WQ0040108_Regional Office Historical File Pre 2018

iv1 ICH A E L
purees LINIDA C°
June 26, 2018
Mr. Panchali Sau, Developer
Coltrane Development Company, LLC
1233 The Plaza, Unit 5492
Charlotte, NC 28299
Subject: Permit No, WQ0040108
Coltrane Development Company, LLC
The Cottages at Sardis Lane
Wastewater Collection System Extension Perr
Mecklenburg County
Dear Mr. Sau:
in accordance with your application received June 25, 2018, we are forwarding herewith Permit No,
WQ0040108 dated June 26, 2018, to Coltrane Development 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permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions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 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding,
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If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry.love@ncdenr.,gove
Sincerely,
DocuSigned by:
A14CC681AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Brian Smith, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central File
PERCS (e-copy)
2

I
1110
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
Coltrane Development Company, LLC
Mecklenburg County
for the construction and operation of approximately 313 linear feet of 8-inch gravity sewer as part of the
The Cottages at Sardis Lane project, and the discharge of 1,330 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received June
25, 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.
p DoeuSigued by:
--AldrrAR1AF97475
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040108
Permit Issued: June 26, 2018

SUPPLEMENT TO PERMIT COVER SHEET
Coltrane Development Company, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Pant in accordance with Permit Number NC0024970.
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, 1,330 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)]
This permit shall become voidable unless the agreement between Coltrane Development Company,
ILC and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h)]
The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143--215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02.T.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
4

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

2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
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 11 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))
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 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

I
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 1,2, 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 o the licensing board. [15A NCAC 02T .01 ; 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)I
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)]

I
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Coltrane Development Company, LLC
WQ0040108
The Cottages at Sardis Lane
June 26, 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
I, , as a dui registered Professional En ineer 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 ofNarth Carolina I Environmental Quality I Water Resources ) Water Quality Regional Operations
Mooresville Regional Office! 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

r
E OF NORTH CAROLINA
TYOF Mecklenburg
Permit No. Q ce f .d
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 2 L day of
June 2018 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Coltrane Development LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as • The Cottages at Sardis Lane (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, andlor disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
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 andlaw.
2. The DEVELOPER shall not transfer ownership andlor 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 andDeclaration.
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.

I
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 andinsurance.
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 yearlybudget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit 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 fast having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMIVIISSION 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:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
"coda Culpepper
Interim Director, Division of Water Resources
(Da‘)
Coltrane Development LLC
Name of VELOPER
By:
(Signa
n
print Name and Title
6o/a0Ji e
(Date)

DIvlslon of Water Resources
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: Wa 0 0 017 / 0' (to be completed by DWR)
AlI items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Coltrane Development Company, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County . ❑ Municipal ❑ Other
3. Signature authority's name: Panchali Sau per 15A NCAC 02T .0106(b)
Title: Developer
4. Applicant's mailing address: 1233 The Plaza Unit 5492
City: Charlotte State: NC Zip: 28299-
5. Applicant's contact information:
Phone number: [phone] Email Address: panchaliAcanopvc1t.com
H. PROJECT INFORMATION:
1. Project name: The Cottages at Sardis Lane
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.140799° Longitude: -80.775815°
5. Parcel ID (if applicable): 18718128
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian Smith License Number: 27890
Firm: Urban Design Partner
Mailing address: 1318 Central Ave # E6
City: Charlotte State: NC Zip: 28205-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Wastewater Treatment Plant Permit Number: NPDES HC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ NIA Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS NIA
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ENo ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
El Retail (stores, centers, malls)
El Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 1SA NCAC 02T .0114(fl? LI Yes
> if yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
['Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Dwelling Unit
190 gal/day
7
1,330 GPD
gall
GPD
gal/
GPD
gal/
GPD
.
gal/
_ GPD
gal/
GPD
Total
1,330 GPD
a See 15A NCAC 02T .01 14(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed'unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1,330 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

GRAVITY SEWER DESIGN CRITERIA (If Applicable) 02T .0305 & h1DC: ('Gravity Sew
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
313
Material
PVC
r Section 11 & [ll oftl e MDC for Permitting ofGravity Sewers contains information related. to design criteria
Section 111' contains information related to minimum slopes for gravity sewer(s)
Oversizing tines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1..Pump station number or name: NLA
2. Approximate Coordinates (Decimal Degrees): Latitude: t.:ongitudc; -,
3. Design flow of the pump station: millions gallons per day (firm capacity)
4, Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5, Summarize the force main to be permitted (for this Pump Station):
Siz
nches)
Length (feet)
Material
Power reliability in accordance
NCAC 02T .0305(h}(1):
E Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(la)(l)(fi)_
Required for all. pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if th.e pump station has an average daily flow less than 15,000 gallons per day:
© Portable power source with manual activation, quick -connection receptacle and telemetry - 1 5 A NCAC 02T
,0305(h)(1)(C)
or
0 Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-1 fi Page 3 of 5

