WQ0039951_Regional Office Historical File Pre 2018

FILE
Water Resources
Environmental Quality
ROY COOPER
Governor
MICHAEL S. REGAN
Secrelaty
LINDA CULPEPPER
Interim Director
May 3, 2018
Mr. RobertT. Drakeford, Manager
The Drakeford Company, LLC
1914 Brunswick Avenue, Suite 1A
Charlotte, NC 28207-1891
Subject:- Permit No. WQ0039951
The Drakeford Company, LLC
McClintock & Nandina
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Drakeford:
in accordance with your application received May 1, 2018, we are forwarding herewith Permit No.
WQ0039951 dated May 3, 2018, to The Drakeford Company, LLC (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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.
`Nothing Compares.._
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 281.15
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barryJove@ncdenr,gov.
Sincerely,
DocuSigned by:
AI4CC681AF27425._
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Matthew Mobley, 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
The Drakeford Company, LLC
Mecklenburg County
for the construction and operation of approximately 251 linear feet of 6-inch gravity sewer as part of the
McClintock & Nandina project, and the discharge of 3,990 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received May
1, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting
data subsequently filed and approved by the Department of Environmental Quality and considered a part
of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
—DocuSigned by:
`— A14C('6B1DF2749
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039951
Permit Issued: May 3, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
The Drakeford Company, LLC is hereby authorized to:
Construct, and then operate won 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 a p pr ova I
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 tdentified below.
SPECIAL CONDITIONS
L No flow in excess of the quantity permitted herein, 3,990 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 02T,0304(b)]
2. This permit shall become voidable unless the agreement between The Drakeford Company, LLC and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h)]
3, 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,01151
U. 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
4

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.0104; G.S 143-215.1(d3)1
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 027.0110]
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.
5

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.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
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.
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
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 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 it 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. (1SA 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 prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit 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.
6

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
7

Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
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)j
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 focal government agencies. [C.S. '143-
215.1(b)]
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT it
PROJECT:
ISSUE DATE:
The Drakeford Company, LLC
WQ0039951
McClintock & Nandina
May 3, 2018
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
1, , as a dul registered Professional En sneer in the State of North Carolina,
having been authorized to observe (periodically, n weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
[] Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina! Environmental Quality I Water Resources 1 Water Quality Regional Operations
Mooresvi le Regional Office' 610 East Center Avenue, Suite 301 j Mooresville, North Carolina 28115
704 663 1699

'STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. 14QM.-5? 151
DEVELOPER'S OPERATIONAL AGREEMENT
a
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this day of
1 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
The Drakeford Company 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 Iands Iying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Central Living on McClintock flkla McClintock and Nandina (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and Iands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the Iands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 11-17 Page 1 of2

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 Iimit 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 mayrequire 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 apermit.
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:
The Drakeford Company
FOR THE ENVIRONMENTAL
MANAGE ► ENT COMMISSION Name of DEVELOPER
inda Culpepper
Interim Director, Division of Water Resources
(Date) 1
By; _
(Signature)
Robert T. Drakeford, Manager
Print Name and Title
April 20, 2018
(Date)
FORM: DEV 11-17 Page 2 of 2

Date
RESOURCE
April 30, 2018
T Mooresville Regional Office Water Quality Section
Attention: Barry Love
610 East Center Avenue
Mooresville, North Carolina 28115
Reference: Private Sewer ubrnittal
Jobtti 080-020 McClintock and Nandina
Chris,
Please find attached the Milo big for the Parkwood Residences raterrnain relocation
ntit Date Description
1 04125/2 1 Original application
04/25/2018 Copy of application
14/2 /2 18 Business Registration
04/25/2018 Charlotte Water Row Acceptance letter
04/25/2018 USGS Map
04/25/2018 Basin Map
04/25/2018 Street Map
04/25/2018 Check
if you have any questions r require any additional inforrrtat on, phase let me know. You can contact me
directly at 704,343,0608 x 31
Sincerely,
DESIGNPESOURCE GROUP, PA
Kent Keplinder
Associate

State of North. Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number.
All items attest be cony
APPLICANT INFORMATION:
1, Applicant's name: The Drakeford+ onip py LL(' (co
.Applicant type: Individual
Federal © State/County
1
tro be completed by D
he application will be returned
pang, ununicipaliry. HOA, utility, etc,)
Corporation General Partnership 0 Privately -Owned Public Utility
0 Municipal © Other
Signature authority's name: Robert T. Drakeford per 15A NCAC 02T" .0I06(b
Title: Manager
4, Applicant's mailing address: 1914 Brunwvcrate, S.uitg a
City: Charlotte State: NC
Applicant's contact information:
Phone number: [phone] Email Address:. bo key( ratdcrealestate.com.
IL. PROJECT INFORMATION:
I. Project name: McClintock & Nandina
Application/Project status:
If a modification, provide the existing
Zip: 28207
Proposed (New Perrnit)
permit number: WQ00_
Existing Permit'P'roj
and issued date:
If new construction but part ofa master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg, North Carolina
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.21 5 Longitude:-80.809422'
Parcel ID (ifapphicabie)„ ,
(or Parcel ID to closest down trea►n sewer)
705
111e CONSULTANT INFORMATION:
L Professional Engineer: Matthew Mobley License Number: 034267
Firm: Design Resource Group
Mailing address: 2459 Wilkinson Boulevard, Suite 200
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address:. rnatthewtiiIdrgrp.com
1.^:dG ^E1!.'e."w I'/t•dEin IDEN1`f IDWR.
IV, WASTEWATER TREATMENT FACILITY (WWT"F) INFORMATION:
1.. Facility Name: Sugar Creek Wastewater Treatment Permit Number: " :0024937
Owner Name: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I_ Permit Numbers): WQ
Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit NumbeAs t licahlet: WQCS
Owner Name( s):
FORM: ETA 04-16 Page 1 of 5

GENERAL REQ()1RL MENTS
L If the Applicant is a Privately -Owned Public C.ltility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ©No ©N/A
If the Applicant is a 'Developer of lots to be sold, has a Developer's Operational Agreement ORM: DEV) been attached?
Yes [N ONIA
If the Applicant is a Home/Property Owners sit elation, has an Operational, A.grecrrrae t OR HOA) been attached?
MAN Yes L IEvo-]NIA.
4. Origin of wastewater; (check all that apply):
Residential Owned Q Retail (stores, centers, malls)
0 Residential Leased (D Retail with food preparation/service
[l School { preschool i day care Q Medical C dental 1 veterinary facilities
© Food and drink facilities © Church
© Businesses ,a offices I factories ] Nursing Horne
Nature of wastewater : 1.00 % Dornestic1Commercial
°a Commercial
15A NCAC 02T .0103(20))
Pretreatment Program in effect?
6. Has a'flow reduction been approved under 15A NCAC 021f .o114jfl? © Yes
if ves, provide a copy' of flaw reduction approval letter
generated by project:
©ri, Industrial
7, Summarize
Establishment Type (see 02T.01 I4(f))
Townhomes for sale
Daily Design Flow
190 gal/unit
gall
ga l.e
E] Car Wash
J Motel and!or Motels
® Swintnting Pool /Clubhouse
0 Swimming Poolxrilter Backwash
® Other (Explain in Attachment)
No
Nof Lnits
21
t tow
3,990 GPD
GPL)
gall
GPI)
GP1)
GPh)
CIPD
rota
a See 15A NCAC 02.T .0114(b), (d), f e) I), and_(el(2) forwastewater design flow rates
dwelling; proposed unknown nonresidential development uses, public access facilities located near
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacat
in G.S.: 42A-4),
b Per I5A NCAC 021.0 ,01. I4(c), design 'low rates for establishments not identified tin. table I5A NCAC
determined using available flow data, water using fixtures, occupancy or operation patterns, and other
Wastewater generated by project: 32,390 G.PD (per I5A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
ED Pump Station or Gravity Sewer where fovv will fie permitted in subsequent penults that connect to this line
3,990 GPD
Flow has already been allocated. in Per ntrt Num
a Rehabilitation or replacement of existing sewer
© Other (Explain):
no new flow expected
minimum flow per
h public use areas,
s defined
m 0 t i4j shall be
measured data.
FORM: F'TA 04-16
Page 2of5

