WQ0043556_Application (FTSE)_20220606

Kimley>>> Horn
MEMORANDUM
Winston-Salem Regional
Office
To:
Water Quality Section
450 W. Hanes Mill Road
Suite 300
Winston-Salem, NC 27105
[phone]
Kimley-Horn and Associates, Inc.
Austin L. Watts, P.E.
From: 200 South Tryon St., Suite 200
Charlotte, NC 28202
[phone]
Date: June 3rd, 2022
Subject:
r rthi
Environme to
Receive
JUN 0 6 2022
Winston-Salem 9
Regional Office'
Piedmont Commerce Center — FTA 04-16 Permit Application
Dear NCDEQ Charlotte Water Quality Section,
Attached is the permit application for a proposed sanitary sewer for the Piedmont Commerce Center
Industrial site in Charlotte, NC submitted on behalf of NP Piedmont Commerce Center, LLC. The
sanitary sewer is designed to convey wastewater from the proposed facilities to an existing gravity
sewer owned by the City of High Point. The sewer will contain domestic wastewater flow from the
constructed industrial facility with the addition of approximately 29,990 gallons per day. The gravity
sewer will be comprised of 3,002 linear feet of 8-inch PVC pipe and 200 linear feet of 8-inch DI pipe
connected to the existing 15-inch pipe East of the site location.
Please find enclosed for your review the:
• $480 application fee in the form of a check
• Fast -Track Application for Gravity Sewers, Pump Stations, and Force Mains (FTA 04-16)
• Flow Tracking/Acceptance Form (FTSE 04-16)
• Site Maps (Aerial and Topographic Map)
• NC business License (NP Piedmont Commerce Center, LLC)
Please do not hesitate to contact me with any questions.
Sincerely,
Auss n L. Watts, P.E.
kimley-horn.com
200 South Tryon Street, Suite 200, Charlotte, NC 28202
704-333-5131

DocuSign Envelope ID: 8D4B089D-9862-4B8A-9AD1-E074C1CF9E03
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: NP Piedmont Commerce Center LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Nathaniel Hagedorn per 15A NCAC 02T_0106(b)
Title: Manager of NP Piedmont Commerce Center, LLC
4. Applicant's mailing address: 4825 NW 41st Street
City: Riverside
State: MO Zip: 64150
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Piedmont Commerce Center
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: W000
3. County where project is located: Forsyth & Guilford County
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.10348° Longitude: -80.04168°
5. Parcel ID (if applicable): 168822 (or Parcel ID to closest downstream sewer) PIN: 6895378783
III. CONSULTANT INFORMATION:
1. Professional Engineer: Austin L. Watts License Number: 030861
Firm: Kimley-Hom
Mailing address: 200 S. Tryon St Suite 200
City: Charlotte State: NC Zip: 28202
Phone number: [phone]
Email Address: Austin.Watts(O,KimIey-Hom.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: High Point Eastside Treatment Plant Permit Number: NC 0024210
Owner Name: City of High Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0033285
2. Downstream (Receiving) Sewer Information: 15" inch © Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS-_
Owner Name(s): City of High Point
FORM: FTA 06-21
Page 1 of 5

DocuSign Envelope ID: 8D4B089D-9862-488A-9AD1-E074C1 CF9E03
VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑Yes No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes El No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
['Car Wash
❑ Hotel and/or Motels
❑'Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic 0 % Commercial 0 % Industrial (See 15A NCAC ,02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No J
> If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow 243
No. of Units,
Flow
Industrial Distribution Warehouse Building 1
100 gal/bay
136
13600 GPD
Industrial Distribution Warehouse Building 2
100 gal/bay
55
5500 GPD
Industrial Distribution Warehouse Building 3
100 gal/bay
44
4400 GPD
Industrial Distribution Warehouse Building 4
100 gal/bay
64
6400 GPD
gal/
GPD
gal/
GPD
Total
29900 GPD
a See 15A NCAC 02T .0114(b). (d) (e)(1) and (e)(2) for caveats to wastewater des gn flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 29900 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

