WQ0038286_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
February 15, 2016
Mr. Bobby Drakeford
The Drakeford Company
1914 Brunswick Avenue
Charlotte, NC 28207
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038286
The Drakeford Company
Morningside Mews Townhomes - Phase One
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Drakeford:
In accordance with your application received February 9, 2016, we are forwarding herewith Permit No.
WQ0038286 dated February 15, 2016, to The Drakeford Company (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 11a: This permit shall not be automatically transferable; a request must be made and
Condition 11.4:
approved.
air
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 150E 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.
State of North Carolina 1 Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Officel 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
"x bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDE[l
cc: Christopher M.Fleck, P.E.(e'copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
Page 2 of 9

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
The Drakeford Company
Mecklenburg County
for the construction and operation of approximately 174 linear feet of 6-inch gravity sewer to serve 12
townhome units as part of the Morningside Mews Townhomes - Phase One project, and the discharge of
2,280 gallons per day of collected domestic wastewater into the Charlotte Water existing sewerage
system, pursuant to the application received February 9, 2016, 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
condition nd..lir itations contained therein.
p. by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038286
Permit Issued: February 15, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
The Drakeford Company 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, 2,280 gallons per day, 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 027.0304(b)1
2. This permit shall become voidable unless the agreement between The Drakeford Company and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h))
r-. e-OperatuanalAgreement-between-The-Perm ittee and the Environmental M nagement-Cem i—ssion-
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 §143-2.15.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T,0115)
II. STANDARD CONDITIONS
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. [1SA NCAC 02T.0104; G.S 143-215.1(d3)j
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
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.0110j
Page 4 of 8

I
application ,�ooan�saav°�„°,
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 (Le. 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. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 8

5. The Permittee 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,.
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 or breakage, etc,; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed 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 [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G,S. 143-215.1C(a1))
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 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 to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary, to the wastewater collection system extension nprior to completion of this Engineer's
__. M.µ
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, 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 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
Page 6 of 8

I
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 (includingpipe 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-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERM#KTTEE:
PERMIT #:
PROJECT:
ISSUE DATE.
The Drakeford Company
VVQ0038286
hAorningsideMews Tnvvnhomeo Phase One
February 15,JQ16
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 requ:ired 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 Pe/mbtee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until afinal certification isreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations, regardless of whether partials have been submitted.
PENmnTEs'S CERTIFICATION
|, the undersigned agentforthePennbtee hereby state that this project has been constructed pursuant
to the applicable standards 0&requirements, the Professional Engineer below has provided applicable
design/construction information tnthe Permittem,and the P8rrnitteeis prepared to operate 8'maintain
the wastewater collection system permitted herein orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CEuT11FICAT110N
|, asa duly registered Professional E inthe State ofNo�hCandxna,
having been authorized to observe ( | periodically,l weeNy, 8 1 full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the bestof
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 OIT; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February lZ,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1,3Q0O,as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final F� Partial (include description
Certification Comments/Qualifiers if necessary):
State allorth Carolina Is"="ni"entalQuality | Water Resources | Water Quality Regional Operations

E OF NORTHHCAROLINA
NTY OF ! '
OPERATIONAL AGREEMENT
Permit No. V/Qw3 a* to
This. AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
• t Lo , by and between the North Carolina Environmental Management
Commission, an age cy of the State of North Carolina, hereinafter knovxm as the COMMISSION; and
A F/i • s �' � �cJ J
2�1 7 f1 e OC,JI2er-�' ft-a& C'rr,n` non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the Iands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatmentworks, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands:
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
sires o assure h rthe Disposal System of -the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters .of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and operated in conformity with law and the provisions of the permit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element, which will receive the highest
priority for expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 01-I5 Page I oft

Fp!
. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses. In order to assure that there shall be funds readily
available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of
the common expenses. Such fund shall be separate from the routine maintenance fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on. the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or .transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION`s successor.
8. The agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation -of -the -Disposal -System.- - --- -._._
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties n9ied below:
19:141--/7 ��jj %r am ,'%&, s aol Li/%t,y
Name of ASrSOCIATION rSvC kc715
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
A
d i - S. Jay Zimmerman, Director
Division of Water Resources
(Date)
FORM: HOA 01-15
By: 1'S;�'�'
(Signature)
Ray 5Dr , rd ,9L't'
Frint Name and itle
(Date)
Page 2 of 2

•3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses. In order to assure that there shall be funds readily
available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of
the common expenses. Such fund shall be separate from the routine maintenance fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION's successor.
8. The agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the. Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties na ed below:
FOR THE ENVIRONMENTAL Ne)re4-, 4 / Z J ) r &.PleOLLYtt r�
MANAGEMENT COMMISSION Name of AS OCIATION rfvC kr71-5 du)
By: ZOI6a-107
S. Jay Zimmerman, Director (Signature)
Division of Water Resources
7--f 5n—cc t-13,--1, ii(i)&4-dep4"
Print (e5r d �/e
$4Z
(Date) (Date)
FORM: HOA 01-15
Page 2 of 2