GRAVITY' SEWER ESIGN CRITERIA (If Applicable)-92T.0 Q & MDC (Gravity Sewers :
Summarize gravity sewer to be permitted:
Size (inches) Length
ial
6
6
133
8
PVC
PVC
Section 11 & 111 sf the Ml C for Permitting of Gravity Sewers contains inform atton related to design crit
Section 11.1 contains information related to tninitnunt slopes for gravity sewers)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MAC
PUMP STATION DESIGN CRITERIA OfApplicable) ---02T.0305 & MDC (Pump Stations/Force lklatins):
COMPLETE FUR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) o,fthe pump(s): gallons per minute at feet total d °ttarnic head
5. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordant, with 1 NCAC 02T .0305(h)(l1
© Standby power source or pump with automatic activation and telemetry - 15 A NCAC 02T ,03015(h)(1)(B)
r Required for all pump stations with an aw erage daily flow
Must be perntanent to facility
Or if the pump station has an average
tan or equal to 15,000 gallons per day
than 15,000 gallons per day:
© Portable power source with manual activation, quick -connection receptacle and telemetry - 15,E NCAC 02T
.0305(h)(1)(C)
or
EJ Portable pumping unit with plugged eme
y pump connection and telemetry 15A aCAC 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: ETA 04-16 Page 3 of 5

if noncompliance with 021"`.0305
SETBACKS S PARATIONS --(02B.0200& 15ANCAC 02T.030S(f)).
1. Does the project comply with all separations found in I5A NCAC 02T .03
A NC
orminimum separations that shall be 1
Setback Parameter*
s not listed below (vertical)
er over seer includhu n benched tren
Reclaimed water lines (vertical - reclaimed over sewer)
claimed water lines (horizon ai
*Any private or public water supply source, including any wells, VVS-.@ waters of Class] or
ass 11 impounded reservoirs used as a source of drinking water
titers classified WS (except WS-1 or WS-V ), 13, SA, ORW, HOW, o r S13 from normal
high water (or tide elevation) and wetlands (see item tX,.2)
**Any other stream, Bake, impoundment, or ground water Towering
ditches
d surfaee drainage
NCAC 02T,030;5( ) eontains alternatives where separations in 02T.0305(11 eannot be achieved,
Stream classifications can be identified using the Division's NC Surface Water Classifications tv bpage
°section N of this application
Does the project comply with separation requirements forwetlands? (50 feet of separation) Yes
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required ifthe alternative design criteria specified is utilized in design and construction
As built ,documents should reference the location of areas effected
Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B 0200??
1`his would include. Trout Buffered Streams per 1 5A,NCAC 213,0202
4, Does the project require coveragela.uthorizrtion under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
lrtf¢rrntatitan can be obtained from the 401 & Buffer Permttin Branch
Do
p
0 Yes
comply =ith i5A N(:ACO2E.0105j)(6) (additional permitsfcertiftcations)'? Yes LJ No
N/A
N/A
Per l sA NCAC- Orr ,0.105 "c i , 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?"
t er 'I5A NCAC 02T,0402, "high -priority sewer" means 'any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamhanks that is st
Q Yes
that undermines or deteriorates t
No N/A
lfyes, include an attachment with details .for each line, including type (aerial line, size, material, and location),
High priority Tines shall he inspected by the perrnittee or it
documented per I SA NCAC 02T.0403(a)(5) or the permit
esentative at least once eve.
nths and inspee
dividual System -Wide C."ollectitart permit.
FORM: ITA 04-16
Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with ly NCAC 02T, the 'Minimum 'Design Criteria for the Permitting of Pump Stations
and Force Mains latest version and the k"'��ravity Sewer i°v(irtimum Design Criteria (latest version) as applicable?
Yes © No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
Professional Engineer's Certification:
attest that this application for
Professionagineers n Ome from Application lite
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my, knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to he 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 fine not to exceed $10,000, as well as civil penalties up to S25,000 per violation,
North Carolina Professional Engineers seal, signature, and date:
Applicant's Certification per 15A NCAC Pi .01t36(b):
attest that this application for
Signature Authorifrom Application item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 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. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated, 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 04-16
Page 5 of 5

USGS AND BASIN
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DESIGN
RESOURCE
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PROJECT #: 090-020
DRAWN BY. OK
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i rSIONS
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4'rviwu.PA. and me¢ tat0Nidetl eotey fr the use n t the 11144;ent n098 hiss Pen piggy use en' ma0i118
written au4t,etuae
EX3.©

LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
The Drakeford Company, LLC
SECRETARY OF STATE ID NUMBER: 0612367
STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2017
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Drakeford, Robert T.
Filing Office Use Only
E-Filed Annual Report
0612367
CA201727500082
10/2/2017 09:16
nChanges
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
1914 Brunswick Ave Ste 1A 1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891 Mecklenburg County Charlotte, NC 28207-1891
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Brokerage and Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
1914 Brunswick Ave Ste 1A 1914 Brunswick Ave Ste 1A
Charlotte, NC 28207-1891 Charlotte, NC 28207-1891
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E,)
NAME: Robert T Drakeford NAME: NAME:
TITLE: Manager TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS;
1914 Brunswick Ave Ste 1A
Charlotte, NC 28207
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Robert T Drakeford 10/2/2017
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of this form.
Robert T Drakeford Manager
Print or Type Name of Company Official Print or Type The Title of the Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

Yt(lt"tOn Pi
Popvt'ight nil [Amigo AAA biome Grrzup, PA 0,401,4 drawmp anti any 44441,4panymp Pacuiner:A or rtxletJmrt¢na ara thA Pikt #r='tin trytg+nxYtrd 4+a31y Hai tree use mY Ue e pi
DESIGN
RESOURCE
GROUP
LANIUSCAPL ARCHITECTURE
CIVIL ENCINEERINL'
TRANSPORTATION PLANNING
4 SA Wi9k14,An Al.. Si, '400 Charlo[le. +T
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STREET MAP
PROJECT #: 090-020
PRAWN 8M
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March 21, 2018
...LLREVISIONS,
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EX.a

CHARLOTTE
W TER
February 23, 2018
Mr, Matthew Mobley
Design Resource Group, PA
2459 Wilkinson Bv
Suite 200
Charlotte, NC 28208
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
MCCLINTOCK & NANDINA
MCCLINTOCK ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2018189
After an analysis of the sanitary sewer system associated with the proposed design of project,
McClintock & Nandina, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 3,990 gallons per day (21 townhome units x 190 gpd/unit) at the connection
point(s) indicated on the submitted utility plan for transmission to the Sugar Creek Wastewater
Treatment Plant, NPDES permit number NC0024937, for treatment, This acceptance of flow is
based on the existing capacity of the designated publicly owned treatments works. Please see
attached NC DEQ flow tracking form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply Management
Plan, PWS ID # 0160010 on file with the Public Water Supply Section of NC 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,
If the aD�mQriate authorization to construct �errnits are not obtained and construction has not
started within one (1) year of issuance of this flow acceptance; and payment for any service
connection(s) has not been received within (1) year of issuance of this flow acceptance, this flow
acceptance approval shall be rescinded and a new flow acceptance request must be made. If you
have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross/Engineering Assistant
Charlotte Water S00 Brookshire Wvil, IIu Ir Ni 28216 charlotrewriter org
Operoted by the Cy ‹if Charotte

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Design Resource Group, PA
Project Name for which flow is being requested: McClintock &Nandina
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.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP FacilityNarne: McAlpine Creek, Irwin. Creek, Sugar Creek
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
99.000
10.927
64.792
0.004
75.723
76.5%
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:
Pump
Station
(Name or
Number)
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pt),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
03) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(S+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
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 (pt) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): McClintock Road; Nandina Steet
Downstream Permit Number: Unknown; Unknown
Page 1 of 2
FTSE 04-16

III. Certification Statement:
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.
Signaturef this form indicates acceptance of this wastewater flow.
r
� . 01$0
Signing acial i tare Date
Page 2 of 2
FTSE 04-16

FAST TRACK SE
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
ER ENGINEERING CERTIFICATION
The Drakeford Company, LLC
WQ0039951
McClintock & Nandina
May 3, 2018
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.
PERNIITTEE'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 there
Printed Name, Title
nature
ENGINEER'S CERTIFICATION
a duI egistered Professional En neer in the State of North Carolina,.
hav ng ee authorize to observe ( periodically, LJ weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:.
LJ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
ly Regional (Derma aos
Ns�rth (,tr, 4nit 2 1 1
704 663 169

PEEsc,?C'E'dr"
GROUP
TRANSMITTAL.
Date: January 16, 2019
To:
Mr, Barry Love
NCDEQ — Water Resources
610 East Center Avenue
Suite 301
Mooresville, North Carolina 28115
Reference: Private Sewer Certification
Job#: 090-020 - McClintock and Nandina Townhomes
Please find attached the following for the referenced project (add any detail that may be needed):
Quantity Date Description
1 01 /1©l'19 Sewer Certification
If you have any questions or require any additional information, please let me know, You can contact me
directly at 704.343.0608 x-326t
Sincerely,
DESIGN RESOURCE GROUP, PA
Tricia Chassen
Senior Associate
cc: File
Bobby Drakeford
2459Wilkinson Bou[evarrd,'Suite 200
Charlotte, NC 28208
704 343,0608