WQ0039432_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
August 22, 2017
Mr. Jeff Watson, Developer
Cotswold JV, LLC
568 Jetton Street
Davidson, NC 28036
ROY COOPER
Governor
MICHAEL S. REGAN
Secreietry
S. JAY ZIMMERMAN
Director
Subject: Permit No, WQ0039432
Cotswold JV, LLC
Townhomes at South Sharon Amity and
Woodlark Lane
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Watson:
In accordance with your application received August 18, 2017, we are forwarding herewith Permit No.
WQC039432 dated August 22, 2017, to Cotswold JV, 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 Ill: This permit shall not be automatically transferable; a request must be made and
approved..
Condition 1i.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,
Nothin Compares
State of North Carolina taiviarraatnenual Quality `Water Resource i Water Quality Regional Operations
Mooresville Regional Office 161© East Center Avenue, Suite 301 I Mooresville, North Carolina 281 15
7N-6b3-1699

If you need additional information concerning this matter, please coritact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Joel Causey, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

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
Cotswold JV, LLC
Mecklenburg County
for the construction and operation of approximately 303 linear feet of 6-inch gravity sewer, to serve the
Townhomes at South Sharon Amity and Woodlark Lane project, and the discharge of 3,420 gallons per
day of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received August 18, 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.
Thispermit 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: WQ0039432
Permit Issued: August 22, 2017

SUPPLEMENT TO PERMIT COVER SHEET
Cotswold JV, LLC is 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 NC0024937.
Permitting of this project does not constitute an acceptance of any part of the 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 project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 3,420 GPD, shall be 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}j
2. This permit shall become voidable unless the agreement between Cotswold JV, LLC and Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
02T.0304(h)]
The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0144; G.S 143-215.1(d3}]
2. 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
4

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 all 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. High -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.

^
i and easements shall bamaintained inthe full easement width for personnel and
equipment accessibility.
j.
Documentation shall be kept for Subparagraphs, (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
S. ThePemittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number (/O4)663'1699 assoon aspossible, but innocase more than Z4
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc';or
b. Any SSOand/or spill over 1,OUOgallons; or
c. Any SSQ and/or spill, regardless of volume, that reaches surface water
Voice mail messages or f axed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number(0OO) 858~0368or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-5SO (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken to
ensure that the problem does not recur. Part ||ofForm [S'5S0(or the most current Division approved
form) can also becompleted toshow that the SSQwas beyond control. [G.S.143-I15.1C(*1)l
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters ofthe State. [15A NCACOZT.01D8(b)l
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 mmthe form. Acomplete certification isone where the form is
fully executed and the supporting documents are provided asapplicable, 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 Pmrmi1tee to
appropriate enforcement actions.
if the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
m/Incorporation, Declarations/Covenants/Restrictions, and Hwlawsthat 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 as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
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

as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
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.S. 143-
215A(b)1
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Cotswold JV, LLC
PERMIT #: WQ0039432
PROJECT: Townhomes at South Sharon Amity and Woodlark Lane
ISSUE DATE: August 22, 2017
This project shall not be considered complete nor allowed to operate in accordance 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, ❑ weekly, n 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 ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
rRAA,.�ril1P RPTAToI ( iY'. I fi1A Fact ranter AVnnnp .CIDtrt 301 Mnnfe_ villet Nnrth ('.ernlina 7R11

ti
STATE OF NORTH CAROLINA
COUNTY OF .Mecklenburg
Permit No. 1400°J �`7.3.
DEVELOPER'S. OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 2 2 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
Cotswold JV,.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 Townhomes at S. Sharon Amity & Woodlark Lane. _(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 Iands.
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 fling of the
Declaration, the (Unit O*ner?' 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 dohereby 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

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
MANAGEMENT COMMISSION
---kS
Director, Division of Water Resources
(Date)-
_ Cotswold JV, LLC _
Name of DEVELOP eff Watson)
By:
. Jay Zimmerman, P.G. (Si
/
Print ame and Title 0
g/147,
(Date)
FORM: DEV 08-I3
Page 2 of 2

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGF EMENT made pursuant to G,S. 143-215.1 (di) and entered into this day of
by and between the North Carolina EnvironrrtentManagement
on, an agency of the State of North Carolina, hereinafter known as the COtvtMISSION; and
,C,ptswald TV; LTC , a corporation/general partnership registeredx'licen.sed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WI`I'NESSETH:.
The DEVELOPER is the owner of the certain lands lying in Mecklenl County, upon
which it is erecting and will erect dwelling units and other improvements, said development to'be known
as ,. 'Townhornes at S. Sharon Amity &pWoodlark Lane.
(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.
The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S, 143-
2I5.1 to construct, maintain, and operate the Disposal System.
4.. The DEVELOPER has created or shall create unit ownership in said dwellings units, other iznpravenlents
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the
Association), a non-profit corporation organized and c$istinig under and by the v€rtue 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. elernents of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds tier 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:
I. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by theCOMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable perrnit provisions and law.
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,
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 successor.
DEV 08-13 Page 1 c f2

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 operatior 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 arnount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can he 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(i,es) 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 trigina.ls by th.c 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 CCIMMISSI©N
ay rrmrnerrr a
Director, Division of Water Resources
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(Date)
FORM. DEV 08-13
Page 2 of 2

Division of Water Resources
State of North Carolina
i)epartt ent of Environmental Quality
Division of Water Resources
NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: F'
Ail items must be eorplet
APPLICANT INFORMATION:
be completed by DWR)
ion will be etPr,ng4
E. Applicant's name: Cotswold JV, I..LQ (company, municipality, HOA, utility,
2. Applicant type: © Individual Corporation © General Partnership L] Privately -Owned Public Utility
(� Federal © State/County E Municipal 0 Other
3. Signature authority's name: Jeff Wnt on per 15;A v( A,C a T 11,0
Title: Developer
4. Applicant's mailing address: 5.68 Ct ,Street
City: Davidson State: NC Zip: 28036- q j
Applicant's contact information:
Phone number: [phone] Email Address: watsan ¢gyp" pot atttltlevel+ haunt r t
IL PROJECT INFORMATION:
1. Project name: °Townhomes at, �ttth Sltar rt Arr it rt Woo rk L safe
2„ Application/Project status: Proposed (New Permit) 0 Existing PeProject
If a modification, provide the citing 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: 35.107"" Longitude:-80.48'12"'
5. Parcel ID (if applicable): 181 8 81ai11-10
(or Parcel ID to closest downsrrt sewer)
HI. CONSULTANT INFORMATION:
1. Professional Engineer: Joel Causey License Number: NC 4157f1
Firm: Coielenest & Stone
Mailing address: 200South Tryon &tees, Suite 1400
City: Qujrliatte State: NC Zip: 28202-
Phone number: [phone] Email Address: jcauseyecoIej
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sugar Creek WWTP Permit Number: NCOO24937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF);
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (ifapplicable): WQCS
Owner Name(s): Chant ttNe at
W ORO$
AL t
FORM: FTA 04-16 Page I 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 Olio ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an,Operationai Agreement (FORM: ROA) been attached?
❑ Yes [No ®NIA
4. Origin of wastewater: (check all that apply):
►1
Residential Owned
El Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
0 Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See l 5A NCAC 02T .0103(20))
(-)-Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0 114(f)? ['Yes
D If yes, provide.a caps 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.01.14(1))
Daily Design Flow a.e
No. of Units
Flow
18 (townhomes) x (190gpd/unit)
190 gal/gpd
18
3,420 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3,420 GPD
a See I5A 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 jin table I SA NCAC 02T.0 i.14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3 420 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- I 6
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC(Gravity Sewed,:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6"
303
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section I1I 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
I. Pump station number or name:
r
2. Approximate Coordinates (Decimal Degrees): Latitude: . aLongitude: - . °
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 I5A NCAC 02T .0305(h)(I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B):
D. 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 - I5A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) &-(g)
➢ 15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
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.0305Xg) 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 (n), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
> 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 all setbacks found in the river basin rules per ISA NCAC 02B ,0200?
➢ This would include Trout Buffered Streams per ISA..NCAC 28.0202,
®Yes No
ZYes ❑No
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ 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 Permitting Branch
5. Does project comply with I5A NCAC. 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per ISA NCAC 02T.0105(e)(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 ISA 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
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority Tines 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- l6 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 I0-14) 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:
oe ! -t t . '1 attest that this application for
(Professional Engineer's nam from Application Item III.1.)
—7-0it n1+lo ple,5 01 50u,i 51#r'on p,, ( 41001411f. l—a
has been reviewed by me and is accurate, complete and consisted 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 (Iatest 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 143-215.6B, 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 S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification pe/r►15A NCAC 02T .0106(b):
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attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
1 owr►korles 5avt� 51-Avi?h / ; 1J001/ArL 1.A^e
has been reviewed by me and is accurate and complete to the best o 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. [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.
Date;
FORM: FTA 04-16 Page 5 of 5