DocuSign Envelope ID: 8D4B089D-9862-4B8A-9AD1-E074C1CF9E03
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3002
PVC
8
200
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

DocuSign Envelope ID: 8D48089D-9862-468A-9AD1-E074C1 CF9E03
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height I
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> If noncompliance with 02T.0305(f) or (g). see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? Z Yes ❑ No ❑ N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
> Please provide supplementary information identifying the areas of non-conformance.
> See the Division's draft separation requirements for situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer roles? ® Yes Basin name: Cape Fear River Basin ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
> This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes Z No
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at Least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

DocuSign Envelope ID: 8D4B089D-9862-4B8A-9AD1-E074C1CF9E03
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to Longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Austin L. Watts , attest that this application for _Piedmont Commerce Center
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that) I have reviewed this material and
have judged it to be consistent with the proposed design. J
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or 'certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Michael Johnston , attest that this application for Piedmont Commerce Center
(Signature Authority Name from Application Item I3.)
(Project Name from Application Item 1I.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes. 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
DoeuSigned by: I
Signature: jkii MAAA I tt
8687C38C95713411F...
Date:
6/1/2022
FORM: FTA 06-21 Page 5 of 5

Public Services Department
Derrick Q. Boone
ASSISTANT DIRECTOR
NORTH CAROLINA S INTERNATIONAL CITYTh
May 23, 2022
NCDENR
Winston-Salem Regional Office
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
Project: Piedmont Commerce Center
Private Sewer
Applicant: NP Piedmont Commerce Center, LLC
Kernersville, NC
Dear Sir or Madam:
This is to acknowledge that the City of High Point will accept for treatment in the Eastside
Wastewater Treatment Plant (Permit #NC0024210), wastewater flow from the above referenced
project in the amount of 29,900 GPD, which will be discharged to facilities operated and
maintained by the City of High Point.
If further information is needed, please let me know.
Very truly yours,
�/ ^
Derrick Q. Boone
Assistant Public Services Director
DQB/tab
City of High Point, P.O. Box 230, 211 South Hamilton Street, High Point, NC 27261 USA
Fax: [phone] Phone: [phone] TDD: 336.883.8517

fivlsiOn of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Application Number:
2020-178
Entity Requesting Allocation: NP Piedmont Commerce Center, LLC
Project Name for which flow is being requested:
Piedmont Commerce Center
More than one FTSE may be required fin a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterfloly.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Eastside WWTP
b. WWTP Facility Permit #: NC-0024210
c. WWTP facility permitted flow:
d. Estimated obligated flow not yet tributary to the WWTP:
e. WWTP facility's actual average flow:
f. Total flow for this specific request:
g. Total actual and obligated flows to the facility:
h. Percent of permitted flow used:
All flows trFe in MGD
26.0000 1
3.0528
13.8758
0.0299
16.9585
65.23%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP.
(A) (n) (C) (D) = (B+C) (E)=(A-D)
Pump Pump Finn Design Approx. Obligated, Total Current Available
Station Station Capacily Average Current Not Yet Flow Plus Capaeity3
(Name or Permit Daily Flow2 Avg. Daily Tributary Obligated
Number) Number (Firm/pf), Flow, Daily Flow, Flow
MGD MGD MOD MGD MGD MGD
Waterviow WQ0024300 2.2320 0.8928 0.5501 0.4473 0.9974 .0.1046
Riverdale W00008572 30.0887 11.4842 8.3996 1.7027 10.1023 1.3819
NNIA UN/A #NIA UN/A UN/A UN/A ON/A
UN/A NN/A NN/A UN/A UN/A UN/A UWA NN/A
UN/A UN/A UN/A "NIA UN/A "NIA UN/A tNIA
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pl) not
Tess than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
***A Planning Assessment Addendum shall be attached for each pump station located bchveen the
project connection point and the WWTP where the Available Capacity is 5 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:.
Page 1 of 6
FTSE 10-18

III. Certification Statement
I, Derrick Q. Boone certify to the best of my knowledge that the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater
treatment facility and that the flow from this project is not anticipated to cause any capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment
plant under normal circumstances, given the implementation of the planned improvelnents identified in the
planning assessment where applicable. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II plus all attached planning assessment addendums for which I am the
responsible party. Signature of this form certifies that the receiving collection system or treatment works
has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signatzre Date
A55157»n(T ©VBUc saVicerg A/,2�Cro,e
Title of Signing Official
Page 2 of 6 FTSE 10-16

NORTH CAROLINA
Department of the Secretary of State
CERTIFICATE OF AUTHORITY
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify that
NP PIEDMONT COMMERCE CENTER, LLC
having filed on this date an application conforming to the requireMents of the General
Statutes of North Carolina, a copy of which is hereto attached, is hereby granted
authority tb transact business in the State ofNorth Carolina.
Scan to verify online.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 31st day of August, 2021.
Imadaie
Document Id: C202124301250
Verify this certificate online at https://www.sosnc.gov/verification
Secretary of State

NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
J
NP PIEDMONT COMMERCE CENTER, LLC
the original of which was filed in this office on the 31 st day of August, 2021.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 31st day of August, 2021.
Scan to verify online.
Certification# C202124301250-1 Reference# C202124301250-1 Page: 1 of 4
Verify this certificate online at https://www.sosnc.gov/verification
Secretary of State

State of North Carolina
Department of the Secretary of State
SOSID: 2260768
Date Filed: 8/31/2021 4:53:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2021 243 01250
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
NP Piedmont Commerce Center, LLC
1. The name of the limited liability company is
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is '
Delaware
2. The state or country under whose laws the limited liability company was formed is
3. Principal office information: (Select either a or b)
a. El The limited liability company has a principal office.
[phone]
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street: 4825 NW 41 st Street,
Riverside MO 64150 Platte
City: State: Zip Code: County:
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street:
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
C T Corporation System
4. The name of the registered agent in the State of North Carolina is:
5. The street address and county of the registered agent's office in the State of North Carolina is:
Number and street:160 Mine Lake Court Suite 200
Raleigh 27615 Wake
City: State: NC Zip Code: County:
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State of North
Carolina is:
Number and Street:
City: State: NC Zip Code: County:
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary) (This document must be signed by a person listed in item 7.)
•
Name and Title Business Address
NP Piedmont Commerce Center JV, LLC, Member
4825 NW 41st Street, , Riverside, Missouri 64150
Nathaniel Hagedorn, Manager 4825 NW 41st Street, Riverside, MO 64150
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of' state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A photocopy of the certification cannot be accepted. J
9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
10. (Optional): Please provide a business e-mail address:
The Secretary of' State's Office will e-mail the business automatically at the address provided above at no cost when a document
is filed. The e-mail provided will not be viewable on the website. For more information on why this service is offered, please see
the instructions for this document.
Privacy Redaction
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 26 day of August 20 21
NP Piedmont Commerce Center, LLC
Name of Limited Liability Company
Signftfure of Company Official
Nathaniel Hagedorn, Manager of NPD Management, LLC, the Manager
Type or Print Name and Title of the Member
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form L-09)

Delaware
The First State
Page 1
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "NP PIEDMONT COMMERCE CENTER, LLC" IS
DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD
STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS
OFFICE SHOW, AS OF THE THIRTY—FIRST DAY OF AUGUST, A.D. 2021.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
ASSESSED TO DATE.
6197615 8300 �url��al
�t,.e
SR#20213126757
You may verify this certificate online at corp.delaware.gov/authver.shtml
Authentication:204050142
Date: 08-31-21

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