WQ0039926_Application (FTSE)_20180416

REC&EDINCOENRIDWR
APR\IIFG
WMOORESVILLEOFFICE
January 30, 2018
Mr. Thomas Hahn, PE
Utility Systems Engineer
Water & Sewer Authority of Cabarrus County
232 Davidson Hwy.
Concord, NC 28027
RE: DaVita Cabarrus
Harrisburg, NC
Sanitary Sewer Permit
Dear Mr. Hahn,
RECEIVED/NCDENRIDWR
APR 16 1.018
WQROS
MOORESVILLE REGIONAL OFFICE
We are enclosing for your review, one (1) original of the Wastewater Flow Acceptance Form, one
(1) copy of the executed DWR sewer application, and one (1) hard copy set of water and sewer
improvement plans.
If any additional information is needed, please feel free to contact me.
Sincerely,
Matt johmv-w
Matthew W. Johnson, PE
Civil Engineer
triaddesigngroup
ARCHITECTURE ENGINEERING I INTERIOR DESIGN
4807 - C Koger Boulevard, Greensboro, NC 27407 1 T - 336.218-8282 F-336-218-8010 I www.triad-designgroup.coni

State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ocOr l to be completed byDWR) RECEIVEDlNCDENRIDWR
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: RHGC Cabarrus LLC (company, municipality,HOA, utility, WOROS
MOORESVILLE REGIONAL OFFICE
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Robert Langdon per I SA NCAC 106 b
Title: General Partner RECE EDINCDENRlDWI$
4. Applicant's mailing address: 223 US Hwv 70 East Pointe Suite 100 All ( ) 1
City: Gainer State: NC Zip: 27529-_
WOR
5. Applicant's contact information: MOORESVILLE REGI AL OFFICE
Phone number: (21-9) 662-1001 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: DaVita Cabarrus
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.28660 Longitude: -80.66260
5. Parcel ID (if applicable): 01-024.0052.00
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew W. Johnson, P.E.License Number: 030521
Firm: Triad Design Groun PC
Mailing address: 4807-C Koger Blvd
City: Greensboro State: NC Zip: 27407
Phone number: (3� 218-$282 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: _ Permit Number:
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Nwtib r s_ irannlicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

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 Operational A iziecruent (FORM: HOS been attached?
[]Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased
❑ Retail with food prepu•ation/seivice
❑ 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
❑ Otlrer (Explain in Attachment)
5. Natureofwastewater; 100%Domestic/Commercial _% Commercial
_ %Industrial (See 15A NCAC 02T,0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.0 I 14(fl? ❑ Yes ® No
➢ If yes provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow Rb No. of Units
Flow
Dyalists Clinic
11,000 gal/Facility 2
11,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See ISA NCAC 02T 01 14(6) (d) (e)(t) 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.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project I1 000 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain);
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - Q'r ,03 5 &MDC 1(t avEty Sewee�:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6" 30 PVC
Section 11 & 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 021�t,405 & MDC (Pump Sta(ions/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: DaVita Cabarrus No 1
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: 0.012 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 50 gallons per minute at 108 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2"
975
PVC
6. Power reliability in accordance with 15A NCAC 021.0105(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T .0305(h)(1)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in ISA NCAC 021_,0305 1). & j z)
El Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum seuarations that shall be provided for sewer systems:
Setback Parameters`
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer 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
100 feet
"Waters classified WS (except WS -I or WS -V), B, SA, ORW, HOW, or SB from normal
hi&h water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ I ilk NCAC 021' 0305(x) contains alternatives where separations in 021,0_3g5ffl cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
If noncompliance with Q21L_0_305(t) gr (g) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No N N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 0213_0200? ❑ Yes ❑ No N N/A
➢ This would include Trout Buffered Streams per 15A NCAC_ 26.020
4. Does the project require coveragetauthorization under a 404 Nationwide or ❑ Yes N No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the ag l Buffer N muting 13raych
5. Does project comply with 15A_ N'CA_C_02'fJ0105(c)(6) (additional permits/certifications)? N Yes ❑ No
Per ISA ECAC. 02'I'.Oi OS(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC„ T.0402 "high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes N No ❑ N/A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC.02'1', the Minimum Design Criteria for the Permitting of Pump Stations
and porce Mains (latest versignj, and the Gravity Sewel_Minimurn Desien Criteria (latest version) as applicable?
® Yes ❑ No
IfNo, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
M
name from Application Item 111.1.)
that this application for
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 toy knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
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.
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..,,,,,,,,,,o,,,,,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
name & title from Application Item I.3.)
that this application for
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_L iM, 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:G `GWGf/c�w i Date:
FORM: FTA 04-16 Page 5 of 5

Tuvia, Ori A
From: Matt Johnson <[e-mail]>
Sent: Wednesday, April 18, 2018 9:12 AM
To: Tuvia, Ori A
Subject: [External] DaVita Cabarrus Sewer Line Permit
Ori -
Per our phone conversation, the proposed package pump will be a duplex grinder pump with a 2" outlet pipe.
Please let me know if you have any questions or need any additional information.
Thanks for your help on this
Maff Johnson, P.E.
Civil Engineer
design
4807-C Koger Boulevard
Greensboro. 14C' 21407
O'. 3.36-218-8282
F: 336-218-3010
www,Irad--- s49ngroup.COm

WSACC
s
508N0890N • KSWPik kta • OXNS18Nk8N1
Haynes Brigman
Town Manager
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
March 26, 2018
Subject: Flow Acceptance Request - Town of Harrisburg
Davita Cabarrus
Dear Mr. Brigman:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 ♦ 704.795.1564 Fax
www.wsacc.org
This is an approval of the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the Town of Harrisburg on March 22, 2018. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
commercial/medical wastewater from the proposed project entitled Davita Cabarrus, located near Rocky River
Road in Harrisburg. The referenced project includes a dialysis facility, with 11,000 gallons per day (gpd)
wastewater flow projected.
The wastewater generated by this project will be conveyed through a proposed force main, through existing
Town of Harrisburg gravity system, and then enter WSACC's system at the existing 12 -inch Crozier Branch
Interceptor. WSACC agrees to accept wastewater from the proposed development based on information
provided by Triad Design Group (Civil Engineer for the project) using North Carolina Department of
Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability. It should be noted that the list and schedule of
CIP projects are tentative and are revised periodically to reflect changing conditions and needs.
If construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, when
construction of this project is initiated.
If you have any questions, please call me at [phone], extension 228.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Tom Polito/Harrisburg
Matthew W. Johnson, PE/Triad Design Group
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord ❑City of Kannapolis 10 Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlone Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit: Davita Cabarrus
Project Title: Davila Csbarrus
Description: The Davita Cabarrus eneineerine plans and specifications as prepared and sealed by Matthew Jolmson NCPE
What is the quantity of flow that will be discharged? 500 GPD
Flow type:
❑ Domestic % ® Commercial 100 % ❑ Industrial %
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
mterce for connection point,
Pump Stattoo
Firm Capacity k
(A)
Dui®r Avenge Daily Flow^^
(B)
Appros. Cuneat
(C)
Obligated, Not Yet
(D) - (B+C)
Tonal Carona Flow
(E)�A-D)
(Name or Num
MGD
Finn/ber)
( pQ
Avcmgc Dally Flow
'Rihuhry Daily Flory
Plus Obligmcd Flaw
Available
MGD
MGD
MGD
MGI)
Ca c.
Moo
No Pump Stations on
Ronne
' The Finn Capacity orany poarp smtlaa b deaocd as the maaimumpamped now Thal can be achieved with the la, 9.t pump taken out ofa.rvlce.
^^Design Average Daily Flo. ¢ the firm capacity of the pump station dMiled by a peaking factor not less than 2.5.
^^aA Planning Assessment Addendum shall he attached far each Pamp station located benwea Ibe proiect mnacetiaa paint and the wWTP where Available Cq.a uy is <0.
Section 11. Jurisdiction's Certification Statement:
1, Tom Polito, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section I plus all attached
planning asses ent adds d ns for which, to the best of my knowledge, will not adverseI affe t the downstream sewer
capacity. Sign d pre f III s i t indicates acceptance of this wastewater flow.
3 [IZ�(.�
Jurisdiction's
Signature
(WSACC USE ONLY)
Revision Date: 08/09/13

Divlslon of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Traelcing/Acceptance for Sewer Extension Applications
RE0EIVE"T,SV,i.R0*My)
APR 16 nm
(WSACC USE ONLY Davita Cabarrus WOROS
`" MOORESVILLE REPIONAL OFFICE
Section I. Name of wastewater treatment facility (W WTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit UNCO036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
W WTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the W WTP, MGD 1.942
W WTP facility's actual avg. daily flow, MGD 17.040 (64.30% of permit)
Total flow for this specific request, MGD 0.011
Total actual and obligated flows to the facility, MGD 18.993
Percent of permitted flow used 71.67%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Section III. WSACC Certification Statement:
I, J. Thomas Hahn. 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 from the connection to the WSACC interceptor to the receiving
wastewater treatment facility and that the flow fi•oD 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 Section I and Section It plus all attached planning
assessment addendums for which 1 am the responsible party. Signature of this form indicates acceptance of this
16/?.C-
s Signing Oficial Signature
(A)
(E)
(C)
(D)-(aaC)
(E) -(A -n)
Pump Station
Firm CnpaOil)r *
Design Average Daily Flow ••
Approx. Current
Obligated, Not Yet
Total Current Flow
Available
(Name or Number)
MGD
(Firm/110
Average Daily Flow
Tributary Daily Flow
Plus Obligated Flow
Capacity"
MOD
\IGD
%IGD
\IGD
\ICD
Reedy Creek PS
16.500
6.600
1.506
0.277
1.783
4.817
Lower Rocky River PS
37.000
14.800
8.290
1.515
9.805
4.995
• The Firm Capacity ninny pump station Is donned as the maximum pumped Row that can be achieved with the largest pump taken out of senke.
••Design Average Dally Flow Is the arm rapacity orthe pump station dbdded by a peaking reetor not less than 2.5.
•"•A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the N9YTP %here Available Capacity Is <0.
Section III. WSACC Certification Statement:
I, J. Thomas Hahn. 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 from the connection to the WSACC interceptor to the receiving
wastewater treatment facility and that the flow fi•oD 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 Section I and Section It plus all attached planning
assessment addendums for which 1 am the responsible party. Signature of this form indicates acceptance of this
16/?.C-
s Signing Oficial Signature

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State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1576287
Date Filed: 2/22/201712:13:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2017 051 00080
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is:
RHGC Cabarrus LLC
(See Item lof the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executing these articles of organization in the capacity of a member, organizer or both,
Note: This document must be signed by all persons listed.)
Name Address Capacity
3.
Robert E. Langdon II c/o Langdon & Company LLP Organizer
223 US Hwy 70 E., Suite 100
Garner, NC 27529
The name of the initial registered agent is: Robert E. Langdon II
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street. 223 US Hwy 70 E., Suite 100
City Garner State: NC Zip Code, 27529 County: Wake
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
State: NC Zip Code: County:
6. Principal office information: (Select either a orb.)
a.❑ The limited liability company has a principal office.
The principal office telephone number: 919-662-1001
The street address and county of the principal office of the limited liability company is:
Number and Street: 223 US Hwy 70E., Suite 100
City:
Garner
State: NC Zip Code: 27529
County:
Wake
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626.0622
(Revised December 2016) 2 (Form L-01)

,
]
06
§

North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
RHGC Cabarrus LLC
Information
Sosld: 1576287
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 2/22/2017
Fiscal Month: December
Registered Agent: Langdon, Robert E, II
Addresses
Mailing
223 US Hwy 70 E. Ste, 100
Garner, NC 27529
Reg Mailing
223 US Hwy 70 E, Ste. 100
Garner. NC 27529
Company Officials
Principal Office
223 US Hwy 70 E, Ste. 100
Garner, NC 27529
Reg Office
223 US Hwy 70 E, Ste. 100
Garner, NC 27529
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
RHGC Investments, LLC
223 US Highway 70, Wuite 100
Garner NC 27529
https://www.sosnc.gov/online_services/search/Business_Registration_Results 4/11/2018