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Landscape Architecture zoo Smith Tryon Street. Suite 1400
Chatloaa N0,tB Cardin., V.202
Cm3 Engineering
p• 704 3761555 1.764376 7e51
Urban Design u4• www eulejenetstone.eem
Townhomes at S. Sharon
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3510'26.14"N 80'48'13.90"W
Site Map
Chen Development, LLC
21235 Catawba Ave
Cornelius, NC 23031
Project No.4456
Issued 12105116
Scale NTS Sheet
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& Stone
Shaping the EnYvonrnent
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Townhomes at S. Sharon
Amity & Woodlark Ln
Site Map
Chen Development, LLC
21235 Catawba Ave
Cornelius, NC 28931
Project No.4456
Issued 12/05116
Scale NTS Sheet
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CHARLOTTE
W(IJER
April 12, 2017
Mr. James Donahoe
ColeJenest & Stone, PA
200 S Tryon St
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
TOWNHOMES AT S SHARON AMITY & WOODLARK LANE
420 S SHARON AMITY ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2017401
After an analysis of the sanitary sewer system associated with the proposed design of project
Townhomes at S Sharon Amity & Woodlark Lane, it was determined that there is sufficient capacity
to accommodate the proposed sewer flow of 3,420 gallons per day (18 townhome units x 190
gpollot) 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 DEQ. 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 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.
!f 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 oavment'for anv service
connection(s) has not been received within (1)yearofissuance of this flow acceptance, this flow
acceptance aonrova! 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.
, t.42
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte. NC 28216 charlottewater.org
Operated by the City of Charlotte

6.
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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FFSE 04-16)
Entity Requesting Allocation: Col eJenest & Stone, PA
Project Name for which flow is being requested: Townhomes at S Sharon Amity & Woodlark Lane
More 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 Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC00249.70 , NCO 024945 , NC0024937
c. WWTP facility's permitted flow
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
12.478
65.760
0.003
78.241
".79.ao
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 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 IS.
*** 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): Sharon Amity Road (1962)
Downstream Permit Number: unknown
Page 1 of 6
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 I am the responsible party.
Signature of thi form indicates acceptance of this wastewater flow.
Signing Off Signature
Page 2 of 6
FTSE 04-16

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1489396
Date Filed: 1/5/2016 2:52:00 PM
Elaine F. MarshalI
North Carolina Secretary of State
C2015 365 00198
Pursuant to §570-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
1. Name. The name of the limited liability company is: Cotswold Ai, LLC
2. Organizer. The name and address of each person executing these articles of organization, as
organizer, are as follows:
Melanie J. Wright
1300 Baxter Street, Suite 300
Charlotte, NC 28204
3. Registered Agent. The name of the initial registered agent is: Ron L. Turner, Jr.
4. Registered Office. The street and mailing address and county of the initial registered office of
the limited liability company are:
568 Jetton Street, Suite 200
Davidson, NC 28036, Mecklenburg County
5. Limitation of Liability. To the fullest extent permitted by the North Carolina Limited Liability
Company Act as it exists or may hereafter be amended, no person who is serving or who has
served as a manager of the limited liability company shall be personally liable to the limited
Iiability company or any of its members for monetary damages for breach of duty as a manager,
whether such action is brought by or in the right of the limited liability company or otherwise.
No amendment or repeal of this article, nor the adoption of any provision to these Articles of
Organization inconsistent with this article, shall eliminate or reduce the protection granted herein
with respect to any matter that occurred prior to such amendment, repeal or adoption.
6. (OptionaI): Please provide a business e-mail addre
The Secretary of State's Office will e-mail the b
above at no cost when a document is filed. The e-mail provided will not be viewable on the
website.
Privacy Redaction
7. Effective Date_ These articles will be effective upon filing, unless a future date is specified:
This is the 31' day of December, 2015.
.
Melanie J. WrigJ', Organizer
00084377.1

ColeJen st
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
+ -
Landscape Architecture
Civil Engineering
+
Urban Design
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
p•r704 376 1555 E+704 376 71151 url t• www.colejenest5tone.com
Charlotte
Raleigh
Townhomes at South Sharon Amity and Woodlark Lane
The proposed Townhomes at South Sharon Amity and Woodlark Lane project is
located on a 1.23t acre site at the corner of Sharon Amity Rd. and Woodlark Lane In
Charlotte, NC. The site currently consist of three (3) single family homes which will be
demolished. The proposed project includes the development of eighteen (18)
townhomes which will generate a design wastewater flow of 3,420 GPD as calculated in
the attached application.
A new private 6" sanitary sewer collection system is 10 be constructed within the site
and will be connected to an existing 8" public sewer located in Sharon Amity Road.
Attached Items;
1. Fast Track Application
2. Application Fee of $480.00
3. Site Map
4. Street Aerial Map
5. Flow Tracking/Acceptance Form
P:i,5051CPst3J1,445sk500- Pumiteao - ApplintlAntlCover tetter doe

Corporations Division
•
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO 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: Cotswold JV, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1489396
Current -Active
Current
Domestic
1/5/2016
January
McLeod, J. Stephen
Mailing:
Principal Office:
Reg Office;
Reg Mailing:
19701 D W Catawba Avenue
Cornelius, NC 28031
19701 D W Catawba Avenue
Cornelius, NC 28031
19701 D W Catawba Avenue
Cornelius, NC 28031
19701 D W Catawba Avenue
Cornelius, NC 28031
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager:
Manager:
Holiday Investments LLC
19701 D W Catawba Avenue
Cornelius NC 28031
Tuner Family Investments LLC
568 Jetton Street Suite 200
Davidson NC 28036
https://www.sosnc.gov/Search/profcorp/11942123
8/18/2017

st
Lari
Townhomes at South Sharon Amity and Woodlark Lane
The proposed Townhomes at South Sharon Amity and Woodlark Lane project is
located on a 1.23t acre site at the corner of Sharon Amity Rd, and Woodlark Lane in
Charlotte, NC, The site currently consist of three (3) single family homes which will be
demolished. The proposed project includes the development of eighteen (18)
townhomes which will generate a design wastewater flow of 3,420 GPO as calculated in
the attached application.
A new private 6" sanitary sewer collection system is to be constructed within the site
and will be connected to an existing 8" public sewer located in Sharon Amity Road.
Attached Items:
1, Fast Track Application
2, Application Fee of $480,00
3. Site Map
4, Street Aerial Map
5, Flow Tracking/Acceptance Form
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Date:
Reference:
Attention:
Company:
We Are
Transmitting:
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Charlotte
TRANSMITTAL
August 18, 2017 v4 R` oa
4456.01 Townhomes at South Sharon Amity and Woodlark
Lane_NCDEQ Fast Track Application
NCDEQ-Mooresville Regional Office
Water Quality Section
610 East Center Avenue
Mooresville, North Carolina 28115
Tel; 704-663-1699
Copies
Dated
Herewith 0 Under Separate Cover
Description
2
8/8/17
8/8/17
Fast Track Application and Supporting Documents
Review Fee Check (Check No. 1021)
Transmitted Mail 0 Overnight 0 Courier 0 Hand Delivery 0 Pick -Up
Via:
For Approval © For Your Use
0 As Requested 0 For Review
Remarks: Please find the attached Fast Track Private Sanitary Sewer Application
and supporting documents in reference to the Townhomes at South
Sharon Amity and Woodlark Lane. Please contact the undersigned with
any questions regarding this submittal.
By:
cc:
Jacob D. Bachman, RLA
jdb
Mr. Jeff Watson — Chen Development
Mr. Joel C. Causey, PE, LEED AP — CJS
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son, doc

Central Files: APS _ •SWP _
8/22/2017
Permit Number WQ0039432 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
3,420
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Townhomes at South Sharon Amity and Woodlark Lane
Location Address
Owner
MajorlMinor Region
Minor Mooresville
Facility Contact Affiliation
County
Mecklenburg
Owner Name Owner Type
Cotswold Jv LLC Non -Government
Owner Affiliation
Jeff Watson
568 Jetton St
Dates/Events Davidson
NC 28036
Orig Issue
8/22/2017
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/17/2017 8/22/2017 8/22/2017
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin