WQ0042152_Application (FTSE)_20210105

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CIVIL ENGINEERING DESIGN LAND SURVEYING LETTER OF TRANSMITTAL
8720 RED OAK BOULEVARD, 5TE. 420
CHARLOTTE, N.C. 28217 DATE: 11/19/202o JOB NUMBER: 18150
PHONE [phone] FAX [phone]
ATTENTION: NCDEQ - Water Quality Section
RE: Greenway Business Center Townhomes
TO NCDEQ - Water Quality Section Fast Track Sewer
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
WE ARE SENDING YOU P] Attached ❑ Under Separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans Applications ❑ Specifications
❑✓ Copy of letter ❑ Disk ❑✓
COPIES
DATE
NO.
DESCRIPTION
2
--
5
Fast Track Application
1
--
1
$480 Fee Check
1
--
2
Location Maps
2
--
2
Cover Letter
1
--
1
Developer Business License Info
2
--
2
HOA Operational Agreement-;
2
--
2
DEV Operational Agreement` "`=`�-
2
-_
2
Flow Tracking Application from CLTWater
Ii`I};5a
THESE ARE TRANSMITTED as checked below:
Q For approval ❑ Approved and submitted ❑ Resubmit copies for approval
❑✓ For your use ❑ Approved as noted ❑ Submit copies for distribution
As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
REMARKS
If you require any additional information at this time please contact me at [phone] or
aquesenberry@ isaacsgrp.com.
x C -'IVkN '.
NOV G0
MOORE S V!LLP. 1RiI*r;10' E 0PFj(;y
COPY TO SIGNED Alex Quesenberry, P.E.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
'WR
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 14��Ct o be completes by Dwx)
All items must be completed or the application will be returned DEC —1 0
I. APPLICANT INFORMATION: WO! '
1. Applicant's name: Rozzelles Ferry Partners 1 LLC (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: Paul Cooper Morrison Jr. per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 601 S Cedar St, Ste 200 R11:11: , r
City: Charlotte State: NC Zip: 28202
5. Applicant's contact information:
NOV 2020
Phone number: [phone] Email Address: cooper.morrisongbeauxwrieht.com a R,08
IL PROJECT INFORMATION:
1. Project name: Greenway Business Center Townhomes
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 County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.150 Longitude:-80.52'
5. Parcel ID (if applicable): 069-041-32
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
l . Professional Engineer: Christopher Isaacs, PE License Number: 18947
Firm: The Isaacs Group, PC
Mailing address: 8720 Red Oak Blvd, Suite 420
City: Charlotte State: NC Zip: 28217-
Phone number: [phone] Email Address: aquesenbegy((j�isaacsg.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin Creek WWTP Permit Number: NCO024945
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ unknown Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS N/A
Owner Name(s): CLTWater
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?
❑X Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑X 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 p2T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa 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:
8
Establishment Type (see 02T.0114(fl)
Daily Design Flowage
No. of Units
Flow
Multifamily Townhomes
190 gal/unit
133
25,270 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
25,270 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.
Wastewater generated by project: 25,270 GPD (per 15A NCAC 02T .0114)
➢ Do not include fitture 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Seiversl:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,697
PVC
8
140
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 (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l . 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):
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 timeftames, 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) Q 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 waterlines 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 I I
_ 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 (a), 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 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or [:]Yes Z 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

DocuSign Envelope ID: 2A/C1B07-0D/D-41FB-B2A9-5226D/AF_50EB
X. CERTII+ICATIONS:
I
1. Does the submitted system comply with 15A NCAC 02T, the Minimunn Desk-❑ Criteria for tlic�pA --lit,
and force Mains (latest version), and the Gravity Sewer Minimum Design Criteria latest version) as app
N 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 last Ti-acic At�plication and supporting documents.
2. Professional Engineer's Certification:
1 Christopher Isaacs attest that this application for
(professional Engineer's name from Application Item I11.I.)
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 MininIUm 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.
I, Paul Cooper Morrison Jr._Mananger, Rozzelles Ferry Partners 1 LLC attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of n1y 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.W 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.
Docu Signed by:
�,bbptV �ibVVlSbbL 12/8/20
Signature: _ _ Date:
FORM: FTA 04-16 Page 5 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:
3.
I, attest that this application for
(Professional Engineer's name from Application Item 11L1.)
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. i
NOTE — In accordance with General Statutes 143-2I5.6A and 143-215.68, 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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' SEAL <•: GROUP, P.C.
s = = t ENGINEERING &
18947 LAND SURVEYING' Digitally si ned b
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®�SV`®` �.e may' A�e� Christopher N.
�j�4tj '°ee•�.a.os+° ``��� �:..-�L+�--G.'y icy Isaacs, P. �.
�j-il��Ufi Date: 2020.11.18
Applicant's Certification per 15A NCAC 02T .0106(b):
I Paul Cooper Morrison Jr' Manager, Rozzelles FerryPartners 1 LLC
"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 inforination 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:
FORM: FTA 04-16
Date: 11 / 13/2020
Page 5 of 5

