WQ0043773_Application_20221103

DWR
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: W6)&645773 (to be completed by DWR) RECEIVED/NCDEQ/DWR
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: WCO Kingspark, LP (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Hunter Nelson per 15A NCAC 02T .0106(b)
Title:
4. Applicant's mailing address: 118 16th Ave. South
City: Nashville State: TN Zip: 37203-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Kingspark-Elmington
2. Application/Project status: ® Proposed (New Permit)
SEP 1 9 2022
WQROS
MOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
❑ 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: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.21640° Longitude: -80.89018°
5. Parcel ID (if applicable): 11703119 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Lindsey Hearon License Number:
Firm: Kimley-Horn & Associates, Inc.
Mailing address: 6750 Poplar Avenue
City: Memphis State: TN Zip: 38138-
Phone number: [phone] Email Address: Lindsey.hearonna,kimley-horn.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21
E Gravity ❑ Force Main
Page I of 5

VI. GENERAL REQUIREMENTS RECEIVEDINCDEQ/DWR
1. If the Applicant is a Privately -Owned Public Utility, has a Certificat f,Pibli,c Convenience and Necessity been attached?
❑ Yes ❑ No IZ N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Opet tiSi Agreement (FORM: DEV) been attached?
�QORESVI
❑ Yes LB 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? RECENED/NCDEQ/DWR
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
® Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
5. Nature of wastewater : 100 % Domestic % Commercial
me •
SEP 2 0 2022
Wash WQROS
ilw/6gifiggpNAL OFFICE
® Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
% 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
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(0)
Daily Design Flow a,b
No. of Units
Flow
Residential unit; Apartment
135 gal/unit
176
23,760 GPD
Swimming Pool
10 gal/unit
84
840 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
24,600 GPD
a See 15A NCAC 02T .01 14(b), (d). (e)(1) and (e)(2) for caveats to wastewater design 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: 24,600 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
78
PVC
8
660
PVC
( LCEIVED/NCDEQ/DWR
SEP 2 0 2022
WQROS
MOORESVILLE REGIONAL OFFICE
➢ 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: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: - . °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: N/A 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): N/A gallons per minute (GPM) at N/A 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)( I):
❑ 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: FA8CF62C-4457-4B12-9ABO-D92E7843B40B
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
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
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? ❑ 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 rules? ❑ Yes Basin name: ® 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 ® 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

Kimley>»Horn
August 17, 2022
NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
Mooresville, North Carolina 28115
IlECEIVED/NCDEQ/DWR
EIVED/NCD O/DWR
SEP 1 9 2022
8
WQROS
MOORESVILLE REGIONAL OFFICE WOS
MOOR SVILI.E PE • :AL OFFICE
REC. ED/NCDEADWR
2022
RE: Kingspark Elmington — Fast Track Sewer System Extension Application
To whom it may concern,
The referenced project, "Kingspark Elmington" is a multifamily development located at 2658 & 2662 Dr.
Carver Road, Charlotte, NC 28208. The development consists of 176 units within two proposed buildings.
2022
WQ••S
MOORESVILLE RE ONAL OFFICE
The new development will be served by a private sewer that will tie into a proposed Charlotte Water 8"
sewer manhole running through the proposed project site running parallel to Dr. Carver Road.
The following documents are enclosed:
• Application
• $480 check
• Willingness to Serve Letter (Charlotte Water)
• Site Maps (Aerial and Topographic)
• Elmington Capital Group, LLC NC Business License
Should you have any questions or concerns regarding the enclosed submittal package, please feel free to
contact me directly at [phone], or via email at [e-mail].
Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.
Lindsey Hearon, P.E.
Kimley-Horn and Associates, Inc.
6750 Poplar Avenue, Suite 600
Memphis, TN 38138
Direct: [phone]
Main: [phone]
[e-mail]
kimley horncom
6750 Poplar Avenue, Suite 600, Memphis, TN 38138
901 334 5323

RECEIVED/NCDEQ/DWR
NOV - 3 2p22
Division of Water Resources
WQROS State of North Carolina
MOORESVIL.LE REGIONAL OFFICE Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Kimley Horn
Project Name for which flow is being requested: Kingspark-Elmington (Residential)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 13.873
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
65.2
0.0246
79.073
79.9%
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) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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 Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less 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
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewer): Dr Carver Road
Downstream Permit Number:
Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Keri Cantrell 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
improvements 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.
Digitally signed by Keri B Cantrell
Date: 2022.10.26 13:09:10-04'00' 10/26/2022
Adobe Acrobat version: 2022.003.20258
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

CHARLOTTE
WTER
September 9, 2022
Miss. Lindsey Hearon
Kimley-Horn
6750 Poplar Avenue
Suite 600
Memphis, TN. 38138
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
KINGSPARK-ELMINGTON
2658 & 2662 DR. CARVER ROAD, CHARLOTTE, NC. 28208
CLTWATER TRACKING# 20226338
After analysis of the sanitary sewer associated with the proposed design of project, 20226338,
KINGSPARK-ELMINGTON, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 24,600 gallons per day (176 units x 135-gpd/units, 84-people x 10-
gpd/person) at the connection point(s) indicated on the submitted utility plan for transmission to the
McAlpine Creek Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment.
This acceptance of flow is based upon the existing capacity of the designated publicly owned
treatments works. Please see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWaterand sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained and construction has not
started within two (2) years of issuance of this flow acceptance, and payment for any service
connections have not been received within two (2) years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded, and a new flow acceptance request must be
made. If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Pedro- Ga-La--red#0a
Pedro Galarreta, BSCE, BBA / Engineering Assistant
CHARLOTTE WATER / charlottewater.org
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

CHARLOTTE
WLTER
January 24, 2022
Mr. Henry Minor
Kimley-Horn
200 South Tryon Street
Suite 200
Charlotte, NC 28202
SUBJECT: WILLINGNESS TO SERVE
KINGSPARK - ELMINGTON
2658 DR CARVER ROAD, CHARLOTTE, NC 28208
After an analysis by Charlotte Water's Capacity Assurance Program (CAP) of the sanitary sewer
system associated with the proposed KINGSPARK — ELMINGTON development, it was determined
that there is currently sufficient capacity within the existing public gravity sewer to accommodate the
proposed sewer flow (34,860 gallons per day), at the connection point(s) indicated for transmission
to the McAlpine Creek Wastewater Treatment Plant (NPDES Permit # NC0024970).
Please note that availability of flow is subject to change, and this Willingness to Serve (WTS)
review does not guarantee future capacity or reserve capacity in the public sewer system. A
full CAP application with fully engineered site utility plan must be submitted and approved to
reserve sewer capacity for this project. Please contact New Services at 704-432-2854 for official
submittal guidelines to the Capacity Assurance Program.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986 and, The Water Supply
Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NC
DEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater and sewer system is accepted on a first
come, first served basis.
The applicant should understand that this letter is not an authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
The analysis performed determines available capacity within the existing public gravity sewer
system. The development is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
G1,(4:11,e rw o- Awzo-La,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER / charlottewater.orq
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
R» Operated by the City of Charlotte

Kimley>>>Horn
Kingspark - Elmington
2658 & 2662 Dr. Carver Road
Charlotte, Montgomery County,
NC
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2019

LIMITED LIABILITY COMPANY ANNUAL REPORT
1/6/2022
NAME OF LIMITED LIABILITY COMPANY: Elmington Construction, LLC
SECRETARY OF STATE ID NUMBER: 2047667
REPORT FOR THE CALENDAR YEAR: 2022
SECTION A: REGISTERED AGENT'S INFORMATION
STATE OF FORMATION: TN
AMENDING DOC ID
1. NAME OF REGISTERED AGENT: Incorp Services, Inc.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
•
Filing Office Use Only
E - Filed Annual Report
2047667
CA202204603366
2/15/2022 04:00
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
176 Mine Lake Court, Suite 100 176 Mine Lake Court, Suite 100
Raleigh, NC 27615 Wake County Raleigh, NC 27615
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: General Contractor
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
118 16th Avenue S Ste 200
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
11816th Avenue S Ste 200
Nashville, TN 37203 Nashville, TN 37203
6. Select one of the following if applicable. (Optional see instructions)
The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Cary Rosenblum NAME: Ben Brewer
TITLE: Member TITLE: Member
ADDRESS:
11816th Avenue 5., Suite 200
Nashville, TN 37023-3135
NAME: William Cochrane Jamison
TITLE: Member
ADDRESS: ADDRESS:
118 16th Avenue S, Suite 200 118 16th Avenue S. Suite 200
Nashville, TN 37203-3135 Nashville, TN 37203-3135
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
William Cochrane Jamison 2/15/2022
SIGNATURE
Fomi must be signed by a Company Official listed under Section C of This form.
William Cochrane Jamison Member
DATE
Print or Type Name of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200.00
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525
Print or Type Title of Company Official

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Ryan Seibels
TITLE: Member
ADDRESS:
118 16th Avenue S. Suite 200
Nashville, TN 37203-3135
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME: C. Hunter Nelson
TITLE: Member
ADDRESS:
NAME: Scott T. Sohr
TITLE: Member
ADDRESS:
118 16th Avenue S. Suite 200 118 16th Avenue S. Suite 200
Nashville, TN 37203 Nashville, TN 37203-3135
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
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Name:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:

North Carolina Secretary of State Search Results Page 1 of 1
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Limited Partnerships
Legal Name
WCO Kingspark, LP
Information
Sosld: 2319954
Status: Current -Active
Date Formed: 12/13/2021
Citizenship: Domestic
Annual Report Due Date:
Registered Agent: Pease Law PLLC
Addresses
Reg Office Reg Mailing
16151 Lancaster Highway, Suite B 16151 Lancaster Highway, Suite B
Charlotte, NC 28277 Charlotte, NC 28277
https://www.sosnc.gov/online_services/search/Business_Registration_Results 9/19/2022