WQ0039508_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
September 27, 2017
Mr. Steven M. Stawick, Vice President of Sales and Development
2620 Chelsea Dr., LLC
809 W. Hill Street, Suite C
Charlotte, NC 28208
Subject: Permit No, WQ0039508
2620 Chelsea Dr., LLC
The Carolina Townhomes
Wastewater Collection Sys
Mecklenburg County
Dear Mr. Stawick:
e
.;ROY COOPER
r orerno
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Extension Permit
In accordance with your application received September 25, 2017, we are forwarding herewith Permit No.
WQ0039508 dated September 27, 2017, to 2620 Chelsea Dr., LLC (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board,
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
Nothing Compares`°:
State of North Caro0ea Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 Mooresville„ 'North Carolina 2811.5
701-Cx33-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-maH at [e-mail],
bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, N[DE[l
c: Wanda G.Fuller, P.E.he,I`ov
Barbara Gross (e-cnpy)
Tommy Rowland (e-c my)
Regional Office Files
Water Resources Central Files

Environmental.
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
2620 Chelsea Dr., LLC
Mecklenburg. County
for the construction and operation of approximately 95 linear feet of 8-inch gravity sewer, to serve the
The Carolina Townhomes project, and the discharge of 570 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
September 25, 2017, and in conformity with 15A NCAC 2T; .the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as_applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039508
Permit Issued: September 27, 2017
3

SUPPLEMENT ��/ ��������U~� �& ��K����
o�� PERMIT v `����u.o� _aovn�u~n
2620 Chelsea Dr., LLCis hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water Sugar Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024937.
Permitting ufthis project does not constitute anacceptance ofany part ofthe project that does not meet
15A NCAC 2T the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed projectmepts
the appropriate design criteria and rules.
Construction and operation iscontingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
k' SPECIAL C0N0D[|0NS
1. No flow in excess ofthe quantity permitted herein, 50GPD, shall he made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b))
2, This permit shall become voidable unless the agreement between Z62OChelsea Dr~LLCand Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
3. The Operational Agreement between the Pern*bteaand the Envivon,ne, mta|Management Commission
iyincorporated herein bvreference and shall beacondition ofthis permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permitteetn all sanctions provided by North
Carolina General Statutes §�14]'Z15.6Atu§143'315.6[for violation oforfailure tmact ioaccordance
with the terms and conditions 0fthis permit. [ISANCAC 02T,O115]
III. STANDARD CONDITIONS
2. This permit isnot transferable. /nthe event there inades,irefor the wastewater collection facilities
to change ownership, or there is a name change of the Permnhtee m formal permit request shall be
submitted to the Division accompanied bvdocumentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall b8considered 0nits
merits and may Vrmay not beapproved. [15ANCAC O2T.O1Q4;G.S143'21S.1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T,; the Division's Gravity Sewer Minimum

Design Criteria adopted February 12, 1996; as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at ail times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. .The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. Nigh -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program -is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
5

and easements shall bgmaintained inthe full easement width for personnel and
equipment accessibility.
i Documentation shall hmkept for Subparagraphs (m)through U\ofthis Rule for aminimum ofthree
years with exception of the map, which shall be maintained for the life of the system.
5. The Pemnittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due toknown urunknown reasons, ' that renders the facility incapable
of adequate wastewater transport, such as mechanical orelectrical failures of pumps, Una
blockage orbreakage, etc.;mr
b. Any 55Oand/or spill over 1,OOOgallons; nr
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages nrfaxed information ispermissible, but this shall not be considered asthe initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone nunmber(8O0) 858-8358 or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS'SSD (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken tq
ensure that the problem does not recur. Part UnfForm CS'SSO(or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.lC(al)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt serviceby the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7' Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tothe address provided onthe form. Acomplete certification 1sone where the form is
fully executed and the supporting documents are provided aoapplicable, Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
if the permit iaissued tma private entity with anOperational Agreement, then acopy mfthe Articles
mfincorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form 'is fully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewerUnes&forco
mains) of the wastewater collection system extension, Final record drawings should be clear on

the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
7

as may be required by this Division, such as the construction of additional or replacement facilities.
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.3.l43-
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: 2620 Chelsea Dr., LLC
PERMIT #: WQ0039508
PROJECT: The Carolina Townhomes
ISSUE DATE: September 27, 2017
Thisproject shall not be considered complete nor allowed to operate in accprdance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, n weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final n Partial (include description),
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources { Water Quality Regional Operations
Mooresville Reeionalbffioel 610 East Center Avenue. Suite 301 1 Mooresville. North Carolina 28115