STATE OF NORTH CAROLINA
COUNTY OF
Permit No.
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this
November 2020
13th
day of
by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Greenway Townhomes Owners Association , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as
Greenway Townhomes
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction and
repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a pen -nit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter47C
or 47F of the North Carolina General Statutes.
5. 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 parties hereto,
the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to 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 ASSOCIATION 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 bythe Association except for Federal, State, and local taxes and insurance.
FORM: HOA 03-19 Page 1 of 2

3. The ASSOCIATION 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 fund allocated for the facility and shall be part of
the yearlybudget.
4. In the event the common expense allocation and separate fund(s) 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 be provided such that special assessments can be made
as necessary at anytime.
5. 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 ASSOCIATION 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.
6. 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 ASSOCIATION 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 bythe issuance of a permit.
7. The ASSOCIATION 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
ASSOCIATION'S successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. 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 Greenway Townhomes Owners Association
MANAGEMENT COMMISSION Name ofASSOC/IATION
By: %c
S. Daniel Smith (Signature)
Director, Division of Water Resources Paul Cooper Morrison Jr.
(Date)
Print Name and Title
11/13/2020
(Date)
FORM: HOA 03-19 Page 2 of 2

CIVIL ENGINEERING DESIGN & LAND SURVEYING C=
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
Date: November 11, 2020
Re: Greenway Business Center Townhomes
Private Sewer System
On behalf of Rozzelles Ferry Partners 1 LLC, we are hereby requesting a sewer permit for a private gravity sanitary
sewer system at a new townhome development called Greenway Business Center Townhomes located along
Rozzelles Ferry Road, West Trade Street, Zebulon Avenue, and Judson Avenue in Charlotte, North Carolina. The
subject development is located at parcel ID 06904144, 06904135, 06904134, 06904128, 06904133, 06904132,
06904137, and 06904136. Approximately 2,837 linear feet of 8-inch PVC/DIP gravity sewer is proposed to be
constructed under the permit. The proposed private sewer distribution system will tie to existing public sewer
manholes owned and maintained by Charlotte Water. Capacity Assurance has been submitted to Charlotte Water
and they have provided Flow Tracking/Acceptance (FTSE 04-16) which is included with this submittal package.
In summary:
1. Owner/Developer: Rozzelles Ferry Partners 1 LLC
Signature Authority— Paul Cooper Morrison Jr.
601 S Cedar St, Suite 200
Charlotte, NC 28202
Phone: [phone]
2. System to be Permitted: Approximately 2,697 linear feet of 8-inch PVC gravity sewer
Approximately 140 linear feet of 8-inch DIP gravity sewer
36 private manholes
3. Included with Application Package:
a. One original and one copy of Application
b. This Cover Letter
Application fee check: $480 payable to NCDEQ
Proof of Rozzelles Ferry Partners 1 LLC current status
FTSE 04-16 Form from Charlotte Water with Flow Acceptance Letter
f. Site Maps
g. HOA-03-19 and DEV-03-19 Agreements
We look forward to hearing from. Please contact me directly if you require any additional information in order to
process this request. My phone number is (704)-887-6586 and my email is [e-mail].
Thank you,
Alex Quesenberry, P.E.
The Isaacs Group, P.C.
704-527-3440 ext. 121

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State of North Carolina
Department of Environmental Quality
= Division of Water Resources
mmkt6 7� __K. -- Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: The Isaacs Group
Project Name for which flow is being requested: Greenway Business Center Townhomes
More than one FTSE niay be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NCo024970, NC0024945, NCO024937
AZl flows are in MGD
c. V WTP facility's permitted flow 09.00
d. Estimated obligated flow not yet tributary to the WWTP 10.215
e. WWTP facility's actual avg. flow 73.817
f. Total flow for this specific request 0.02489
g. Total actual and obligated flows to the facility 84.032
h. Percent of permitted flow used 84.9%
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 Putnp Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer)`. ROZZelies Ferry Road
Downstream Permit Number: Unknown
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III. 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 forwhichI 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.
8/25/2020
Signing Official Signature Date
Chief Engineer
_
Title of Signing Official
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FTSE 10-18