SETBACKS & SEPARATIONS —(0213 .0200 & 15A NCAC 02T .0305(0):
Does the project comply with all separations found in 5 N 'AC 02T
5A NCAC' 02T 0105f coniamsminimum separations that s
Setback Parameter*
Stormse T..- and otherothcr utilitics not hstcd below (vertical)
natns(vertical- later over sewer including in benche
eclaimed water
te
ical reclai
'er scwcr
Reckunicd water lines tag- -claimed over sewe
&
provtded for severer systems:
*Any private or public water supply source, including any ‘vells, WS-1 waters of Class" or
C'lass 11 impoundcd reservoirsrcscrvoirs nsed as a source .of drinking( w.at.er
raters classified WS (except WS-I or WS-V), B. SA, ORW, 'HOW,or SB from normal
water to. ('de eleva it and wedands'ee 'ern
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
E Yes E No
-quired
24 inches
in les
'riches
2 fet
eet
f -t
10 feet.
Anv lMnLdingfoundat.
Any base c
5 feet
eet
Top slope of embankment or cuts of 2 feet or more vertical height
Dramagc systems and interce - drains
r"
10 feet
5 feet
feet
Final earth, grade,(yertical),
36 inches
• I5A NCAC 02T,0305(g) contains alternatives where separations in (121„0305(f) cannot. be achieved,.
**Stream classifications can bc identified using the Division's NC Surface 'Water Classifications wet -Tags
Ilnoncornpliance .with 02T,030.5(1) ni (g), see Section .X of this application
Does thc project comply with separation requirements for wetlands'? (50 feet of separation) E yes Ell No El NIA
• See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized. in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I 5A NQA.C, 0213 .0200? Ves No IJ N/A
• This would include Trout Buffered Streams per I 5A 'NCAC 2B„0202
4, Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can be obtained. from the 401 & Buffer Pe nuttng Branch.
LI
Yes 4 No
Does project comply with 15A 'N(TAC 02'1,0105(0th) (additional permits/certifications)? E Yes fl No
Per I5A N ,A 7.0.2T 01.051.; '6. , directly related environmental permits or certification applications arc being prepared, ha.vc
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 arc deemed "high -priority?"
Per '15A NCA.0 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positionedparallel to streambanks that is subject to erosion that undermines or deteriorates the SeWar
El Yes No LJrA
If yes, include an altachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15.A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum. Design Criteria for the Permitting of Pump Stations
si n Criteria (latest version) as applicable?
and Force Mains (latest version); and the Gravity Sewer
Yes LINo
If No, complete and submit the Variance/Alternative Design Request application (VADC lt} 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 Certifica
1,
(Professional Engineer's name from Application ite
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specitacations,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $1.0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Appl" an 's Certifica tic per l5 -. a -AC 02T .01
this application for
(Signature Authority's name title from Applicatio
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that Wall 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-?15.6A. and 143-21.5.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:

NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
1, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
COLTRANE DEVELOPMENT COMPANY, LLC
the original of which was filed in this office on the 24th day of July, 2014.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 24th day of July, 2014.
110; e
Scan to verify online.
Certification# C201420500267-1 Reference# C201420500267-1 Page: 1 of 3
Verify this certificate online at www.secretary.state.nc.nslverification
Secretary of State

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1392030
Date Filed: 7/24/2014 1:18:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2014 205 00267
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: COLTRANE DEVELOPMENT COMPANY, LLC
(See Ilan lef the (astruelivhs for eppropmmetui y designalionl
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executing these articles of organization in the capacity of a member, organizer or both.
Note: This document must be signed by all persons listed.)
KEVIN W. TYDINGS (organizer onlyi, 831 EAST MOREHEAD STREET, SUITE 255, CHARLOI"I'h, NC 28202
3. The name of the initial registered agent is: KEVIN W. TYDINGS
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 831 EAST MOREHEAD STREET. SUITE 255
City: CHARLOTTE State: NC Zip Code: 28202 County: MECKLENBURG
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
City State: Zip Code: County:
6. Principal office information: (Select either a or b.)
a. ❑ The Limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the Iimited Iiability company is:
Number and Street
City
State: Zip Code: County:
The mailing address, if different from, the street address, of the principal office of the company is:
Number and Street
City State: Zip Code: County:
b. CKI The limited Iiability company does not have a principal office.
CORPORATIONS DIVISION
(Revised January 2014)
P.O. Box 29622 RALEIGH, NC 27626-0622
1 (Form L-0I) •

7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity)
are attached.
8. (Optional): Please provide a business e-mail addre
The Secretary of State's Office will e-mail the business automatically at the address provided above at no
cost when a document is filed. The e-mail provided will not be viewable on the website. For more
information on why this service is offered, please see the instructions for this document:
Privacy Redaction
9. These articles will be effective upon filing, unless a future date is specified:
This is the A J day of July, 2014. .
COLTRANE D VELOPMENT COMPANY, LLC
Signature
KEVIN W. TYDINGS (organizer only)
Type or Print Name and Title
714d117-1.nnieles.dne
NOTES:
1. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
(Revised January 2014)
P.O. Box 29622
2
RALEIGH, NC 27626.0622
(Form L-01)

CHARLOTTE
WLTER
June 8, 2018
Mr, Panchali Sau
Coltrane Development Company
1233 The Plaza, Unit 5492
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THE COTTAGES AT SARDIS LANE.
412 SARDIS LANE, CHARLOTTE NC
CLTWATER TRACKING# 2018793
After an analysis of the sanitary sewer associated with the proposed design of project 2018793, The
Cottages at Sardis Lane, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 1,330 gallons per day (7 ots x 190 gpd/lot) at the connection point(s)
indicated on the submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment
Plant NPDES permit number NC0024970, for treatment. This acceptance of flow is based upon the
existing capacity of the designated publicly owned treatments works. Please see the attached NC
DEQ FTSE form,
Charlotte Water (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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater 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 aropriate authorization to construct permits are not obtained construction has not started
within (2) years of issuance of this flow acceptance, and payment for any service connections have
not been received within 2 ears of issuance of this flow acce tance letter this flow acce tance
pval 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,
9.64,..i5"asx
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 2821E charlottewater.org
by the City of Charlotte

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: Coltrane Development Company
Project Name for which flow is being requested: The Cottages at Sardis Lane
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flaws are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 11.488
e. WWTP facility's actual avg. flow 65.008
f. Total flow for this specific request 0.001
g. Total actual and obligated flows to the facility 76.497
h. Percent of permitted flow used 77.3%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)-(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current. Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 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 < O.
Downstream Facility Name (Sewer): Lansdowne Sub.
Downstream Permit Number:
Unknown
Page 1 of 6
FTSE 04-16

1II. Certification Statement:
Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
4SC .--� 6/7/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

Polaris 3G Map — Mecklenburg County, North Carolina
The Cottages at Sardis Lane
Date Printed: 6
4/2018
.36 AM
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps, aarveys, planimetric maps, and other public records and data.
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal
responsibility for the information contained herein:

Polaris 3G Map - Mecklenburg County, North Carolina
The Cottages at Sardis Lane Streets Map
© Q3751,©75 S,0.15 Mile
l fl l 1 t f 4 J
b
This map or report i prepared for the inventory of real property within Mecklenburg County and is cd from recorded deeds plats,
Users of this map or report are hereby notified that the aforementioned public primary information sources should be consulted for verificati
responsibility for the information contained herein.
y p
ecklenbu
date Printed: 6114/2018 "10:25:45 A
ric neaps, and other public records and data,
unty and its mapping contractorsasime no legal

1318-e6 central ave. PI 704,334,3303
charlotte, roc 28205 F 704334.3305
urbandesignpart.ners.corm
Date: June 18, 2018
To: NCDEQ
Attn: Fast Track Sewer Permitting
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: The Cottages at Sardis Lane
UDP Project #: 17-043
To whom it may concern,
The attached Fast Track application is being submitted for a proposed residential development,
referred to as The Cottages at Sardis Lane, The site is located near the intersection of Sardis
Lane & Valleybrook Road in Lansdowne, Mecklenburg County, North Carolina. The proposed
private gravity sewer lines related to this application will serve 7 single-family homes. The flow
allocation for this development is 190 GPD per dwelling unit, for a total of 1,330 GPD.
The following items are included within the submittal package:
• Application fee amount ($480.00)
• Completed FTA 04-16 application (Original & Copy)
• Documentation of registration with the NC Sect. of Stat
• FTSE 04-16 Flow Tracking/Acceptance Form
• USGS Topo Map
• Street Map
• Capacity Assurance Flow Acceptance Letter
• Developers Operational Agreement (DEV 11-17)
• Set of Utility Plans
Please feel free to contact me via email (bran ixbanclesignpartners,cQm) or by phone at (704)
334-3303x102 with questions pertaining to The Cottages at Sardis Lane.
Thank you,
Brian D. Smith, P.E.
Partner
Urban Design Partners

TRANSMITTAL
URBAN
DESIGN
PARTNERS
To: Fast Track Sewer Permitting Date:
NCDEQ
610 East Center Ave. Suite 301
Mooresville, NC 28115
Phone:
Fax:
1318 e-6 central avenue P 704.334.3303
charlotte, nc 28205 F 704.334,3305
Fr' ENEDNCDENRIDWR
WO uO S
MOORES tL' .E REGIONAL OFFICE
6/22/2018
Project Name: The Cottages at Sardis
Lane
Project No: 17-043
Transmitted Via:
❑ Overnight
UPS Ground
❑ Hand
❑ Mail
El Fax
Action:
For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
0 For Signature
Number Date Description
2 6.18.2018 Cover Letter
2
2
2
Check for Application Fee ($480)
Completed FTA 04-16 application (Original & Copy
Documentation of registration with the NC Sect. of State
FTSE 04-16 Flow Tracking/Acceptance Letter
USGS Topo Map
2 Street Map
2
Comments
See cover letter
Cc:
Capacity Assurance Flow Acceptance Lette
Developers Operational Agreement (DEV 11-17
Set of Utility Plans