/. 0—wner/Pormittee:
__
la, The Drakeford Company
Full Legal Name (company, municipality, HOA, utility, etc.)
Z • lb. Babb Drakeford
Signing Official Name and Title (Please review A NCA . ,0106TM for authorized signing officials)
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application IV —umber
(to be etjJ by DWR)
The legal entity who will own this system is:
Ej Individual Ej Federal 0 Municipality 0 State/County Private Partnership
Corporation fIJ
O ld. 1914 Brunswick Avenue
LL. Mailing Address
if North Carolina
State
O 1 h 704-344-0332 li 704-344-9992
I— Telephone Facsimile
2, Project (Facility) Information:
Charlotte
City
lg. 28207
Zip Code
11j. bobby@tdcrealestate,co
Emai
2a, Morningside Mews Tovvnhomes - Phase One b. Mecklenbu
Brief Project Narne (permit will refer to this name) i Coun
3. Contact Person:,
. 3a, Christopher Fleck PE (Agent)
Project is Locate
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 517-404-6588 3c, chri dnawolverine,com
Phone Number I E-mail
1. Project is New 0 Modification (of an existing permit) If Modification, Pemlit
2, Owner is 0 Public (skip to Item 8(3))
Private (go to Item 2(a))
2a, If pnvate, applicant will be:
0 Retaining Ownership (i.e, store, church, single office, etc) o
o Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhemes, etc - go to item B(2b))
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
Homeowner Assoc./Developer (instruction E)
tin 3 Charlotte Water
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a, McAlpine Creek -Irwin creek-Su2ar Creek WWTP 4b. NC0024970-NC002494
.
Name of WWTF VVNIF Permit No.
5a. Charlotte Water 5b, 8,, Gravity 5c,
Owner of Downstream Sewer ecoiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction F
Z 6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision 0 Retail (Stores, shopping centers) 100% Domestic/Commercial
Apartments/Condominiums 0 Institution % Industrial
NC0024937
0 Mobile Home Park 0 Hospital
0 School 0 Church 1 (Attach Description)
Restaurant 0 Nursing Home Other
. 0 Office 0 Other (specify)
,
7. Volume of wastewater to be allocated or permitted for this particular project 2280
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why:
0 Pump Station, ()ulterior Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAc 0qT,g,N3 to determine if a permit is required)
(Attach Description
gallons per day
FTA 0-14 APPLICATION
Page 4 of 6

documen for review. Approval of the rogues
supporting documents.
z
Z
0 Pump Station Location ID: NA.
Longitude:
Flow
Provide the wastewater flow calculations used in determining the penmtted flow in accordance with 15A N AC 2T
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero how is being requ
Item 8(7)_ Values other than that in 15A NCAC 2T ,0114 (b) and (c) must be supported with actual water or wastewat
data in accordance with 15A NCAC 2T ,0114 (f).
12 Townhome Units x 190 gpd/unit = 2280 GPD
uro/Yiary of Sewer Lines to be Penttitted (attach additional s
necessary)
In
use;
New vity or Additional
Force Main
urrrrr#ary of Pump Stations wl associated Force Mains to be Permitted (attach additional sits as n
(self chosen - as shown on plans/map for reference)
Latitude:
Operational Point Power Reliability Option
GPM t TDH 1 permanent generatorw/ATS;
2 - portable generator w/MTS
Pump Station Location ID:
Longitude:
12, Will
$
(self chot
Latitude:
Force Main Size Force Main Length
n - as shown on plans/map fo
Operational Point Power Reliatiiiity Option
GPM @TIH 1 ' permanent generator wIATS
2 - portable generator w/MTe S
nce)
Force Main Size Force Main Length'
ow In the proposed sewer lines or pump stations be able to be directed to another treatmen
© Yes No If Yes, permit number of 2" `' treatment facility
(RO — if 'yes' to 13,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Nfinirnun Des i n r1a for the Peron ttingof Purr St tun and F orpeMains
(latest version), the ciravity Sewpr t version) and 158 NCCA hapter2T as applicable?
Yes No
If No, complete and submit the Variance/ 1 tern #iv Design R
wired prio
A.00 I p- 4
cation and supporting
Track Application and
FTA 10-14 APPLICATION
Page 5 of 6