pr-
STATE F)F NORTH CAROLINA
' COUNTY OF Mecklenburg
Permit No.60C.\515a
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 20th day of
September, 2017 by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
2520 Chelsea Dr., 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 Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as The Caroline Townhomes at Chelsea (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
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 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 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 08-13 Page 1 of 2

v4: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 I, 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
MANAGEMENT COMMISSION
S. Jay Zimmerndan, P.G.
Director, Division of Water Resources
(Date)
2620 Chelsea Dr., LLC
Name
By:
(Signa
9AE7C5DOFFD9403...
• Steven M. Stawick
Print Name and Title
September 20. 2017
(Date)
authorized Agent
FORM: DEV O8-13
Page 2 of 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
I.5A NCAC 02T .13J10 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water :esour+c FA 04-16 & SUPPORTING DOCUMENTATION
Application Nmnher:
p9cte.d hr r)WR)
All items must be co or the application will be returned
APPLICANT INFORMATION:
1. .Applicant's name: 2620 Chelsea. Dr 1_, C (company, mun
?. Applicant type: Q Individual Corporation
( Federal State/County
Signature thordty's name: Steven M. Starviek per t SA
TtleetS.. ram` l' y ..
4, Applicant's nailing. address: 809 W. Hill St Suite C
City: Charlotte State: NC
Applicant's contact information:
Phone number: [phone]
PROJECT INFORMATION:
Zip: 282©8-
pality, I-IOA, utility,
❑ General Partnership Ej Privately -Owned Public Utility
Municipal E Other
ail Address: steve ?redcedarco,com
Project.nam.e: Carolina Townhomes
2. Application/Project.status: El Proposed (New Permit). ❑ Existing Pemiit/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; Mecklen'bura
4. Approximate Coordinates (Decimal Degrees): Latitude: 35..17838' Longitude:-80.84224'
5. Parcel ID (if applicable): 15114346-48 (3Iots-units)
(or Parcel ID to closest downstream sewer)
YONSULTANT INFORMATION:
Professional Engineer: Wanda G. Fuller I.icense Number: rv19220
Firm: Fuller Consulting Services
Mailing address: 6921 Parker harm Rd.
City: Ch
State: NC Zip; 2802 1 -
Phone number: [phone]
Email Address: wands,g,fuller t?grnail..com
WASTEWATER, TREATMENT FACILITI" (WWTF) INFORMATION:
I. Facility Name: McAlpine,Irwin,SugarPennit Number: NC0024970\i'C10024'945,N00024937
Owner Name: Charlotte Water
V. RECEIVING. DOWNSTREAM S:EWER INFORMATION (if different than WWTF):
1. Permit Nurnber(s): WQ
System Wide Collection System Permit Nurnber(s) pi able): WQCS
Owner Name(s):..
FORM: FTA 04-16
Pagel 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
❑ Residential Leased
❑ SchooI / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : I00 % Domestic/Commercial % Commercial
% Industrial (See I5A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes
➢ If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establishment Type (see 02T.0114(11)
Daily Design Flow a,b
No. of Units
Flow
DWELLING UNIT "A"
190 gal/UNIT
1
190 GPD
DWELLING UNIT "B"
190 gal/UNIT
1
190 GPD
DWELLING UNIT "C"
190 gal/UNIT
1
190 GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
570 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (Le., 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 570 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. GRAVITYSEWER DESIGN CRITERIA (lfApplicable ) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet) Material
8
95 DIP
Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria.
> Section 1.1.1 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 Statith
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 (S"DI-I)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A A( 02T .0305q 1
© Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)°
y Required for all pump stations with an average daily tlow 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:.
Q Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(11)(1)(C)
or
Q 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 046 Page 3 of 5

