Syvz=L'
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: �, ��, l�
Project/Site: Svx3P 5f%qt-*-
Latitude: 35,0SZ � 5-
Evaluator:
County:
Longitude: - !D, �s�l
Total Paints:
Stream is at least intermittent �� /)
rf
Stream Determination (circle one)
Ephemeral
Other 61 ATTl'-s W
rf � f 9 orperennial if a- 3Q' �
{ Intermitter Perennial
e.g. Quad Name:
A. Geomorphology (Subtotal = }
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
2
3
2. Sinuosity of channel along thalweg
0
2
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
0
'
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1.
2
3
8. Headcuts
0
1
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
'0.5'
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
"artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5 ,'
1
1 5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3�
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
0 1
1
2
3
21. Aquatic Moilusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0.5
1
1.5
25. Algae
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
ther = 0
"perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: �T�s%f ►'•'t }� SwY�'
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date:
ProjectlSite: P
s -
Latitude:
3� . 04497 6
Evaluator: ��-r-".- U J�
County:
Longitude:
Total Points: �� C
Stream is at intermittent e 7
Stream Determ' do circle one)
Other �"35
arena
if ? Igor perennial if a 34'
Ephemeral ntermittertt Perennial
P
e. Quad Name:
9
A. Geomorphology (Subtotal = 9 S )
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
3
2 Sinuosity of channel along thalweg
0
3
3. In -channel structure: ex riffle -pool, step -pool,
ripple -pool sequence
0
2
3
4. Particle size of stream substrate
0
2
3
5. Active/relict floodplain
0
,
2
3
6. Depositional bars or benches
0
1
3
7_ Recent alluvial deposits
0
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0
05
1.5
10. Natural valley
0.5
1
1.5
11. Second or greater order channel
o = 0
Yes - 3
artificial ditches are not rated; see dis us . ns in manual
B. Hydrology (Subtotal =
12. Presence of Baseflow
0 /
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
05
0
15. Sediment on plants or debris
0
0.
1
1.5
16. Organic debris lines or piles
0
0.5
1'
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
L. Biology Subtotal = ; )
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
'2 _-
1
0
20. Macrobenthos (note diversity and abundance)
0`
2
3
21. Aquatic Mollusks
0 .
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0'.
0.5
1
1.5
25. Algae
0
0.5
FACW = 0.75: OBL = 1.5
1 1.5
Otttdt-= 0
26. Wetland plants in streambed
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: f S'sJyZ�
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: i
Project/Site:
Latitude: 55-014 $ IF D
Evaluator:
County: County: 1
Longitude: Lon
� -�.��to7
Total Points:
Stream is at least intermittent
Stream Determination (circle one
Other YV krrrC ''�
if _ 19 or perennial if >_ 30*
Ephemeral Intermitten erenni
e.g. Quad Name:
0-1
A. Geomorphology (Subtotal = a
Absent
Weak
Moderate
Strong
1a Continuity of channel bed and bank
0
1
2
;3
2. Sinuosity of channel along thalweg
0
1
/-2.
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
v3
4. Particle size of stream substrate
0
1
3
5. Activelrelict floodplain
0
1
3
6. Depositional bars or benches
0
1
3
7. Recent alluvial deposits
0
2
3
B. Headcuts
0
�__
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
o = 0
Yes = 3
aninciai wicnes are nor ra[ea; see aiscussions in manual
B. Hydrology (Subtotal = 10 l
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
' l
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
U. 1:110100V (Subtotal
18. Fibrous roots in streambed
f
2
1
0
19. Rooted upland plants in streambed
2
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0
0.5
0.5
1
1
1.5
1.5
23. Crayfish
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5 Other = 0
*perennial streams may also be identified using other, methods See p. 35 of manual.
Notes: F*��
Sketch:

�d renwp'1'p
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTAUON
ROY COOPER
GOVERNOR
June 18, 2018
Peter Brown
500 N. Main St
Monroe, NC 28112
Subject: Radiator Rd
Encroachment Number: 18-092-V
Dear Mr. Brown,
JAMES H. TROGDON, III
SECRJ:7'ARY
Enclosed are the executed copies of the subject encroachment contracts. These encroachments
are approved subject to the attached provisions. Please read and have all subcontractors read
these provisions.
If you have any questions about these special provisions, please contact Robert Weltner,
Engineer Technician, at [phone] in Monroe.
Sincerely,
Scott Cole, P.E.
Division Engineer
CLA
cc: District Field Copy
File
MailingAddrv,w:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
130 S. su'THERLAND AVENUE
MONROE, NC 28112
Telephone: [phone]
ras: [phone]
Cirdamer Service: 1-877-3684448
Website: www.nedot.gov
Location:
130 S. SUTHERLAND AVENUR
MONROE, NC 29112

Special Provisions
No Open Cut
18-092-U
Page 1 of 6
1. NCDOT WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM
The North Carolina Department of Transportation is in the process of developing a Work Zone Traffic
Control Qualification & Training program that will begin its implementation in 2009. This program will
require qualified and trained Work Zone Flaggers in every flagging operation (July 2009), qualified and
trained Work Zone Traffic Control Installers on every traffic control installation (January 2010) and
qualified and trained Work Zone Traffic Control Supervisors on Significant Projects (July 2010). It is
intended for the program to include anyone working within NCDOT Right of Way including work
associated with NCDOT construction and encroachment agreements as well as well as all NCDOT
operations.
Training for this certification will be provided by NCDOT approved training sources and/or private
entities that have been pre -approved to train themselves. Additional information will be provided as this
program progresses. If you have questions, contact our web $ite at www.ncdot.org_/-w , or contact
Meredith McDiarinid, P.E. with NCDOT Work Zone Traffic Control Unit at [phone] or
mmediarmidnedot.go_v.
2. The encroaching party shall notify the District Engineer's office inspector Robert Weltner at telephone (704)
218-5100 or reweltner ncdot. ov 48 hours prior to beginning construction and after construction is complete,
so a final inspection can be made. Please reference the encroachment number when notifying NCDOT.
3. The encroachment applicant shall have one (1) year from the approval date to start work. if work is not started
within this one (1) year time period, the encroachment contract will become void, thus requiring written
authorization from the District Engineer's office to proceed with construction.
4. The Manager of Right -of -Way, Division Engineer or a Representative thereof, reserves the right to stop work
for non-compliance with the terms of this contract.
5. An executed copy of this encroachment agreement shall be present at the construction site at all times during
construction. If safety or traffic conditions warrant such an action, NCDOT reserves the right to further limit,
restrict or suspend operations within the right of way.
6. NCDOT does not guarantee the right of way on this road, nor will it he responsible for any claim for damages
brought about by any property owner by reason of this installation.
7. The encroaching party is required to contact the appropriate Utility Companies involved and make satisfactory
arrangements to adjust the utilities in conflict with the proposed work prior to beginning construction.
Excavation within 500' of a signalized intersection will require notification by the party of the second part to
Traffic Services at telephone number [phone]. All traffic signal or detection cables must be located prior
to excavation.
9. The encroaching party shall comply with all applicable Federal, State and local environmental regulations and
shall obtain all necessary Federal, State and local environmental permits, including but not limited to, those
related to sediment control, stormwater, wetland, streams, endangered species and historical sites.
10. It is the responsibility of the encroaching party to secure any needed environmental permits and/or
authorizations prior to beginning construction. Permit authorizations from the US Army Corps of Engineers
Asheville Regulatory Field Office, [phone], and the NC Division of Water Quality Mooresville
Regional Office, [phone], are required for any stream or wetland impacts. If you, or your
representative, determine that no permits or authorizations are needed, attach a letter of verification to the
encroachment application stating such.

Special Provisions
No Open Cut
18-092-U
Page 2 of 6
11. It should be noted that there are federally protected plant species found within the Department of Transportation
rights of way. While the department makes every effort to assure that these roadside populations are identified
by posting "Do Not Mow" signs, it is the responsibility of the encroaching party to assure that these populations
remained undisturbed. Assistance with threatened and endangered species issues can be obtained through the
US Fish and Wildlife Service Asheville Field Office [phone].
12. The encroaching party or the highway contractor shall not place or erect any advertising sign, price list, flag, or
other identifying marker for the purpose of attracting attention to the site, either fixed or movable, on or
extending over any portion on the highway right of way.
13. The contractor shall not begin the construction until after the traffic control and erosion control devices have
been installed to the satisfaction of the District Engineer.
14. All personnel working within the right of way shall wear safety vests at all times.
15. Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight. The Contractor shall
comply with all OSHA requirements and provide a competent person on site to supervise excavation at all
times.
16. The disturbed area shall be left in a safe, neat, and satisfactory condition daily.
17. All fill areaslbackfill shall be compacted to 95% density in accordance with AASHTO T99 as modified by the
NCDOT. All material to a depth of 8 inches below the finished surface of the subgrade shall be compacted to a
density equal to at least 100% of that obtained by compacting a sample of the material in accordance with
AAS14TO T99 as modified by the Department. The subgrade shall be compacted at a moisture content which is
approximately that required to produce the maximum density indicated by the above test method. The
contractor shall dry or add moisture to the subgrade when required to provide a uniformly compacted and
acceptable subgrade.
18. Complete restoration including fertilizing, seeding, and mulching shall be established on all disturbed areas in
accordance with the recommendations of the Division Roadside Environmental Engineer within a maximum of
twenty-one (21) days of the initial disturbing activity.
19. All Seeding and Mulching Shall be in accordance with Section 1660 of the NCDOT Standard Specifications for
Roads and Structures, 2018
20. All Erosion Control Devices shall be installed in accordance with DIVISION 16 — EROSION CONTROL AND
ROADSIDE DEVELOPMENT of the N.C. Standard Specifications for Roads and Structures, 2018
21. Proper temporary and permanent measures shall be used to control erosion and sedimentation in accordance
with all local, State and Federal regulations.
22. All materials and workmanship shall conform to the N. C. Department of Transportation's Standards and
Specifications Manuals.
23. Strict compliance with the Policies and Procedures for Accommodating Utilities on Highway Rights of Way
manual shall be required.
24. The resetting of the Control of Access fence shall be in accordance with the applicable NCDOT standard and as
directed by the District Engineer.
25. Any utility placed on existing unpaved roads are subject to be relocated due to paving operations by the state.
The encroaching party shall be responsible for the relocation if required,

Special Provisions
No Open Cut
18-092-U
Page 3 of 6
26. Any utility placed on state right of way is subject to being relocated due to roadway improvements. The
encroaching party shall be responsible for the relocation if required.
27. The utility shall be buried around bridges and around or under all pipe culverts, it shall be located a minimum of
10' from the nearest part of the pipe culvert and bridge and at a minimum depth of 2' below the stream bed.
28. The encroaching party shall obtain proper approval from all affected pole owners prior to attachment of
equipment to any pole. Failure to do so is a violation of the encroachment agreement. Approval can be
rescinded and the facilities removed at the encroacher's expense.
29. Any drainage structure disturbed or damaged shall be restored to its original condition as directed by the
District Engineer.
30. Any disturbed guardrail shall be reset according to the applicable standard or as directed by the District
Engineer.
31. All driveways altered during construction shall be returned to a state comparable with the condition of the
driveways prior to construction.
32. Right of Way monuments disturbed during construction shall be referenced by a registered Land Surveyor and
reset after construction.
33. The party of the second part agrees to provide traffic control devices, lane closures, road closures, positive
protection and/or any other warning or positive protection devices necessary for the safety of road users during
construction and subsequent maintenance. This shall be performed in conformance with the latest NCDOT
Roadway Standard Drawin s and Standard S eci nations for Roads and Structures and amendments or
supplements thereto. When there is no guidance provided in the NCDOT Roadwa Standard Drawings and
Standard Specifications for Roads and Structures, comply with the Manual on Uniform Traffic Control Devices
for Streets and Highways and amendments or supplements thereto. Information as to the above rules and
regulations may be obtained from the NCDOT Division Engineer.
34. Ingress and egress shall be maintained to all businesses and dwellings affected by the project. Special attention
shall be paid to police and fire stations, Ere hydrants and hospitals.
35. Any work requiring equipment or personnel within 5' of the edge of any travel lane of an undivided
facility and within 10' of the edge of any travel lane of a divided facility shall require a lane closure with
appropriate tapers.
36. Work shall not be performed on both sides of the road simultaneously within the same area.
37. No access, parking or material storage shall be allowed along or from Control of Access highways. No parking
or material storage shall be allowed along the shoulders of any state- maintained roadway.
38. During non -working hours, equipment shall be parked as close to the right of way line as possible and be
properly barricaded in order not to have any equipment obstruction within the Clear Recovery Area.
39. All roadway signs that are removed due to construction shall be reinstalled as soon as possible. Damaged signs
shall be replaced at the expense of the encroaching party.
40. Excavation material shall not be placed on the pavement. Drainage structures shall not be blocked with
excavation materials.

Special Provisions
No Open Cut
18-092-U
Page 4 of b
41. The utility shall be installed outside of the theoretical 1:1 slope from the edge of pavement to the bottom of the
nearest excavation wall; otherwise, Special Provision number 42 applies.
42, All excavations inside the theoretical 1:1 slope from the existing edge of pavement to the bottom of the nearest
trench wall shall be made in accordance with the following conditions:
a. Active excavation shoring, such as sheet piling shall be installed. The design of the shoring shall include
the effects of traffic loads. The shoring system shall be designed and seated by an engineer registered in
North Carolina. Shoring plans and design calculations shall be submitted to the Division Engineer for
review prior to construction. Trench boxes shall not be accepted as shoring.
b. The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be backfilled in
accordance with Section 300-7 of the 2018 N['DOT Standard. eci 1cations or Roads rid Structures,
which basically requires the backfill material to be placed in layers not to exceed 6 inches loose and
compacted to at least 95% of the density obtained by compacting a sample in accordance with ASSHTO
T99 as modified by DOT.
c. A qualified NCDOT inspector should be oil the site at all times during construction. The encroaching
party should be required to reimburse NCDOT for the cost of providing the inspector. If NCDOT cannot
supply an inspector, the encroaching party (not the utility contractor) should maize arrangements to have a
qualified inspector, under the sapervision of a Professional Engineer registered in North Carolina, on the
site at all limes. The Registered Engineer should be required to certify that the utility was installed in
accordance with the encroachment agreement and that the backfill material meets the Statewide Borrow
Criteria.
d. All trench excavation inside the limits of the theoretical one-to-one slope, as defined by the policy, shall
be completely backfilled and compacted at the end of each construction day. No portion of the trench
shall be left open overnight.
43. All temporary and final pavement markings are the responsibility of the encroaching party. Final pavement
markings and sign plans shall be submitted to the Division Traffic Engineer at telephone [phone] for
review and approval.
44. Open Cutting of Pavement will not be allowed.
45. A qualified department of transportation inspector shall be on thc site as needed during construction.
46. All manholes, splice boxes and other appurtenances within NCDOT right of way shall be located at the right of
way line. Manholes, splice boxes and/or vaults shall not be placed in the ditch line, side slopes of the ditches or
in the pavement.
47, All manholes, splice boxes and/or vaults within NCDOT right of way shall be of a pre -approved design. If any
proposed structure is not of a design pre -approved by NCDOT, the encroaching party shall submit details
calculations signed and sealed by a Professional Engineer for approval prior to construction. Please contact
Project Services to obtain the approved list.
48. Directional drilling methods have not been given statewide approval for use on NCDOT right of way. Under no
condition shall jetting alone or wet boring with water of utility pipelines be allowed. Directional boring using
jetting with a Bentonite (or equivalent material) slurry is approved at a minimum depth of ten (f 0) feet below
the pavement surface [fifteen (15') feet below the surface of partial and/or full control of access roads] and five
(5') feet below any ditch line. Directional boring is not allowed in embankment material. Directional boring is

Special Provisions
No Open Cut
18-092-U
Page 5 of 6
allowed beneath embankment material in naturally occurring soil. Any parallel installation utilizing the
directional boring method shall be made at a minimum depth of three (3') feet (cover) below the ground surface
and outside the theoretical 1.1 slope fi-om the existing edge of pavement except where the parallel installation
crosses a paved roadway. All directional bores shall maintain ten (10) feet minimum (clear) horizontal distance
from the nearest part of any structure, including but not limited to bridges, footings, pipe culverts or box
culverts. Ali directional bores shall maintain ten (10) feet minimum (clear) vertical distance from the nearest
part of pipe culverts or box culverts. Directional bores are not allowed beneath bridge footings, culvert
wingwall footings or retaining walls. The tip of the drill string shall have a cutter head. Detection wire shall be
installed with non-ferrous material. Any changes shall be submitted to the District Engineer for approval prior
to construction. For multiple conduit installations (including perpendicular & parallel installations), install
conduits with five (5) feet minimum horizontal separation between each conduit or install multiple conduits
within a single duct. An overbore shall not be more than two (2") inches greater than the diameter of the
pipe or encasement. An overbore exceeding two (2") inches greater than the diameter of the pipe or
encasement will be considered if the encroachment agreement includes a statement signed and scaled by
a North Carolina Registered Professional Engineer indicating that an overbore in excess of two 2"
inches of the diameter of the pipe or encasement will arch and no damage will be done to the pavement or
sub -grade. HDPE pipe installed by directional boring shall not be connected to existing i e or AAin s
for one (I) week from the time of installation to allow tensional stresses to relax.
49. Encasement shall extend from ditch line to ditch line in cut sections, 5' beyond the toe of slope in fill sections,
and 3' behind curb and gutter in curb and gutter sections.
50. Detection tape shall be buried in the trench approximately 1 foot above the fiber optic cable. Where conduit is
installed in the right of way and is not of ferrous material, locating tape or detection wire shall be installed with
the conduit.
51. Do not place valves, meter boxes or any such appurtenances in the ditch line.
52. Regulator stations, metering stations, cathodic test stations and anode beds are not permitted within the NCDOT
right of way; however, header wires are permitted.
53. Provide a means of collecting and containing drilling fluid/slurry that returns to the surface such as a slurry pit.
Provide measures to prevent drilling fluids from entering drainage ditches and storm sewer systems. Prevent
drilling fluid/slurry from accumulating on or flowing onto pedestrian walkways, driveways and streets.
Immediately remove all drilling fluids/slurry that are accidentally spilled.
54. Transport waste drilling fluid/slurry from site and dispose of in a method that complies with Federal, State and
local laws and regulations.
55. Maintain pedestrian access at all times. When existing pedestrian facilities are disrupted, closed or relocated,
provide temporary facilities that are detectable and include accessibility features consistent with the features
present in the existing pedestrian facility. Do not sever or move pedestrian facilities for non -construction
activities such as parking for vehicles and equipment.
56. All lanes of traffic are to be open during the hours of 6:00 A.M. to 9:00 A.M. and from 4:00 P.M. to 6:00
P.M., or as specified by the District Engineer. Two-way traffic on one 12-foot lane shall be maintained at
all times.

Special Provisions
No Open Cut
18-092-U
Page 6 of 6
In addition, the Contractor shall not close or narrow a lane of traffic, detain and/or alter the traffic flow ou
or during holidays, holiday weekends, special events, or any other time when traffic is unusually heavy,
including the following schedules;
HOLIDAY AND HOLIDAY WEEKEND LANE CLOSURE RESTRICTIONS
1. For unexpected occurrence that creates unusually high traffic volumes, as directed by the
Engineer.
2. For New Year's Day, between the hours of 6:00 A.M. December 31st and 9:00 A.M.
January 2nd, If New Year's Day is on a Friday, Saturday, Sunday or Monday, then Until 9:00
A.M. the following Tuesday.
3. For Easter, between the hours of 6:00 A.M. Thursday and 9:00 A.M. Monday.
4. For Memorial Day, between the hours of 6.00 A.M. Friday and 9.00 A.M. Tuesday.
5. For Independence Day, between the hours of 6:00 A.M. the day before Independence Day and
9.00 A.M. the day after Independence Day.
If Independence Day is on a Friday, Saturday, Sunday or Monday, then between the how-s of
6:00 A.M. the Thursday before Independence Day and 9:00 A.M. the Tuesday after Independence
Day.
6. For Labor Day, between the hours of 6:00 A.M. Friday and 9:00 A.M. Tuesday.
7. For Veteran's Day, between the hours of 6:00 A.M. Thursday through 9:00 A.M. Monday.
& For Thanksgiving Day, between the hours of 6:00 A.M. Tuesday and 9:00 A.M. Monday.
9_ For Christmas, between the hours of 6:00 A.M. the Friday before the week of Christmas Day and
9:00 A.M. the following Tuesday after the week of Christmas Day.
Holidays and holiday weekends shall include New Year's, Easter, Memorial Day, Independence Day, Labor
Day, Thanksgiving, Veteran's Day and Christmas. The Contractor shall schedule his work so that lane
closures will not be required during these periods, unless otherwise directed by the Engineer.

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ROUTE Old Monroe Road
(SR 1009) & BY
Public RiW
STATE OF NORTH CARQLINA
PROJECT Radiator Road Light COUNTY OF Union
Industrial Park
DEPARTMENT OF'TRANSPORTATION
AND-
SVBP 6Radiator LLC.
2627 8rekonrid e.Centre Drive Monroe,NC 28110
-AND-
Union Count
600 N. Main Street, Monroe, NO 28112
THREE- PARTY RIGHT OF WAY
ENCROACHMENT AQREEMFNT'ON
PRIMARY AND SECONDARY SYSTEM
IS . 09P,- U
THIS AGREEMENT, made and entered Into this the -27_ day of rjn •20 18 by and between the Department
of Transportation, party of the first part; and �SVBP @ Radiator LLC
party of the second part; -and Unlon Count
party of the.ihlyd-part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) Old Monroe Road (SR 1009) & 80' Public RAN'_ , located +1- 3,730 LF notth-west of the lntersectlorl of
Wesley, Chapel -Stouts Road and Old Monroe Road, and running er ondicular to Old Monroe Road +! 100 LF across,the
'Width of the public right-qlfway and within an undeveloped 80' publle R1W +i-21100 LF-along the len Ih of the r1lit of way.
with the construction andlor.ereclion of. +1-100 LF 8" DIP Bawer. Main lnsfde 80•LF of 16" steei.casing, bored -by Jack &_Fiore.
Method under Old' Moriree Road as well as f1-2,100 LF K PVC Sewer Main Installed by trenching the unimproved
rt ht.of way as shown on the attached plans.
WHEREAS, It Is to the material advantage of the party of the second part to effectthis encroachment, and the patty of
the first -part in Iho.exo(cise of authority conferred upon it by statute, Is willing to permit the encroachment withlnlhe limits of the
right of way as Indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT I&AGREED (hat the party of the first part herehy-geanls to -the party of the second part the right
and prl0gge-t6:make this encroachment as shown op attached plan sheel(s), specificalions.and sppelal prdvistdns which are
matte a part hereof upon the following conditions, tp wit;
That the Inlallallon, oparalion, and maintenance of t)e.ebDva described facility will be..aawmpllshed In accordance with the party of.
the first part's latest OLICIES AND PROCEDURES r-QRACC00DATINl9UTiLJTIHS ON HIGHWAY RIGHTS-0 WAY, and -such,
revtstons end amendments thereto ai.may be In effect at the date-ofthls agreement, Information as to these policies and procedures
may be.oblalned from the Division Englneer or State Utility Agent of the party of the first pad..
That the said party o11he second -part binds and obligates himself to Install and maintain the encroaching facility In such safe and proper
condition that -a will.not Interfere with of endanger travel upon Bald highway, nor obstruct nor interfere with Ilre proper maintenance
Ihercor, to reimburse the pemy of the first part for file cost[nsurrad for any repafmor malntenance to.lis roadways and structures.
liecosnary due to installatlon,and exfslenee of the facllities of the pudy'of the second pad, and if at any time lha.pady.of the fhsl,part shall
-require the removar of or changes in Iho Walton of the safd-facilllles, ihal the said party of She second pad binds hlmselr; his successors
and assigns, to promptly removs,or alter the. Bald racllitlas, In order to conform to the said requirement, Without any cast 19 the party of life,
Wpl,pad.
That the party of the second pall agrees to provlds during consimellon and any subsequent malntenance props[ slgns, s(pnot lights"
flagmen and, other warning devlcea for the prclecllon of trafffo In conformance with the latest Manua o U o a o Ca 1 a Dev tas
ror 51rea[s•and Hishways and Amendments or Supplements thereto. Information as to the above rules and regulations may.ho eblatned
from the Division Engineer or the -party of the first.
That the party q-the second part -hereby agrees to Indemnlfy and save harmless the party of the first part (ram all damages and claims
for. damage that may arise by reason of the installallon and maintenance of this encroachment,
That the party of the seoortd parLagrsas to restore as areas disturbed during Installation end malntenahce to the sagsfectloo-of the
Dlvlslan Engineer of Ike party of the first part. The, party of the second pail agrees to exercise every reasonable precaution during
construction and maintenance 10 prevent eroding of call; sitting or pollution of rivers, streams, takes, reservoirs, other water ,
Impoundments; ground -Surfaces oralher property; or pollutlon.of the air, There shall he compllanco with applicable rules and'regulallons
of the North Ceralina Dlvislon of Environmental Managefnanl, Nodlf Carolina Sodlmanlallon Control Commisstan, ehd wltl l oidlnance3
and regulations of-vadbus counties, muntolpallllas and other official agencies relultng to pollution preventlDn and conlrO. When any
installation or maintenance operallon disturbs the ground surface and existing ground cover; the party or the second pad agrees 10
remove and replace the sad or otherwise resslabgsh (he grass cover to meal the satisfaction of the Division Engineer of the party of the
first - part.
That the partyof the second pad.agrees to nssuma the actual cost of any,inspectlon 0 the work cvnsldered to qa necessary by the
'Dlyjsfan Engineer of the party ofnte,f1rsl pad.
That the party of rite second part agrees to have avellable at the construction site, at:all tlmas during constwdlon, a copy of [his
agreement shdwtng.evidence of -approval by the party orlhe first part. Tho.party pf the first pad reserves the right to slop all.work unless
evidence or approval can be shown.
Provided the work contained In -tots agreement is being performed on a completed highway epefl le traffic; the party of the second -pad
agreas•lo'give written notice to the Division Engineer of ilia party of 1ha,firsl'pan when all work contained herein bus been completed.
Upless specllically requested by the party of Ihs.firsl pert, wrlaen nollce of completion of work on highway prolecta under construction wlii
not be required.
That In the.oase of-noncompllance with the terms of We agreemenl.by tha party of the second pad, the party of 1heiVrst part reserves
the right to slop all work until the facility has been brought Into compliance or removed from the dghtofway at no cost to fhe,puriy of the
grsl part.
That Il is agreed -by both pariles that this agreement shall becoma vold iraelual construction of the work contemplated hafelh'Is,not
FORM RIVV 16.6
Rev. July 1, 1977

begun within one (1) year from the date of authorization by the party of the first part unless written waiver Is secured by the party a[ the
second part from the party of the first part.
During the performance of this contract, the second party, for itself, its assignees and successors in interest (hereinafter referred to as
the 'contractor), agrees as follows:
a, Corapllance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination In Federally -
assisted programs of the U. S. department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be
amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and
made a part of this contracL
b. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the
grounds of race, color, or national origin In the selection and retention of subcontractors, including procurements of materials
and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by
Section 21.6 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B
of the Regulations.
c. Solicitations for Subcontracts, including Procurements of Materials and Pguipmenl: In all solicitations either by competitive
bidding or negotiation made by the contractor for work to be performed under a subcontract, Including procurements of
materials or leases of equipment, each potential subcontractor or supplier shall be notif.ed by the contractor of the
contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds Of race, color, or
national origin.
d. Information and Reports; The contractor shell provide all information and reports required by the Regulations, or directives
issued pursuant thereto, and shall permit access to) Its books, records, accounts, other sources of Information, and its
facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent
to ascertain compliance with such Regulations or directives. Where any infannation required of a contractor is In the
exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify 10 the
Departrnent of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has
made to obtain the inforrrmallon.
a. Sanctions for Noncom lianee: In the event of the contractor's noncompliance with the nondiscrimination provisions of this
contract, the Department of Transportation shall impose such contract sanctions as it or the Federal Highway Administration
may determine to be appropriate, including, but not limited to,
(1) withholding of payments to the contractor under the contract until the contractor complies, and/or
(2) cancellaUon, termination or suspension of the contract, in whole or in part.
f. Incorporation of Provisions: The contractor shall include the provisions of paragraphs 'a' through'r in every subcontract.
Including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives Issued
pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department
of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including
sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved In, or Is threatened with,
litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of
Transportation 10 enter into such litigation to protect the interests of the State, and, in addition, the contractor may request
the United States to enter Into such litigation to protect the interests of the United States.
That when title to the subject that constitutes the aforesaid encroachment passes from the party of the second part
and vests in the party of the third part, the party of the third part agrees to assume all responsibilities and rights and to
perform all obligations as agreed to herein by the party of the second part.
RIW (160) ; Party of the Second Part certifies that this agreement is true and accurate copy of the form
RM (166) incorporating all revisions to date.
IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and
year first above written.
ZWI�Ld
0
Johnathan McCall
Operations Manager
WITNESS;
Lynn G. West
Clerk to the Board
DEPARTMENT OF TRANSPORTATION
BY: flm6
DIVISLION ENGINEER
S _
David Cuthbertson, Manager
SVBP @ Self Storage, LLC.
2627 Brekonridge Centre Drive Monroe, NC 28110
Second Party
Union Co B '
Cynthia Cato
County Manager
Third Party

FILED
UNION COUNTY, NC
CRYSTAL D. GILLIARD
REGISTER OF DEEDS
FILED Mar 29, 2019
AT 11:05 am
BOOK 07339
START PAGE 0617
END PAGE 0620
INSTRUMENT # 08000
EXCISE TAX (None)
KSE
Drafted by & Return to: Union County Public Works 500 North Main Street. Suite 500 Monroe NC 28112-4730
Affecting Tax Parcel: 07-090-002B
Sanitary Sewer Line Easement
DATE: 5/,? 9/l
GRANTORS: 2 GEN HOLDINGS, LLC
GRANTEE: UNION COUNTY, a political subdivision of North Carolina
Address: c/o Public Works Department
500 North Main Street, Suite 500
Monroe, NC 28112-4730
In consideration of $1 and other valuable considerations, receipt acknowledged, Grantors hereby grant and convey to
Grantee a temporary construction easement and a perpetual right, privilege and easement, appurtenant to and running with the
land and for the following defined purpose and as hereinafter described.
Grantee, its employees, agents, contractors, subcontractors and assigns to have the right, privilege, and easement to
enter upon the land for purposes of excavating, constructing, installing, inspecting, maintaining, repairing, replacing, improving,
making alterations, and operating in, upon, across, under and through the land in a proper manner, a SANITARY SEWAGE
COLLECTION/ OUTFALL LINE, together with the right to transport sewage through the same, together with right to install
line, taps, appliances, manholes, force main, pump station, and other apparatus pertaining to constructing and maintaining the line.
Grantee, its employees, agents, contractors, subcontractors and assigns is also granted the right to enter Grantor's land which
shall be confmcd to streets, road and driveways when they exist at the time entry is necessary and when they are adequate for
Grantee's purposes, but when they do not exist or are not adequate, such right to enter shall be over the nearest most practical route
or routes to said easement.
The easement granted applies only to surface and below ground. A temporary construction easement for a width
of feet and a permanent sanitary sewage line utility easement of feet in width are granted, either or
both as shown on Exhibit(s) A attached, or as shown on plat recorded in Plat Cabinet
File(s)_, Union County Registry, all incorporated herein by reference for more particular descriptions.
Grantee agrees to leave the land in as good condition as before construction, maintenance, inspection and repairs, except
for necessary removal of any trees, shrubs, and other plant growth_ Grantors shall have continued use of the surface area included
within the easement area, but agree not to interfere with Grantee's use and easement and privileges and responsibilities associated
therewith, nor to construct or permit construction or placement of any type structure or make use of the easement area in any
manner that will result in interference, interruption, or impediment of Grantee's easement and use, and Grantors will not cause any
damage to Grantee's sanitary sewage line, materials, manholes, or apparatus located within the easement area.
This agreement shall be binding upon the parties hereto, their heirs, administrators, executors, successors and assigns
and agents.
00014544.1

TO HAVE AND TO HOLD the aforesaid temporary and permanent easements and all privileges and appurtenances
thereto belonging to the Grantee. Grantors covenant with Grantee, that Grantors are seized of the premises in fee simple, have
the right to grant and convey the aforesaid easements, unencumbered, and Grantors will warrant and defend their right to so grant
said easements against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, Grantors have hereunto set their hands and seals the day and year first above written.
If corporate easement conveyance, Grantor 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 the Board of Directors, the day and year above written.
2 GEN HOLDINGS_ LLC
(Print Corporation or LLC's full name, above
By: U
(Pres-/V.P. for Cor . or G. P,/Manager for LLC)
(Seal)
(Individuals)
(Individuals)
WITNESS TO ALL INDIVIDUAL SIGNATURES ON FRONT PAGE: <' ,_I ) .�
(Note: Partners of a partnership and officers of a corporation must ackno edged Zrei3l (Witness)
signatures in presence of a Notary Public; witness to their signatures is not acceptable)
STATE OF NORTH CAROLINA—UNION COUNTY
AC OWLEDGEMENT FOR WITNESS
a Notary Public of nr � unty, N.' arelirta certify that
personally appeared before me this day and being duly
sworn stated that in his/her presence +j $w signed
the f` oregoing instrument acknowledged the execution thereof. Witness my hand and official stamp or seal, this a ay of
My commission expires: 12 - 1 - 7 c7Z �o``�GH`E l LE
� t �� I SF�L��.Ad�P •. 92�
Notary Pubh
SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS (use only black ink)
NORTH CAROLINA, COUNTY. 1, a Notary
Public of the County and State aforesaid, certify that
Grantor, personally appeared before me this day and acknowledged the execution of the foregoing
instrument. Witness my hand and official stamp or seal, this day of
20
00014544,1

(My commission expires) (NOTARY PUBLIC)
SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS (use only black ink)
NORTH CAROLINA, COUNTY. I, a Notary
Public ofthe County and State aforesaid, certify that
Grantor, personally appeared before me this day and acknowledged the execution ofthe foregoing
instrument. Witness my hand and official stamp or seal, this day of
20
yS�At1.1-1",erTi�
Lrn
1f
`O r
��0• a'o v
,?� 2 9 may:
o
(My commission expires) (NOTARY PUBLIC)
ACKNOWLEDGMENT FOR INDIVIDUALS / LLC (Partners of Partnership)
(use only black ink) �j
State of �ettt a �, p �} f t �c� _COUNTY. I, a Notary Public ofthe County
and State aforesaid, certify that
A General Partner of, n ersonalIy
appeared before me this day and acknow� ed the execution of the foregoing instrument. Witness my
hand and official stamp or seal, this �(y aey of 20_J_'!.
(My commission expires) (NCrfARY PUBLIC) —
SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS / LLC (Partners of Partnership)
(use only black ink)
State of North Carolina COUNTY. I, a Notary
Public of the County and State aforesaid, certify that
A General Partner of, personally
appeared before me this day and acknowledged the execution ofthe foregoing instrument. Witness my
hand and official stamp or seal, this day of 20_
commission expires)
(NOTARY PUBLIC)
SEAL -STAMP CORPORATE ACKNOWLEDGE (use only black ink)
State of NORTH CAROLINA, COUNTY.
I, the undersigned Notary Public ofthe County and State aforesaid, certify that
personally appeared before me this day and
acknowledged that _he is Pres.Nice Pres. of
a North Carolina corporation, and that by authority duly given and as the act of such entity, he
signed the foregoing instrument in its name on its behalf as its act and deed. Witness my hand and
official stamp or seal, this day of , 20_
(My commission expires)
00014544.1
(NOTARY PUBLIC)

'Folp
�s
o� SITE
�o
o'
9p `
VICINITY MAP
n. t. s.
SVBP @RADIATOR, LLC /
SK. 7132, PG. 33
TAX L D. #07-087-009
NOW OR FORMERLY
i
1;
I L'
34"EIP
2 GEN HOLDINGS, LLC
SK. 5897, PG. 493
TAX I.D. #07-090-0023
NOW OR FORMERLY
AXLE
C/L OF
fro _ CREEK N45°12'50"W
of ry- / I \ 641.05'
%
Exhibit "A"
THE PURPOSE OF THIS MAP IS TO IDENTIFY RIGHT OF
WAY FOR SANITARY SEWER ONLY AND IS NOT INTENDED
TO CERTIFY TO THE LOCATION AND OWNERSHIP OF
BOUNDARY/ TITLE LINES. THIS MAP IS NOT INTENDED TO
MEET THE REQUIREMENTS OF N.C. BOARD RULE .1600 (21
NCAC 56) OR N_C-G-S- 47-30-
PROPOSED FAITH
CHURCH ROAD
80' PUBLIC R/W
(PLAT CAB. L, FILE 710)
150' DUKE POWER RAN
BK 239-338
v
OVERHEAD
0
x
20' PERMANENT
TRANSMISSION
SANITARY SEWER
UNE
EASEMENT (SHADED)
I r
27,331 sq.ft.
0.627 acres
N45°05'39"W
'
409.18'—1
TRANSMISSION
TOWER
"-21.41' \ ' —
40' TEMPORARY
;
N39 24'
_
331.66`
S45°1250"E `
CONSTRUCTION
i
- .
? 648.68'
_EASEMENT
27,332 SQ FT
rin
2 GEN HOLDINGS, LLC
BK. 5897, PG, 493
545°OS'39"E •
1
- �S39°2439"W- -
s
� ECM RIW DISTURBED TAX l.D. #07-090-0023
391.00'
i 1.56
NOW OR FORMERLY
39.19,
L
EGM RIW��___�e�_�
—
2�B�oH i7LD CHARLOTTE HW �—
o
S-R #1009
60' PUBLIC RIGHT OF WAY
BK. 323, PG. 384
MAJOR ARTERIAL THOROUGHFARE
FUTURE 100' RIGHT OF WAY
50' EITHER SIDE OF CENTERLINE
PER MECKLENBURG-UNION
METROPOLITAN PLANNING
ORGANIZATION THOROUGHFARE
PLAN (MUMPO)
1
S45°04'13"E
20-09,
v
_ r GRAPHIC SCALE
0 200' 400'
( IN FEET )
1 inch = 200 ft
NOTES:
— — — —se — PROPOSED SAN. SEWER
-P-OH OVERHEAD POWER LINE
Ct)j POWER POLE
EIP EXISTING IRON PIPE
EIR EXISTING IRON REBAR
CP COMPUTED POINT
:PARE/D�BY:
ENGINGERL - G
TEMPORARY40'CONSTRUCTION
EASEMENT= 27,332 sq.ft.
2013-A Van Buren Avenue
Indian Trail, NC 28079
[phone] PERMANENT 20' SEWER
v .eagleonline.net EASEMENT=27,332 sq.ft.
THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS AND
HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH RECORDING
REQUIREMENTS FOR PLATS (G.S.47-30(N)).
UNION COUNTY
PUBLIC WORKS
ENGINEERING DIVISION
MONROE, NORTH CAROLINA
6460 PROP. SANITARY SEWER TO SERVE THE
.lob No. R. No.
swiss SVBP @RADIATOR, LLC PROPERTY
Prµ 1'=xa INDIAN TRAIL, UNION CO, NORTH CAROLINA
PROFILEHar, NSA PROPERTY OF:
va NIA 2 GEN HOLDINGS, LLC
TAX PARCEL: 07-090-002B
RLW
0— ey

FILED
UNION COUNTY, NC
CRYSTAL D. GILLIARD
REGISTER OF DEEDS
FILED Apr 18, 2019
AT
01:55 pm
BOOK
07352
START PAGE
0848
END PAGE
0851
INSTRUMENT
# 10174
EXCISE TAX
(None)
KSE
Drafted by & Return to: Union Countv Public Works, 500 North Main Street, Suite 500, Monroe, NC 28112-4730
Affecting Tax Parcel: 07-090-021T
Sanitary Sewer Line Easement
DATE: 4- /B -/ 9
GRANTORS: BRANDON OAKS COMMUNITY ASSOCIATION, INC.
GRANTEE: UNION COUNTY, a political subdivision of North Carolina
Address: c/o Public Works Department
500 North Main Street, Suite 500
Monroe, NC 28112-4730
In consideration of $ I and other valuable considerations, receipt acknowledged, Grantors hereby grant and convey to
Grantee a temporary construction easement and a perpetual right, privilege and easement, appurtenant to and running with the
land and for the following defined purpose and as hereinafter described.
Grantee, its employees, a,gents, contractors, subcontractors and assigns to have the right, privilege, and easement to
enter upon the land for purposes of excavating, constructing, installing, inspecting, maintaining, repairing, replacing, improving,
making alterations, and operating in, upon, across, under and through the Iand in a proper manner, a SANITARY SEWAGE
COLLECTION/ OUTFALL LINE, together with the right to transport sewage through the same, together with right to install
line, taps, appliances, manholes, force main, pump station, and other apparatus pertaining to constructing and maintaining the line.
Grantee, its employees, agents, contractors, subcontractors and assigns is also granted the right to enter Grantor's land which
shall be confined to streets, road and driveways when they exist at the time entry is necessary and when they axe adequate for
Grantee's purposes, but when they do not exist or are not adequate, such right to enter shall be over the nearest most practical route
or routes to said easement.
The easement granted applies only to surface and below ground. A temporary construction easement for a width
of 30 feet and a permanent sanitary sewage line utility easement of 20 feet in width are ,granted, either or
both as shown on Exhibit(s) A attached, or as shown on plat recorded in Plat Cabinet
File(s) , Union County Registry, all incorporated herein by reference for more particular descriptions.
Grantee agrees to leave the land in as good condition as before construction, maintenance, inspection and repairs, except
for necessary removal of any trees, shrubs, and other plant growth. Grantors shall have continued use of the surface area included
within the easement area, but agree not to interfere with Grantee's use and easement and privileges and responsibilities associated
therewith, nor to construct or permit construction or placement of any type structure or make use of the casement area in any
manner that will result in interference, interruption, or impediment of Grantee's easement and use, and Grantors will not cause any
damage to Grantee's sanitary sewage line, materials, manholes, or apparatus located within the easement area.
This agreement shall be binding upon the parties hereto, their heirs, administrators, executors, successors and assigns and agents.
00014544.1

To €6:aa v. -i,N n 70 HOLD tbc afon-;a.i? iiis.�.k:•rsry wid perrn:pncn.a a Ls mzent: ind all }"! ,�7C.�4'i _Lad 4,pincvL%�cv
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z'3t� righ 1 €:a p-,rai an : unvy he afbmsx, d to mc-n :i. cmcar_u r°i13i ed, :snO Crnrlcn ax't!_` ' •3Si 2 zsd defend th ,r righ€ a sn p,r€ra,
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NINITNESSMIMEGMf—t r.,r,€t' vi,'*❑h ,xrn:esz t1iciThands and scats tlp and, ,c-x 7`1al ,vras- ?rr,
caicmcrr, cor=,vgnn CafanlDr hA.. c-a ..cd t1,;s c be si-=,ed isa is c rpc,axc nwilo b'V i^_s ding
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'ti.•sxar�; '�i�lie _ _
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i21�1r%1'T CP.L'�V `iP rSS tA}'' �]1TI c3 �r _ d±

SEAL -STAMP ACKNOWLEDGMENT FOR INbIVIDUALS (use only black ink)
NORTH CAROLINA, COUNTY. I, a Notary
Public of the County and State aforesaid, certify that
Grantor, personally appeared before me this day and acknowledged the execution of the foregoing
instrument Witness my hand and official stamp or seal, this day of
20
(My commission expires) (NOTARY PUBLIC)
SEAL -STAMP ACKNOWLEDGMENT FOR INDIYIbUALS / LLC (Partners of Partnership)
(use only black ink)
State of North Carolina, _COUNTY.1, allotary Public ofthe County
and State aforesaid, certify that
A General'Paitner of, personally
appeared before me this day and acknowledged the execution of the foregoing instrument, Witness my
hand and official stamp or seal, this day of 20_
(My commission expires)
(NOTARY PUBLIC)
SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS / LLC (Partners of Partnership)
(use only black ink)
State of North Carolina, COUNTY. I, allotary
Public of the County and State aforesaid, certafy that
A General Partner of, personally
appeared before me this day and acknowledged the execution of the foregoing instrument. Witness my
hand and official stamp or seal, this day of 20_
(My commission expires) (NOTARY PUBLIC)
State the nd NORTH gned Notary Public of the County and State aforesaid, certify that
—c 5 personally appeared before me this day and
acknowledged that' �he is PresJVice Pres, of
j p R Y _ a North Carolina corporation, and that by authority duly given and as the act of such entity, he
�p C, = signed the foregoing instrument in its name on its behalf as its act and deed. Witness my hand and
P U BL official st or seal this day of -7A4 24�.
!ram �, ,�i•`� SSW �rw
/lIYI 1'.1k CMy commission expires) (NOTARYPUBLIC)
00014544.1

.-_.......... .
Exhibit "A"
THE PURPOSE OF THIS MAP IS TO IDENTIFY RIGHT OF
WAY FOR SANITARY SEWER ONLY AND IS NOT INTENDED
TO CERTIFY TO THE LOCATION AND OWNERSHIP OF
BOUNDARY/ TITLE LINES. THIS MAP IS NOT INTENDED TO
MEET THE REQUIREMENTS OF N.C. BOARD RULE .1600 (21
NCAC 56) OR N.C.G.S. 47-30.
F
VICIN17Y MAP F
n.t.S- COURTFIELD AT BRANDON OAKS
PHASE 2C MAP 10
REF. PC 'F" File 496 _
i------
-Lv
E,ST,rARY Zp�EmE v NE Ooza�z
ONEEp�'�pwox"
FS PC
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41 y7.45'(TIE 35
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36 TAX P!D - 0709002 i T
BRANDON OAKS
12^eIRS72°1440W \ Q 39 ( 38 COMMUNITY
20'PERMANENT 3457,P 039
65.19' —
— PEED REFAS7, C. ON
SANITARY SEWER (NOW OR FORMERLY)
S54°53'51 "W EASEMENT (SHADED) I
3515.21' 11,917sq_ft.
0.274 acres r 5�9 s� 20"W N34 "06'42"W
LN72°1440"E - -
68.25'
S17°4520"E
20.00' _ p
MH ID #1015 L '
EX MH-2 (BRANDON OAKS)
RIM 626.25
N54°5 E'
362.05'
R AD c F.4,1 C
(1�•R TNOFC yOAR HURCy
100 YEAR FEMA+ r
FLOOD LINE LINE V
N39°0120"E
` 168.35'
1 �� 30' TEMPORARY .
c 100 YEAR FEMA
CONSTRUCTION
EASEMENT
FLOOD LINE --
5,958 SO FT Q.o
rn
ATAX
PID - M7090014
CREEK
THOMASWOODRUFF
�+
DEED REF:6478, PG 641
(NOW OR FORMERLY)
— 1
GRAPHIC
SCALE
PARCEL 07090362
40 = CARAYSCORPORATION
DB 5405, PG 380
(NOW OR FORMERLY)
NOTES:
----ss—
PROPOSED SAN. SEWER
—PaH-
OVERHEAD POWER LINE
C0.3
POWER POLE
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
CP
COMPUTED POINT
EN Gl NGERLNGG
2013-A Van Buren Avenue
Indian Trail, NC 28079
(704) 6824222
TEMPORARY30'CONSTRUCTION
EASEMENT= 5,958 sq.R.
PERMANENT 20'SEWER
EASEMENT= 11,917sq.R
0 80, 160,
( IN FEET )
1 inch = 80 ft.
THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS AND
HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH RECORDING
REQUIREMENTS FOR PLATS (G.S.47-30(N)).
UNION COUNTY
PUBLIC WORKS
ENGINEERING DIVISION
MONROE, NORTH CAROLINA
0 PROP. SANITARY SEWER TO SERVE THE
Job No. Fla N.
scales SVBP @ RADIATOR, LLC PROPERTY
PUN 1-w INDIAN TRAIL, UNION CO, NORTH CAROLINA
PROFILE NSA
Hoc. PROPERT OF:
WA BRANDON OAKS COMMUNITY ASSOCIATION, INC.
TAX PARCEL: 07-090-021 T
as eure Dale
aaI. En l—e eni°Ena' w. Slh a OF
me Inc RLW JHR RLW 12/04/18
sm"eyeE By 0.il,. d ey 13 m 9y Prged-F"Sr MPmved By Date 1 1

Union County, NC
Crystal D. Gilliard
Register of Deeds
Instrument Type : EASE Receipt # : 2019-507365
Instrument # : 10174 Date : 04/18/2019 01:55pm
Book/Page : 07352 / 0848-00851 Pages: 4 Document : 1 of 1
1st Grantor: BRANDON OAKS COMMUNITY ASSOCIATION, INC.
1st Grantee : UNION COUNTY
Description:
Description Qty Unit Cost Extended
Deed and General Inst-first 15 1 26.00 26.00
pages
Document 1 26.00
Grand Total 26.00
Check1005 -26.00
Balance 0.00
Customer Copy

FILED
UNION COUNTY, NC
CRYSTAL D. GILLIARD
REGISTER OF DEEDS
FILED Apr 15, 2019
AT 08:50 am
BOOK 07348
START PAGE 0746
END PAGE 0749
INSTRUMENT # 09537
EXCISE TAX (None)
KSE
Drafted by & Return to: Union Coupq Public Works 500 North Main Street Suite 500 Monroe NC 281124730
Affecting Tax Parcel: 07090017
Sanitary Sewer Line Easement
DATE: /-7—17
GRANTORS: Christina 13esseas
GRANTEE: UNION COUNTY, a political subdivision of North Carolina
Address: c/o Public Works Department
500 North Main Street, Suite 500
Monroe, NC 28112-4730
In consideration of $1 and other valuable considerations, receipt acknowledged, Grantors hereby grant and convey to
Grantee a temporary construction easement and a perpetual right, privilege and easement, appurtenant to and running with the
land and for the following defined purpose and as hereinafter described.
Grantee, its employees, agents, contractors, subcontractors and assigns to have the right, privilege, and easement to
enter upon the land for purposes of excavating, constructing, installing, inspecting, maintaining, repairing, replacing, improving,
making alterations, and operating in, upon, across, under and through the land in a proper manner, a SANITARY SEWAGE
COLLECTION/ OUTFALL LINE, together with the right to transport sewage through the same, together with right to install
line, taps, appliances, manholes, force main, pump station, and other apparatus pertaining to constructing and maintaining the line.
Grantee, its employees, agents, contractors, subcontractors and assigns is also granted the right to enter Grantor's land which
shall be confined to streets, road and driveways when they exist at the time entry is necessary and when they are adequate for
Grantee's purposes, but when they do not exist or are not adequate, such right to enter shall be over the nearest most practical route
or routes to said easement.
The easement granted applies only to surface and below ground. A temporary construction easement for a width
of 30 feet and a permanent sanitary sewage line utility easement of 20 feet in width are granted, either or
both as shown on Exhibit(s) attached, or as shown on plat recorded in Plat Cabinet
File(s)_ Union County Registry, all incorporated herein by reference for more particular descriptions.
Grantee agrees to leave the land in as good condition as before construction, maintenance, inspection and repairs, except
for necessary removal of any trees, shrubs, and other plant growth. Grantors shall have continued use of the surface area included
within the easement area, but agree not to interfere with Grantee's use and easement and privileges and responsibilities associated
therewith, nor to construct or permit construction or placement of any type structure or make use of the easement area in any
manner that will result in interference, interruption, or impediment of Grantee's easement and use, and Grantors will not cause any
damage to Grantee's sanitary sewage line, materials, manholes, or apparatus located within the easement area.
00014544A

This agreement shall be binding upon the parties hereto, their heirs, administrators, executors, successors and assigns
and agents.
TO HAVE AND TO HOLD the aforesaid temporary and permanent easements and all privileges and appurtenances
thereto belonging to the Grantee. Grantors covenant with Grantee, that Grantors are seized of the premises in fee simple, have
the right to grant and convey the aforesaid easements, unencumbered, and Grantors will warrant and defend their right to so grant
said easements against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, Grantors have hereunto set their hands and seals the day and year first above written.
If corporate easement conveyance, Grantor 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 the Board of Directors, the day and year above written.
(Print Corporation or LLC's full name, above)
By:
(Pres./V.P. for Corp. or G. P./Manager for LLC
WITNESS TO ALL INDIVIDUAL SIGNATURES ON FRONT P
('4 1, , , " �F Y_ 5-S'r.,��, (SEAL)
(Individuals)
(SEAL)
(Individuals)
(Individuals)
(Note: Partners of a partnership and officers of a corporation must acknowledge their (Witness)
signatures in presence of a Notary Public; witness to their signatures is not acceptable)
STATE OF NORTH CAROLINA — UNION COUNTY
ACKNOWLEDGEMENT FOR WITNESS
i, a Notary Public of Union County, North Carolina, certify that
personally appeared before me this day and being duly
sworn, stated that in his/her presence signed
the foregoing instrument acknowledged the execution thereof Witness my hand and official stamp or seal, this day of
20
My commission expires:
SEAL -STAMP
Notary Public
SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS (use only black ink)
NORTH CAROLINA, McCK EN ujW COUNTY. I, a Notary
Public of the County and State aforesaid, certify that Chn's :, Q55445
Grantor, personally appeared before me this day and acknowledged the execution of the foregoing
instrument. Witness my hand and official stamp or seal, this I day f fID/3
20_&. T—
(My commission expires) (NOT PUBLIC)
Brad Allen Bailey
Notary Public
000145.1 Mecklenburg County, JNC

SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS (use only black ink)
NORTH CAROLINA, COUNTY. I, a Notary
Public of the County and State aforesaid, certify that
Grantor, personally appeared before me this day and acknowledged the execution of the foregoing
instrument. Witness my hand and official stamp or seal, this day of
20
(My commission expires)
(NOTARY PUBLIC)
SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS / LLC (Partners of Partnership)
(use only black ink)
NORTH CAROLINA, COUNTY. I, a Notary
Public of the County and State aforesaid, certify that
A General Partner of personally
appeared before me this day and acknowledged the execution of the foregoing instrument. Witness my
band and official stamp or seal, this day of 20_
(My commission expires)
(NOTARY PUBLIC)
SEAL -STAMP ACKNOWLEDGMENT FOR INDIVIDUALS / LLC (Partners of Partnership)
(use only black ink)
NORTH CAROLINA, COUNTY. I, a Notary
Public of the County and State aforesaid, certify that
A General Partner of personally
appeared before me this day and acknowledged the execution ofthe foregoing instrument. Witness my
hand and official stamp or seal, this day of 20
(My commission expires)
(NOTARY PUBLIC)
SEAL -STAMP CORPORATE ACKNOWLEDGE (use only black ink)
State of NORTH CAROLINA, COUNTY.
I, the undersigned Notary Public of the County and State aforesaid, certify that
_ personally appeared before me this day and
acknowledged that he is Pres./Vice Pres_ of
a North Carolina corporation, and that by authority duly given and as the act of such entity, he
signed the foregoing instrument in its name on its behalf as its act and deed. Witness my hand and
official stamp or seal, this day of 20
(My commission expires)
(NOTARY PUBLIC)
00014544.1

r•. 2 m I
o >=
J
$oyaw
ozy��
OQaO
a2�tGo;
2
mooU
NN
20.90'
TAX PID - 070900i7
CHRISTINA BESSEAS
DEED REF:WI6E, PG 0220
(NOW OR FORMERLY)
N39°0120"E
249.35'
20'PERMANENT
SANITARY SEWER
EASEMENT (SHADED)
8,434 sq.ft.
0.194 acres /
N39'01 20"E
76.99'SS
— J
S39'0120"W
S39 "0120"W
83.05,
100 YEAR FEMA
FLOOD LINE
1
I'ibit "A„
MAP IS TO IDENTIFY RIGHT OF
NER ONLY AND IS NOT INTENDED
LOCATION AND OWNERSHIP OF
THIS MAP IS NOT INTENDED TO
IS OF N.C. BOARD RULE .1600 (21
'0.
/
100 YEAR FEMA
FLOOD LINE
EX I
STREAM
ri/r
S32°29'17"E
�(
\ 22.24'
N31"33'10"E
95.90'
�,— �ss
f�7 / o N
d "( S31°3310"W
87.47'
30' TEMPORARY
y� ,
CONSTRUCTION
R
EASEMENT
/
4,224 SO FT
rn^EIR
o EX' /
o CREEK � p-0H
M ox—r`—'
� ELECTRIC
j TAX PID - TOWER \ '
THOMAS WOODROODR UFF F
DEED REF:6478, PG 641
(NOW OR FORMERLY)
GRAPHIC SCALE
NOTES:
-----ss--•-
PROPOSED SAN. SEWER
—P-0H----
OVERHEAD POWER LINE
CQi
POWER POLE
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
CP
COMPUTED POINT
ENAwItpE
G
2013-A Van Buren Avenue
Indian Trail, NC 28079
[phone]
TEMPORARY 30'CONSTRUCTION
EASEMENT =4,224 sq.ft.
PERMANENT 20'SEWER
EASEMENT= 8,434 sq-ft.
0 60, 120,
( IN FEET )
1 inch = 60' ft.
THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS NOT BEEN
REVIEWED BY A LOCAL GOVERNMENT AGENCY FOR COMPLIANCE
WITH ANY APPLICABLE LAND DEVELOPMENT REGULATIONS AND
HAS NOT BEEN REVIEWED FOR COMPLIANCE WITH RECORDING
REQUIREMENTS FOR PLATS (G.S.47-30(N)).
UNION COUNTY
PUBLIC WORKS
ENGINEERING DIVISION
MONROE, NORTH CAROLINA
0
PROP. SANITARY SEWER TO SERVE THE
Job No. Pietro.
scales
SVBP @ RADIATOR, LLC PROPERTY
PL - r=e0•
INDIAN TRAIL, UNION CO, NORTH CAROLINA
PROFILE
Har. N/A
PROPERTY OF
vet "'A
CHRISTINA BESSEAS
TAX PARCEL: 07-090-017
Aa BA oats
'21a 12"
Face Boainem
RLW I JHR
I RLW
I 12l04/18
sheet c

Union County, NC
Crystal D. Gilliard
Register of Deeds
Instrument Type : EASE Receipt # : 2019-506629
Instrument # : 09537 Date : 04/15/2019 08:50am
Book/Page : 07348 / 0746-00749 Pages: 4 Document: 1 of 1
1st Grantor : CHRISTINA BESSEAS
1st Grantee : UNION COUNTY
Description:
Description Qty Unit Cost Extended
Deed and General Inst - first 15 1 26.00 26.00
Document 1
Grand Total 26.00
Check 1006 -26.00
Balance 0.00
Customer Copy