WQ0040309_Regional Office Historical File Pre 2018

Resources
ntnental Quality
October 5, 2018
Mr. Russ Sinacori, Manager
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
ROY COOPER
iron
MICHAEL S. REGAN
Secretary
L1NDA CULPEPPER
Interim C)nrectorr
Subject: Permit No. WQ0040309
Carolina Development Group NC, LLC
Providence Road Townhomes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Sinacori:
In accordance with your application received September 24, 2018, we are forwarding herewith Permit No.
WQ0040309 dated October 5, 2018, to Carolina Development Group NC, 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permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions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 I1,4: 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.
State of North Carolina = Environmereal Quality !h''atet Resources Water Quality Regional Operations
Muoresvihie Regional Office tile) Fast Center Aven e, S
704-663-1699
a

if you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry.love@ncdenr,gov.
Sincerely,
�—uocuSigned*p
LI
for
f4~� `' 8�
Nu"
p16Ire69*208*A3.'
byVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEU
cc: Aaron Wagoner, P.E.(e-cmpy)
Charlotte Water (e-copy)
Tommy Rowland (e'cnpy
Regional Office Files
Water Resources Central Files
PER[S(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
Carolina Development Group NC, LLC
Mecklenburg County
for the construction and operation of approximately 120 linear feet of 6-inch gravity sewer to serve 5
dwelling units as part of the Providence Road Townhomes project, and the discharge of 950 gallons per
day of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received September 24, 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:
F161F869A2D84A3...
for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040309
Permit Issued: October 5, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
Carolina Develent Group NC, 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 Plant 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, 950 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 Carolina Development Group NC,
LLC and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T,0304(h)]
The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T,0.11512
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved.. [15A NCAC 02T.0104; G,S 143-215.1(d3)]
4

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.
5

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.
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 miriimur c+f 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 550 was beyond control. [G.S. 143-215.1C(a1)]
6, Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)j
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

Cara|ina-icensed Professional Engineer to the licensing board. [15A N�CA[RIT.OIQ4 15A NCA[QZT
Il. 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 maybe required bythis Division, such as the construction mfadditional orreplacement facilities.
[15A N[A[0ZT.OlI0;154NCACOZT.OIQQ(b)]
12. The issuance ofthis permit shall not exempt the Pe/mhtteefrom 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 bythe Division orany other Federal, State, of Local government agencies, [G.S.l43-

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT ft:
PROJECT:
ISSUE DATE:
Carolina Development Group NC, LLC
WQ0040309
Providence Road Townhomes
October 5, 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
1, 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 duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (❑ periodically, 111 weekly, L 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 j Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
�n� 441 1Koo

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. l C?0 ti-C 30 ct
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this I ,' day of
Cc_ •I„ 5 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Carolina Development Group NC, 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 Providence Road Townhomes (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction 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, TI-IEREFORE, 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 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.
FORM: DEV 11-17 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit 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 I, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
M N GE E T COMMISSION I
V
of Linda Culpepper
Interim Director, Division of Water Resources
(Date)
Carolina Development Group NC, LLC
Name ofDFVELOPE
By:
(Sig attire)
Russ Sinacori, Manager
Print Name and Title
(Date)
FORM: DEV I 1-17 Paget oft