iX. SETBACKS & SEPA_RA {IONS — (0:2B .0200 & ISa NCAC 02T .0305(fl).
I Does the project comply with all separations found in 15. 'NCAC tl> 1 0305j1) ,(8)
A NCAC 021.03
contains minimum s�
Setback Pamir
r mains (vertical -water over s
ar tttains (torizontal)
aimed water lines 1 s ertical re
arations that shall b
sled below (vertical)
including in benched trenches)
ed ov
Reclaimed water lines (horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells, WS-1 waters of:"Class 1 or
im«ounded reservoirs used as a source ofdrinkirt water
® Yes [ No
'ovided for sewer systems
Separation Ruircd
assified WS (except WS-I or WS-V), I. SA, ORW, I1QW, or 5B from norni.al
or tide elevation) and wetlands (see item IX.2)
Any tr t] er stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Anv basement
'Foslo e of emba.nkmcnt or cuts of 2 feet or more vertical height
Drainage systems and interceptor drams
Any swimmingRo
al earth. grade (vertica
ACmm021 t9 115(t;) contains alternatives where separations in (YaT .305
classifications can be identified using the Division's NC" Surface
' If noncompliance with 021 t,31)3(,tLair�g,),, see Section X of this application
24 inches
1.8 inches
10 feet
annot be achieved.
Does the project comply with separation requirements for wetlands? (50 feet of scpara,tion)
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
he project comply with all setbacks found in the river basin rules per 11.,
his would include "trout Buffered Streams per 15A, N(AC._21:3,(1202
4. Does the project comply with an individual 404 Permit or any 401 Certifications?
0 No
No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 &Buffer Perm' Braru,h
Does project comply with I Cw' t l' 1" tl0 (rk)(A) (additional permits/certilicatior
Per 15A "ale? 1 t}_j) (). directly related environmental permits or certiticat.io
been applied for, or have been od. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
Z Yes No
applications are being prepared, have
6. Does this project include any sewer collection lines that are deemed "high-priority`s'"
Per i \ NCAC 02"1 {3 it"t2, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strcarnbanks that is subject to erosion that undermines or deteriorates the sewer,
El Yes No
fy ,include attachment with details for eae.h line, including type (aerial line, size, material, and foe
High priority lines shall be inspected by the pertnfttee or its representative at least once every six
oaths and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 14A NCLC 02,1;, the
and Force Mains (I tcst v rs'cull and the (irarttr° e er Min in
s
ro'
u
LI No
De ii C.riterit c r tl l rt tttn a I?u m
Crsteri„ ()ttt t± rw ar as applicable?
If No, complete and submit the Variance/Alternative Design Request application (VADC 1.0-14) 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:
I Wanda G. Fuller, PE
(Professional Engineer's name ft'ont Application Iter
attest 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 my knowledge. 1 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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes I43-215,6A 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 tine not to exceed $.10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
September 20, 2017
Applicant's Certification per 15A NCAC 02T .0106(b):
Steven M. Stawick
Signature Authority's name & title from Application Item
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 beeing returned as incomplete. I understand that any discharge of wastewater from this non-
discharse 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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 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 14 ? h 6 and wG 41 21 .61B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, whieh may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
DocuSigned by:
Signature:
AE7C5D©FFD94O
Date: 9/20/2017
FORM: FTA 04-16
Page 5 of 5

CHARLOTTE
WTER
September 19, 2017
Ms. Wanda Fuller
Fuller Consulting Services
3055 Winding Trail
Matthew, NC 28105
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
THE CAROLINE TOWNHOMES
2620 CHELSEA DR, CHARLOTTE NC
CLTWATER TRACKING# 20171198
After an analysis of the sanitary sewer system associated with the proposed design of project
20171198, The Caroline Townhomes, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 570ga11ons per day (3 units x 190 gpd/unit) at the
connection point(s) indicated on the submitted utility plan for transmission to the Sugar Creek
Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This acceptance of
flow is based on the existing capacity of the designated publicly owned treatments works. Please
see attached NC DEQ flow tracking form.
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 NC DENR. However,
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this lefter is not authorization to construct 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 and construction has not started
within one (1) year of issuance of this flow acceptance; and payment for any service connection(s)
have not been received within (1) year of issuance of this flow acceptance, this flow acceptance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
612 Operated by the City of Charlotte

A
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Fuller Consulting Services
Project Name for which flow is being requested: The Caroline Townhomes
Adore than one FTSE may 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a., WWTP FacilityName: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permittedflow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in .MGD
99.0
12.262
64.375
0.0006
76.638
77.4%
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) ()-(A D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity 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.
*** 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): Unknown
Downstream Permit Number: Unknown
Page l of 2
FTSE 04-16

III. Certification Statement:
I Carl Wilson 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 T am the responsible party.
Signature of this,fjprm indicates acceptance of this wastewater flow.
Signing Officia
g1491Nj
nature
Page 2 of 2
OD I /77
re
FTSE 04-16

9/20/2017
Business Registration Division
Click Here To:
Elaine F Marshal
Secretary
North Carolina
DEPARTMENT OF THE
ECRETARY OF TATE
PO Box 29622 Raleigh,Ne 2762.6-€ 6 2 t919)81 54
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: 2620 Chelsea Dr, LLC
Limited Liability Company Information
Sosld: 1496415
Status: Current-Ave
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 2/5/2016
Fiscal Month: January
Registered Agent: COGENCY GLOBAL INC,
Corporate Addresses
Reg Office: 212 South Tryon Street Suite 1000
Charlotte, NC 28281
Reg Mailing: 212 South Tryon Street Suite 1000
Charlotte, NC 28281
Mailing: 2224 Sandy Dr.
Eugene, OR 97401-5169
Principal Office: 2224 Sandy Dr.
Eugene, OR 97401-5169
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Benjamin D. Bazer
2224 Sandy Dr
Eugene OR 97401
Account
Login
Create
. _Site
Account
https://www.sosnc.gov/Search/profcorp/11988019 1/1

Polaris 3G Map Mecklenburg County, North Caro
2620 cheisea
Nvelitomovvorr,,I, ,
0.0031006
This mp or reportfor theinventoryreal
Users of this map or report are hereby notified that the
resp ibility for the information contained herein.
0
Date
Printed: 2017 8:08:53 P
„AliMirita
petty within Mecdenburg County and is comped frem recorded , tax maps, surveys, planimetnc maps, and other public recorcis and d
rementoned public primary information sources should be consulted for verilicatiorL Mecklenburg County and its mapping contractors assume no I

35' ta 51' IN
35' IC N
150 3tX:i
Soil Map —Mecklenburg County, North Cambria
(2620 Chelsea Dr„ Charlotte, NC Mecklenburg Co.)
-3Meter5.
Map papjection: Web Mercator Comer coordnates W6594 Edge 1xs UTM Zone 17N WGE84
35° ICSF
35
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
9/20/201 7
Page 1 of 3

C2, rtte t

7/26/2017
Vrtua Charlotte, Chart e GIS
Delp
2620 Chelsea
Find Address fTe41,
Public Art
Fire Stations
Fire Response Areas
Police Divisions
Council Districts
r Solid Waste Collection
Neighborhood ...
Storrnwater ...
I[+-] Transit ...
Transportation ...
j' Planning ...
�' Engineering -Survey...
More Layers ...
Parcel i a. f7 6,;,
or Inte
ections g
hltp://vc,charrneck.org/
1/2

Business Registration Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT ]T OF THE
Secretary SECRETARY OF STATE
P4 Box 29622 Raleigh,NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: 2620 Chelsea Dr, LLC
Limited Liability Company information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1496415
Current -Active
Current
Domestic
2/5/2016
January
COGENCY GLOBAL INC.
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
212 South Tryon Street Suite 1000
Charlotte, NC 28281
212 South Tryon Street Suite 1000
Charlotte, NC 28281
2224 Sandy Dr.
Eugene, OR 97401-5169
2224 Sandy Dr.
Eugene, OR 97401-5169
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager:
Benjamin D. Bazer
2224 Sandy Dr
Eugene OR 97401
https://www. sosnc. gov/Search/profcorp/119 8 8019
9/26/2017

Page to1I
FULLER CONSULTING SERVICES
6921 Parker arm Rd., Cfierryville, NC 28021
(704) 622-652o Cell
anda.g.fttfferLcom.
Firm. License # F-1196
September 20, 2017
Mr, Barry Love
NCDEQ
Mooresville Regional Office
Water Quality Section
610 E. Center Ave.
Mooresville, NC 28115
`NiCTE# _1922o
RE: Fast Track Sewer System Extension Application Submittal
The Caroline Townhomes @ Chelsea Dr., Charlotte, NC, Mecklenburg County,.
Dear Mr. Love,
Please find attached the application and associated data for a 95 LF Private Sewer Trunk to
serve a triplex residential development, The three (3) units are townhomes for sale.
Please let me know if you need anything else,
Sincerely,
Wanda G. Fuller, PE
Attachments:
• 1 set of sewer plans
• 1 NCDEQ Fast Track Sewer Permit
• 1 Developers Operational Agreement
• 1 topo map, aerial map, ex, Utility locations, 1 street aerial map, 1 other
topo map with parcels.
• 1 check for $480.00
• 1 acceptance letter(Charlotte Water)
• 1 flow tracking / acceptance for sewer ext. apps, (Charlotte Water)

Permit Number WQ0039508
Central Files: APS _ SWP
9/2.7/2017
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
570
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
The Carolina Townhomes
Location Address
Owner
lVlajorlMinor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
2620 Chelsea Dr LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Steven Stawick
809 W Hill St
Charlotte
NC 28208
Orig Issue App Received
9/27/2017 9/25/2017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue Effective
9/27/2017 9/27/2017
Requested/Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin