WQ0045850_Application (FTSE)_20240927

�- TRANSMITTAL
CD. .C
RECEIVED/NCaEC/DWR
SEP 2 7 2024
ORSBORN ENGINEERING GROUP
605 LEXINGTON AVENUE, SUITE 301 Project: Landis Ridge
AAOORESVILLE REGIONAL OFFICE
CHARLOTTE, NORTH CAROLINA 28203
PHONE [phone]
To: Ori Tuvia Date: 9/26/24
NCDEQ Water Quality Section
610 E.Center Avenue Sent Via: FedEx
Mooresville, NC 28115
704-633-1699
Qty. Date Description
1 Application fees($600 x 2)
1 Fast track application (Private)
1 Fast track application (Public)
1 Cover Letter
1 Developer's Operational Agreement
1 FTSE form
1 Site Maps
1 Secretary of State documentation
1 Copies of 401/404 permits
® For Approval ❑ For Review and Comment ❑ Returned for Corrections
❑ For Your Use ❑ Approved as Submitted ❑ Returned After Review
❑ As Requested ❑ Approved as Noted ❑ Resubmit for Approval
Included in this transmittal is documentation for the above-referenced project for your review and approval.
Please feel free to reach out if you require any additional documentation or if you have any questions regarding
the contents of this package.
Copied To: file Signed:
)r
Davi StarkeI

®R S B O R N RECEIVED NCDEQ/FjVVR,ENGINEERING GROUP
SEP 2 7 i
Landis Ridge
OORESVILLE REGIONAL OFFICE
Landis, North Carolina
Project Narrative
September 26,2024
This project includes the construction of three new industrial buildings totaling approximately 594,300 sq.
ft.,three new public roads,and supporting site infrastructure.
All three buildings will be served by private 8"gravity sewer mains that will connect to new public 8"
gravity sewer mains located on site.The public gravity sewer from Buildings 1A and 1B will flow to public
lift station#1. Lift station#1 will pump wastewater via a 2.5"force main to a new public 8"gravity sewer
that will then flow to lift station#2. Building 2 and a future phase will connect to the public gravity sewer
upstream of lift station#2. Lift station#2 will pump wastewater via a 4"force main to an existing gravity
sewer manhole located at US 29.
Summary of sewer infrastructure to be permitted:
Private permit:
632 linear feet of 8"gravity sewer main
Public permit:
1951 linear feet of 8"gravity sewer main
Lift station#1 with an operating point of 57 gpm at 60 TDH and 971 linear feet of 2.5"force main
Lift station#2 with an operating point of 103 gpm at 75 TDH and 3890 linear feet of 4"force main
Total wastewater flow generated by project:
Building 1A:
46 docks x 100 gpd/dock=4600 gpd
102 employees x 25 gpd/employee=2550 gpd
Building 113:
34 docks x 100 gpd/dock=3400 gpd
61 employees x 25 gpd/employee=1525 gpd
Building 2:
54 docks x 100 gpd/dock=5400 gpd
135 employees x 25 gpd/employee=3375 gpd
Total wastewater flow to be permitted=20850 gpd
Future Phase:
150 docks x 100 gpd/dock=15000 gpd
351 employees x 25 gpd/employee=8775 gpd
Future flows(not being permitted at this time)=23775 gpd
Total wastewater flow generated by project=44625 gpd
Page 1
605 LEXINGTON AVENUE, SUITE 301 CHARLOTTE, NC 28203 P) 704.749.1432

ORSBORN
ENGINEERING GROUP
Supporting Documents Included:
1.) Application Fees($600 x 2)
2.) Fast Track Applications for both Public and Private Sewer Extensions
3.) FTSE form
4.) Developer's Operational Agreement
5.) Site Map
6.) USGS Quad Map
7.) Copies of 401/404 permits
8.) NC Secretary of State Documentation
Page 2
605 LEXINGTON AVENUE, SUITE 301 CHARLOTTE, NC 28203 P) 704.749.1432

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number:`'V J ?50 do be completed by DwR1
RECEivED/IVCDE0/1'1v;
All items must be completed or the application will be returned
SEP 2 7 2024
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Landis(company,municipality, HOA, utility,etc. � GS
) 1VIOORESVILLE R REEGIONAL OFFICE
2. Applicant type: ❑ Individual ❑Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Michael D Ambrose per 15A NCAC 02T.0106(b)
Title: Town Manager
4. Applicant's mailing address: PO Box 8165
City: Landis State: NC Zip: 28088-
5. Applicant's contact information:
Phone number: [phone] Email Address:townmanager townoflandisnc.g_ov
I1. PROJECT INFORMATION:
1. Project name: Landis Ridge
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: WQ00
3. County where project is located: Rowan
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.5339' Longitude:-80.5942'
5. Parcel ID(if applicable): 133A206(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: David Starke] License Number: 046230
Firm: Orsborn Engineering Group
Mailing address: 605 Lexington Ave, Ste 301
City:Charlotte State:NC Zip: 28203-
Phone number:[phone] Email Address: [e-mail]
orsbom-ena.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name: Salisbury-Rowan WWTP(Grant Creek Train) Permit Number:NC0023884
Owner Name: Salisbury-Rowan Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream(Receiving)Sewer Information: 8 inch Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00343
Owner Name(s): Town of Landis
FORM: FTA 10-23 Page I of 5

Vl. 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.0I 15(c) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑Car Wash
❑ Residential(Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses/offices/factories ❑ Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial %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(fl? ❑Yes ® No
If ves,provide a copv of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Floe
gal GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total G P D
a See 15A NCAC 02T .0114(b). (d). (e)(1)and(e)(2) for caveats to wastewater design flow rates (i.e. 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.01 14(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 0 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
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 10-23 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 1931 PVC
8 20 DIP
i Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
i 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(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: 1
2. Approximate Coordinates(Decimal Degrees): Latitude: 35.533083 Longitude: -80.594219'
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.012075 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): 57 gallons per minute(GPM)at 60 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
2.5 971 PVC
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I.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-
ur
❑ 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 10-23 Page 3 of 5

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
2. Approximate Coordinates(Decimal Degrees): Latitude: 35.530831" Longitude: -80.599628'
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 0.044625 millions gallons per day(firm capacity)
i This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 103 gallons per minute(GPM)at 75 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
4 3694 PVC
4 196 DIP
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.I.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 10-23 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
l. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(g)? ® Yes ❑ No
15A NCAC 02T.0305( contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'--Water mains(vertical -water over sewer preferred, including in benched trenches) 18 inches
'--Water 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-1 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(gl,see Section X.I of this application
*15A NCAC 02T.0305(e)contains alternatives where separations in 02T.0305(1)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 webnaee
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 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual pen-nits ® 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 anti
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection per►nit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
I. 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 Uesign 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 10-1 4) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and proiects requiring a variance approval may be subject to longer
review times. For proiects 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:
e
David Starkel Landis Rid
I, ,attest that this application for 9
rProfessional Engineer's name from Application Item 111.1 ) (Project Name from Application Item 11.1)
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 Gravitv 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.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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)
..........................................................I............................
.
North Carolina Professional Engineer's seal,signature,and date: .•`•��••q•••'••,
A41
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j024:04.2$9AU0:12$04'00'
046230
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Michael Ambrose ,attest that this application for Landis Ridge
(Signature.Authority Name from Application Item 1.3.) (Project Name from Application Item H.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 — 1n accordance with General Statutes 143-215.6A and 143-215.613, 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.
Signature: Date:
T I-%n 11 A. T r A I r% 9 I .. -

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dk-k;o„ of Water ► esulilce, Flow Tracking for Server Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: JSC-CCI Landis I, LLC
Project Name for which flow is being requested: Landis Ridge
More than one FTSE mray be required fora 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: Salisbury-Rowan WWTP (Grant Creek Train)
b. WWTP Facility Permit#: NCO023884
All flows fire in MGD
c. WWTP facility's permitted flow 7.500
d. Estimated obligated flow not yet tributary to the WWTP 0.833
e. WWTP facility's actual avg. flow 4.836
f. Total flow for this specific request 0.000 *See note next page
g. Total actual and obligated flows to the facility 5.689
h. Percent of permitted flow used 75.86%
11. 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) (S) (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***
Unknown
Upright St. (Tgp) 0.8640 0.3456 0.2791 0.0446 0.3237 0.0219
x 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(pi)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<0.
Downstream Facility Name (Sewer): Salisbury-Rowan
Downstream Permit Number: WQCS0001 9
Page I of 8
FTSE 10-23

I1I. Certification Statement:
I Jason H. Wilson, PE 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 11 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.
4 4/24/24
Zs
ing Official Signature Date
stant Utilities Director
Title of Signing Official
*Note: The Town of Landis has an interlocal agreement with City of Salisbury for 2.000
MGD; this allocation is included in Part I(d) and Part II(c). The 0.02085 MGD for this
project is taken from the 2.000 MGD allocation and should not be shown in Part i(f).
Page 2 of 8
FTS F, 10-23

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12/14/23,7:51 PM North Carolina Secretary of State Search Results
File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
JSC-CCI Landis I, LLC
Information
Sosld: 2755321
Status: Current-Active O
Date Formed: 12/14/2023
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Capitol Corporate Services, Inc.
Addresses
Reg Office Reg Mailing Mailing
176 Mine Lake CT Ste 100 176 Mine Lake CT Ste 100 4890 Alpha Road Suite 100
Raleigh, NC 27615 Raleigh, NC 27615 Dallas, TX 75244
Principal Office
4890 Alpha Road Suite 100
Dallas, TX 75244
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.