WQ0040857_Application (FTSE)_20190515

RECEIVEMCDENR/C WIR
Af s l
ENGINEERING
Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
Jeff Q Mc2eng.com
To: NCDEQ
610 E. Center Avenue
Mooresville, NC 28115
Attention: Sanitary Sewer Permitting Unit
704-663-1699
Project: Rivergate Greene
w Q�RO;S
MOOR 6$bgV 10NA11 �EUgg
Date: 05/07/19
❑
For Your Information
❑
As Requested
®
For Your Approval
❑
For Your Review
2
04/30/19
Cover Sheet
2
05/02/19
FTA 04-16
1
05/02/19
Application Fee for $480 (check #995)
2
09/24/18
NCSOS Company Registration
2
04/08/19
Flow Tracking/Acceptance Form (FTSE 10-18)
2
04/10/19
Flow Acceptance Letter
2
-
Topographic Site Map
2
-
Aerial Site Map
2
04/01/19
Developer's Operational Agreement
Comments: Please contact our office if any additional information is
needed at this time. Due to CLTWater comments on
public SS, the Pvt. SS line had been modified such that
permit for the 6" SS is no longer necessary.
CC:
lCom A. Platt, E.I.
Project Engineer
P:A17-056 Woda-Tryon\Calculations\Applications\Priv ate Wtr-SS\NCDEQ - Private
SS\05.07.19t-NCDEQ - FTA.doc

ENGINEERING
SITE/CIVIL ENGINEERING
LAND PLANNING
STORM WATER MANAGEMENT
UTILITY ENGINEERING
CONSTRUCTION ADMIN
April 30, 2019
Mooresville Regional Office
Attn: Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Re: Sanitary Sewer Collection for Rivergate Greene
The proposed project is located at 13731 South Tryon Street in Charlotte, NC. The
project consists of installing 75.59 linear feet of 8" PVC gravity sanitary sewer to
serve the proposed apartment complex. The system will include adding 2 new
private sanitary sewer manholes. The complex includes a central office building
with laundry facilities and 72 apartment units with 18 of them being 1-bedroom, 36
of them being
2-bedroom, and 18 of them 3-bedroom.
The proposed sanitary sewer extension will be a private sewer system that will be
owned, maintained and operated by Rivergate Greene, Limited Partnership. The
system will include a total of 5 sewer lateral connections. The proposed sewer will
connect into the proposed 8" gravity sanitary sewer in the right of way for the
proposed Orchardgate Drive, to be accepted, maintained and operated by Charlotte
Water as a publicly donated project.
Ultimately the sanitary sewer collection is treated at the McAlpine Creek Regional
Wastewater Treatment Plant (NC0024970) owned and operated by Charlotte
Water.
t
Jeffrey D. McCluskey,
President