4
Have the
owing permits/certi r lions been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 4O1Certification? D Yes [] No i N/A
Sedimentation and Erosion Control Plan? M Yes Q No © N/A
Trout Buffer Waiver? [ Yes © No N/A
Starmwater? Yes 0 No D NIA
15, Does this project inclu
manholes)? h li
Check if Yes: © and provide details: NO
OwnerfPerrnittee's Certifications (Signature of Signing d ial and Pro :'t N
siphons, or interfs
n.
attest that this application for Morningsi a Mule Tovwnh atrle Phase
One has been reviewed by me and is accurate and complete to the best' of my
knowledge. I understand that if ail 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. Note,
In accordance with North Carolina General Statutes 143-21 . A and 143-21 any person who knowingly snakes any
false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may
ijachide a fine not to exceed $10,0 l asneat es up to $25, 000 per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO "I 5A NCAC 02T. 305
2, Professional Engineer's Certification: (Signature of Design
d Project Name)
Christy her' M Fleck PE ,attest that this application for Morningside Mews Tcwvnha, es - Phase One has been
d by me and is accurate, complete and consistent with the information in the engineering plens, calculations, and
her 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 adopted February 12, 1996 and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this subrnittal 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 NC General Statutes 14v „-215.6A and 143215.6.0, any person who knowingly makes
any false statement, representation, or certification in any application 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.
2a. Christopher M, Fleck, PE
Professional Engineer Name
2b. D&A VN`oiyerine PLLC
Engineering Ft
2c. 4136 Brownwood Ln NW
Mailing Address
2d. Concord
City
2g. 517-404-6588
Telephone
2h. 704-785-9664
Facsimile
2e: NC 2f, 28027
State Zip
2i, chris@dnewolverine,com
E-mail
FTA 10-14 APPLICATION
Page 6 of 6

CHARLOTTE
W .TER
February 2, 2016
Mr. Chris Fleck
D&A Wolverine, PLLC
4136 Brownwood Ln, NW
Concord, NC 28027
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
LYON COURT, CHARLOTTE NC
CLTWATER TRACKING# 201618
A flow acceptance study of the subject site has been completed and the following has been determined;
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 2,280 gallons per day (12
townhome units x 190 god/unit) from this project 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 DENR
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 letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If tho appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance: and omen for any service connection(s) hove not been received
within (1) year of issuance of this flow acceptance, this flow acceptanc 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,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd. Charlotte, NC 28216. Chariot ewater.r rg
;ed by the City rat' ix rf

I i) lff
(Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: D & A Wolverine. PLLC
Project Name for which flow is being requested: Morningside Mews Townhomes
More than one 1, b'E 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 WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, 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
8.581
67.508
0.00228
76 090
76.9%
TT. 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
Pump
Station
(Name or
Number)
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm/Pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
WWTP:
(D)=(B-I-C) (E)- A-D)
Total Current
Flow Plus
Obligated Available
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.
Page 1 of 6
FTSE 08-13

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 .'orm indipates acceptance of this wastewater flow.
Signing 6gn"ature Date
Page 2 of 6
FTSE 08-13

Proposed 6` ateral
Existing 8" sewer Lyon C
to Sugar Creek Wastewater
Treatment Plant
(NC0024937)

D&A WOLVERINE PLLC
550 E. WESTINGHOUSE BLVD.
CHARLOTTE NC, 28273
TEL: 51'7.404.6588
`WW.DNAWOLVERINE.E`.OM
COMMITMENT * RESPONSIVENESS * PERFORMANCE
February 2, 2016
MEMO:
E
CIVI ,. ENGI)N EKING
RE: Morningside Mews Phase One, Charlotte NC Sanitary Sewer Application
The Drakeford Company, (Developer) proposes to construct Twelve (12) Townhome units for residential
use on a parcel(s) 129-023-03, 129-023-04 , 129-023-05 on Lyon Ct in Charlotte North Carolina.
The development will consist of two (2) buildings of six (6) residential units for a total of 12 residential
units.
Each unit will have a 4" diameter PVC lateral with dean -out. 174 LF of 6" diameter PVC will serve as the
sanitary sewer collection system internal to the property (See sheet C1.0).. The 6" collection system will
connect into the existing 8" diameter Public Sanitary Sewer located along the center of the street.
All construction will be in accordance with Charlotte Water standards and applicable building codes.

Corporations Division
Page 1 of 1
North Carolina
,Maine r Marshall DEPAR.TM EN` ' c THE
Secretary E CRE A Y OF SATE
PO lox 20022 Rale*, NC 27626 06 (9t9t i77-2000
Click I -{ere To:
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: The Drakeford Company, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0612367
Current -Active
Current
Domestic
12/6/2001
December
NC
Drakeford, Robert T.
Mailing:
Reg Office:
Reg Mailing:
Principal Office:
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891
1914 Brunswick Ave Ste 2A
Charlotte, NC 28207-1891
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Robert T Drakeford
1914 Brunswick Ave Ste 1A
Charlotte NC 28207
http://www.sosne.gov/Search/profcorp/5395638
2/10/2016

Central Files: APS SWP -
2/12/2016
Permit Number WQ0038286 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
2,280
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Momingside Mews Townhomes - Phase One
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
The Drakeford Company
DateslEvents
Owner Type
Non-Govemment
Owner Affiliation
Robert Drakeford
1914 Brunswick Ave
Charlotte
NC 28207
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
2/15/2016 2/9/2016 2/15/2016 2/15/2016
Regulated Activities Requested !Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin