WQ0040759_Application (FTSE)_20190412

State of North Carolina
DWR 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:�V Q�`1"lJ 1 1 (to be completed by DwR) "
Plq _ 2 2019
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: SDH Charlotte, LLC (doing business as Smith&Douglas Homes) (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: Ron Willing per 15A NCAC 02T .0106(b)
Title: Land Development Manager
4. Applicant's mailing address: PO Box 311
City: Midland State:NC Zip:28107-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: River Park II
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: WQOO_
3. County where project is located: Gaston
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.313547' Longitude: -81.000981°
5. Parcel ID (if applicable): 4507233471
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James M. Carpenter License Number: 16741
Firm: Stewart Inc
Mailing address: 101 N.Tryon Street, Suite 1400
City: Charlotte State:NC Zip: 28202-
Phone number:[phone] Email Address:jcamenter(a),stewartinc.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Mount Holly W WTP Permit Number:NC 0021156
Owner Name: City of Mount Holly
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream(Receiving) Sewer Size: _inch
System Wide Collection System Permit Numbers)(if applicable): WQCS_
Owner Name(s):_
FORM: FTA 04-16 Page 1 of 5

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VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utilit[ has4-'i~6ftrfi6i"lbfRiil�li9=EQnvenience 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?
N Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners'Association, has an Operational Agreement(FORM:HOA)been attached?
❑Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
N Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash
❑.Residential Leased ❑Retail with food preparationiservice ❑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 %Commercial
%Industrial(See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect? ❑Yes ❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(fl? ❑Yes N No
➢ If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see OZ1.0114(f)) Daily Design Flow a," No.of Units Flow
Single Family 4 Bedroom Homes 280 gal/day 207 57960 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 57960 GPD
a See 15A NCAC 02T.0114(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 ofthe 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.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 57960 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)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 10,448 PVC
8 116 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: _millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): gallons per minute at_feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with 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
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):
➢ 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 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 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,W S-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,HQW, or SB from normal
high 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
➢ 15A NCAC 02T.0305(e)contains alternatives where separations in 02T.0305(f)cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(f)or(e).see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) N Yes [-]No ❑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 02B .0200? ❑ Yes ❑No N N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes N No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? N Yes ❑No
Per 15A NCAC 02T.0105(0(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 02T.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 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
IfNo,complete and submit the Variance/Alternative 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 supportine documents.
2. Professional Engineer's Certification:
i
1, S attest that this application for
(Professional Engineer's name from Application Item III.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, 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.
......................
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North Carolina Professional Engineer's seal,signature,and date: •�A\k CANQe/ °ssgp
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, RW WIL.0 061 1_AW> DEVEIMF4IT (My b t4ea attest that this application for
(Signature Authority's name&title from Application Item L3.)
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.
Signature: �`� Date: / Z 7
FORM: ETA 04-16 Page 5 of 5

STATE OF NORTH CAROLINA I Q
COUNTY OF GASTON Permit No. kloCol-/d75 I
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this 2.q day of
tAf%?GN 2 D l9 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
SDH Charlotte, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Gaston County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as River Park Subdivision (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association),a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re-constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re-construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constricted,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
cnnAS. T UXT 11 1- n___ 1 ..C'1

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearlybudget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the continued
proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide in the
Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of apermit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction; maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies)where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL 5pd Cr,"j;j; Lc,
MANAGEMENT COMMISSION Name ofDEVELOPER
Bye
Linda Culpepper (Signature)
Interim Director, Division of Water Resources
t �Aj k/1t
Print Name and Title
3/Z7/If
(Date) (Date)
UnnA 4. ..cam

LETTER OF TRANSMITTAL
OR 20N
S T E WA R T TO FROM
NCDEQ Mooresville Regional Office Riyad Baroudi
Water Quality Section Stewart, Inc.
610 E. Center Avenue 101 N. Tryon St., Suite 1400
Mooresville NC, 28115 Charlotte NC 28202
DATE SENT VIA
03/29/2019 UPS
PROJECT NUMBER PROJECT NAME
X17049 River Park Subdivision
COPIES DATE DESCRIPTION
1 03/29/19 Fast-Track Application - Cover Letter
1 03/29/19 Fast Track Sewer System Extension Application
1 03/29/19 Application Fee Check
1 03/29/19 Flow-Trackin Acce tance Form
1 03/29/19 Site Ma
1 03/29/19 Developers O erational Agreement
For approval For review & comment Returned for corrections
For your use ❑ Approved as submitted Returned after review
As requested Approved as noted Resubmit copies for approval
COMMENTS
Fast Track Sewer Application for River Park Subdivision
SIGNED COPIED TO
File
STRONGER BY DESIGN
101 NORTH TRYON ST. CHARLOTTE,NC T 704.334.7925 '
SUITE 1400 28202 F 704.334.7926

r7U
S T E WA R T FAST-TRACK APPLICATION (FTA 04-16) - COVER LETTER
Re: River Park II
City of Mount Holly, North Carolina
Prepared by: James Carpenter, PE
March15, 2019
Proposed Design flow from City of Mount Holly:
Proposed Average Daily Flow = 207 homes X 240 GPD/home = 50,000 GPD
Proposed Development:
River Park II proposes the construction of 207 single family homes resulting in an
average daily flow of 50,000 gallons.
The sewer flow will travel via a gravity sanitary sewer system consisting of 10,564
linear feet of 8"sewer main with associated manholes and 4" service laterals.
The wastewater will be 100% domestic type waste.
STRONGER BY DESIGN
101 NORTH TRYON ST. CHARLOTTE,NC T 704.334.7925
SUITE 1400 28202 F 704.334.7926

APR 1 ,2 2019
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Ivislon of Water Reso I urces Flow Tracking for Sewer Extension Applications
(FTSE 110-18)
Entity Requesting Allocation: SDH Charlotte, LLC
Project Name for which flow is being requested: River Park 11
More than one FTSE may be requited for a single projeet if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastrwaterflo-k
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mount Holh WWTP
b. WWTP Facility Permit 0021156R
;e�
%Wo in MGD
c. WWTP facility's permitted flow 4.0
d. Estimated obligated flow not yet tributary to the WWT? 0.90
e. VVVVTP facility's actual avg. flow 2.02
f. Total flow for this specific request .0580
9- Total actual and obligated flows to the facility 2.97r,—
h. Percent of permitted flow used
IL 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) (F)=(A-D)
Design
Average Approx. Obligated, Total
Pump Daily Current Not Yet Current Flow
Pump Station Station Firm Flow" Avg. Daily Tributary Plus
(Name or Permit Capacity, (Firm/pf), Flow, Daily Flow, Obligated Available
Number) NO. MUD MGD MGD MGD Flow Capacity***
Dutchmans 5.04 1.68 1.222 0.237 1.459 0.121
Creek
PS
The Firm Capacity(design flow)of any pump station is defined a pumped flow
that can be achieved with the largest pump taken out of'service.
Design Average Daffy 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<0.
Downstream Facility Name(Sewer):_--
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I :David E Johnson certify y it
_ i to the best of m 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
wastewa "
3
Signingl
Ahtxiir
[. iLI( IM,
Title of Signing Official
i !
I�
1
Page 2 of 6
FTSE 10-18

.,Ilk '� .,3 gAil
RIVER PARK II SITE
� y
iR&• , ,"� PROPOSED
GRAVITY SEWER
g CONNECTION
T `x✓ wsw.m�wwxw R +
f 1`
,a
PROPOSED
GRAVITY SEWER
IN, I CONNECTION
He
LL
DOO WOOD OR
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y � -i•Iw��, � � i" ""�^' �'*.,."+'°Yz», -»,«„;,mar�l V � '�. F one'
SCALE = 1" = 800'

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Limited Liability Company
Legal. Name
SDH Charlotte LLC
Information
Sosld: 1500720
Status: Current-Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 2/25/2016
State of Incorporation:
GA
Registered Agent: Gaskins, James A
Addresses
Mailing Principal Office Reg Office
110 Village Trail, Suite 215 110 Village Trail, Suite 215 4293 Highway 24 27 E, Suite D2
Woodstock, GA 30188 Woodstock, GA 30188 Midland, NC 28107-8502
Reg Mailing
4293 Highway 24 27 E, Suite D2
Midland, NC 28107-8502
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. k
Manager
Thomas L Bradbury
110 Village Trl Ste 215
Woodstock GA 30188
}
https://www.sosnc.gov/online_services/search/Business_Registration_Results 4/3/2019