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
RL=C'EItIFDfNCt7ENR/DWR
Application Number: (to be completed by DWR)
i'JAY 1 0 ?9Y)
All items must be completed or the application will be returned
WQROS
I. APPLICANT INFORMATION: MOORFSVILLF REGIONfai_ OFFICE
1. Applicant's name: Rivergate Greene (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Jeffrey J. Woda per 15A NCAC 02T .0106(b)
Title: Authorized Member of the General Parteership
4. Applicant's mailing address: 500 S. Front St, 101 Floor
City: Columbus State: OH Zip: 43215
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Rivergate Greene
❑ Privately -Owned Public Utility
❑ Other
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: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.096430' Longitude:-81.000838'
5. Parcel ID (if applicable): 219-124-03
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeff McCluskey License Number: 29606
Firm: Mc2 Engineering, Inc.
Mailing address: 2110 Ben Craig Drive, Suite 400
City: Charlotte State: NC Zip: 28262
Phone number: (70) 510-9797 Email Address: Jeffamc2eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek WWTP Permit Number: NCO024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 21 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
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 Agreement (FORM: HOA) 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 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 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
A 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 yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow a,b
No. of Units
Flow
Multi -Family (72 units)
135 gal/day
72
9,720 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
9,720 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 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9,720 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 75.59 P V C
➢ 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) & W ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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, 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, 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(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or W, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [—]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/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® 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)? ® Yes [—]No
Per 15A NCAC 02T.0105(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 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 ® 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
If No, 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 supporting documents.
2. Professional Engineer's Certification: �,{�j
�. ' `` attest that this application for
(Professional Engineer's name from Appli ation 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 viola , / ,/1�
North Carolina Professional Engineer's seal, signature, and date: w� AY I-1 illo
296Q6 s
• o
.GINS g e
MC 011
3. Applicant's Certification per 15A NCAC 02T .01106(b):
JI, � attest that thispptiion for Signature Authority's name & title from Application Item I.3.)
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.
lj�
(&a,
Signature: Date:-0, U ( , / V
FORM: FTA 04-16 Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No.
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 28th day
of
March
2019 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Rivergate Greene Limited Partnership.. , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER-
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in Mecklenburg — County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Rivergate Greene (hereinafter the Development).
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 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, thePartnership — (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-constructin., 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.
G. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, 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 pailies
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
I 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 and Declaration.
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.
FORM: DEV 0 1- 15 Page 1 of 2

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 yearly budget.
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 may require 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 a permit.
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 Rivergate Greene Limited
MANAGEMENT COMMISSION Nam of DEYELOPEi,
B - I A IV —�
S. Jay Zimmerman, Director (Siena e
Division of Water Resources
Jeffre J. oda Authorized Member
of the General Partnership
Prin Name and Title
ski �I 9
(Date) (Date)
FORM: DEV 01-15 Page 2 of 2

State of North Carolina
Department of the Secretary of State
SOSID: 1754294
Date Filed: 9/25/2018 12:26:00 P`I
Elaine F. Marshall
North Carolina Secretary of State
C2018 268 00429
CERTIFICATE OF DOMESTIC LIMITED PARTNERSHIP
INCLUDING OPTIONAL APPLICATION AS A REGISTERED LIMITED
LIABILITY LIMITED PARTNERSHIP
Pursuant to §59-201 of the General Statutes of North Carolina, the undersigned hereby submits this Certificate of
Domestic Limited Partnership.
1. The name of the limited partnership is; Rivergate Greene Limited Partnership
(The name must contain the words "Limited Partnership," or the abbreviation "L.P." or "LP," or the combination "Ltd.
Partnership". If the limited partnership is a limited liability limited partnership, as indicated in Item 11, below, the name
must contain the words "Registered Limited Liability Limited Partnership," "Limited Liability Limited Partnership," or the
abbreviation "LLL.P.," ..R.L.L.L.P.... "LLLP," or "RLLLP".)
2. If formed prior to October 1, 1986, complete this section:
County of Filing: County File Number:
Date of Filing:
3. Name of Registered Agent: Paige H. Pease, Esq.
4. Address of Registered Agent's Office:
Number and street: 16151 Lancaster Highway, Suite B
City: Charlotte State; NC Zip Code: 28277 County: Mecklenburg
Wi
6.
Address and telephone number of office where records are kept, if not kept at registered office:
Office Telephone Number:
Number and Street:
City: State: NC Zip Code: County:
Latest date upon which the limited partnership is to dissolve. (If no date is specified, there shall be no limit on the
limited partnership's duration.)
7. State the name, and address, including county and city or town, and street and number, if any, of each general
partner. (Attach additional sheets if necessary.)
Rivergate Greene GP, LLC, 500 South Front Street, 10th Floor, Columbus, OH 43215
8. This registration will be effective upon filing, unless a future date and/or time is specified:
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised Augusl, 2017) Page 1 Form LP-01

9. The following and attached signatures of EACH general partner constitute an affirmation under the penalty of
perjury that the facts herein are true. (Attach additional sheets if necessary.)
(a) If the general partner is an individual, complete this section:
Signature:
Typed or Printed Name:
Signature:
Typed or Printed Name:
Signature:
Typed or Printed Name:
Date:
Date:
Date:
(b) If the general partner is a corporation or other entity, complete this section.
Name of corporation or other entity R . Greene GP,
Signature of officer
Name and Title of oft3Cel- David cooper, Jr., Marra s nnembS
Date September 24, 2018
Name of corporation or other entity
Signature of officer
Name and Title of officer
Date
10. (Optional): Please provide a business e-mail address: —
The Secretary of State's Office will e-mail the business automatically at the address provided at no charge when a
document is filed. The e-mail provided will not be viewable on the website, For more information on why this
service is being offered, please see the instructions for this document.
IL (Optional): Complete this section ONLY if the limited partnership is to be a limited liability limited partnership at
the time of its formation.
❑ (Check here and complete the following information. The limited partnership is a limited liability limited
partnership. (Complete the following information.)
The street address of the principal office of the limited liability limited partnership is:
Principal Office Street Address
Number and Street:
City:
State: Zip Code: County:
• The principal office telephone number:
Principal Office mailing address (if different from the street address of the principal office above) is:
Number and Street:
City: State: Zip Code: County:
• The fiscal year end of the limited liability limited partnership is:
NOTES: Filing fee is $50.00 if #11 Option is not selected. If #11 Option is selected the fee is $125.00.
This document must be filed with the Secretary of State..
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised August, 2017) Page 2 Forma LP-01

State of North Carolina
Department of Environmental Quality
Division of Water Resouces
r
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: The Woda Group, Inc
Project Name for which flow is being requested: Rivergate Greene (Residential)
More than one FTSE nray be rerluired for• a singleproiect if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wasteivater 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, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 13.89
e. WWTP facility's actual avg. flow 69.19
f. Total flow for this specific request 0.0097
g. Total actual and obligated flows to the facility 83.09
h. Percent of permitted flow used 83.9%
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 FlowPlus
(Name or Permit Capacity, * (Firm / pfl, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Steele Creek 30.00 9.70 4.66 0.93 5.59 4.11
* 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 < 0.
Downstream Facility Name (Sewer): Talker Branch Outfall
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

llI. Certification Statement:
I Kerl 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.
Signing Official Signature
Chief Engineer
Title of Signing Ocial
4/8/2019
Date
Page 2 of 6
1 TS L 10-19

CHARLOTTE
W6TER
April 10t, 2019
Mr. Dennis Blackburne
Rivergate Green, LP
127 Abercorn Street
Suite 402
Savannah, GA 31401
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
RIVERGATE GREENE
13731 SOUTH TRYON STREET, CHARLOTTE, NC
CLTWATER TRACKING# 20192002
After an analysis of the sanitary sewer associated with the proposed design of project, 20192002,
RIVERGATE GREENE, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 9,720 gallons per day (72 units x 135 gpd/unit) 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 system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater 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 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 anew flow acceptance request must be made. If you
have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 d-ialiottewater.org
(6110 operated by the City of Charlotte

,3
�,
�
NORTH
REf°'
F _.._.
E
1
5
�4
4
-
T
SITE
r,
k ,•
rr
�y

E

North Carolina Secretary of State Search Results
Page 1 of 1
• 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
Rivergate Greene GP, LLC
Information
Sosld: 1836389
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 4/29/2019
State of Incorporation:
OH
Registered Agent: Pease, Paige
Addresses
Reg Office
16151 Lancaster Highway Suite B
Charlotte, NC 28277
Mailing
500 South Front Street 10th Floor
Columbus, OH 43215
Company Officials
Reg Mailing
16151 Lancaster Highway Suite B
Charlotte, NC 28277
Principal Office
500 South Front Street 10th Floor
Columbus, OH 43215
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www. sosnc. gov/online_services/search/Business_Registration_Results 5/ 10/2019