Division of tNJ tier esources
:gyp
15A NCAC 02T
11 NUMber:
Ali item nattst be co
appleicat
State of North Carolina
Department of Environinental Quality
Division of Water Resources
Eli ER ' a',TE\I EXTENSION APPLICATION
A dt44 i PPORTING DOCUMENTATION
RECEIVEONCOENRIDWR
APPL. CANT INFORMATION:
1, Applicant's name: Carolina Deg=eloi Cl Qop NC, y, mur<icipatlity IIOA,
Applicant type: 0 la dig=°idua1 C`oi
0 Federal Q State,:''C'.
). Signature authority's name: Russ sirracori per
Tide: Manager
4. Applicant's ntattlin address: 1C)100 Pack '''edar Drive, Suite 10
City: Cliarlwotte State: NC Zip. 2i 277
Applicant's contact information:
Phone number: [phone] Email Address: rutisict= it3actsri rrilders.con
PROJECT INFORMATION:
1. Project name: Providence Road o tahc
" . Application/Project status: I'r°aposed (New Permit;) F sting
If modification„ nu.mber: WQ00 and issued date:
If .new construction but part of a master plan, provide the ex
County where project is located: Mecklenburg
4. Approximate Coordutate 'Decimal Degrees, Latitude: 35,
5. Parcel ID (if applicable): 22538151
(or Parcel. II) to closest downstream sewer)
n
0 General Partners
Q Municipal
1 .:tlta€imr
IwC)NSU'LTA.NT INFORMATION:
1, Professional Engineer: r' aarsrn i °')gt"ane
Firm. Ear n
ItEailin.© address: 223 North Graalaartn ;l
City: Charlotte. State: NC
Phone number: (704) 33 3-032,5
Number 043902
Zip:282022-, __
Irnatril Address: a
rrrlaera 'WQ00
© Other
Longitude: 80.77286
nddes
STE1 'A'TER TREATMENT FACILITY (\ \ "TF) INFOR,MATIOti:
1. Facility Nance; Ec 1pine Creek,
Owner Nance: Charlotte Water
k. SugarC'a4eck
7 970 NC'0024 45 NC 0024
utnlaar ;v�"�(7 �
I ECUBING DOWNSTREAM SEWER INFOI \1A'TION (if different than %%'WTF):
1. Permit iN1uanber(s): V'C?Down.strearn (I eea ring) Sewer Size:
S ^ rtt 1 act C tl tr Asa a tm ik) .('fir. )sat. arr}I s t.l.:?wl { i ij I a i,) 'QCs
C)wner Name.
y
FORM: ETA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
S
lithe Applicant is a Privately-Owwned Pu
lithe Applicant is a Developer
It the Applicant is a 1 pane,„ p upper y,
o be sw ld, has a l )e‘, h p,
Ori in waf wv xs te.tvater, (elteck all that ap
0 Residential Owned
Q Residential Leased
© School !preschool I
© Food and drink tacit
Q Businesses i` offices factor
Nature of wastewater
6, Has a I'la
y If y
y care
pylt
Q Retail (st
0 Retail
Medea
El Church
Nursing
1&l tyost+ stic/Cotnr e
a,,i Industrial (See ,1
is there a Pretr
been approved under ISA°V'.t
copy of flow reduction approval letter
Yes
0111
Summarize waastewatet generated by project.
Nw,`.t
N A
N=A
proposed unknown non-residetat uses; pub
;bsidential property bated south or ea t of the atlantic Intracoasta
..v42r\ 4),
Per ISA NCAC 02T .01.14(c), design flown rates for establishments not identified [in table l t\ NC„,
\ dt J 7
detenm d using available flow data, water using fixtures, occupancy or operation patterns, and other measu
lic Conner
nd Neccssity been uttac
a.ttaclaed9
C]Ca
© Hotel and or Motels
0 Swimming Pocal Clubhouse
Swwitnrning Pool/Filter fackv.ashti.
© Other (Explain in Attachment)
Yes No
No
Wastewater ,generated by project: 9.50 GPI (per \ ° `. C t i t:tt )
Do not include future- flows or previously pernaittett all°cations
If permitted flow is zero, indicate why:
0 I'ump Station or Gravity Sewer where tloww will be persrsitted in subsequent permits th
Flow laa already been allocated in Permit Number:
Rehabilitation or replacement of existing seswer w°itla nr=
0 Other (Explain):
expected
ow rates tt
heated near
701
intuna flow per
blic use area,;
defined
data.
FORM: ETA04-lii

GRAVITY SEWER DESIGN CRITERIA (If
I.e Summarize gravity server to be permitted.
Si7
Section II & 111 of the I !DC for 1
p
able) - 021
f Gravity Sewers contains
Section HI contains itaforrraation related to minimum slol for gravity sewer(.
+� Oversizing Tines to meet minimum. slope. requirement is not allowed and a tion
PUMP STATION DESIGN CRITERIA (It Applicable)—t,I l .t)3()5 & \IDC (Pump StatiorESrl a
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1, Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Lat'itude:., ongitudr
Design flow of the pump station:
4. Operational point(;~) of the pump(
5. Sr mrnail
6,
ante with 15
millions gallons per day (firm capacity)
gallons per minute at ,, feet total dynamic head (TM)
his Pump Station):
( tattdtay power source or pun'ap wileaautorntc acttr
` Required for aIY pump stations with an taverage daily
Must be permanent to facility
Or if the pump station has an average daily flow letss than 15,000 gas per day:
Po able power source with manual activation, quick -connection receptacle and telemetry - i 5A. NCAC 02T
.0305(h)(1)(C)
Or
Q Portable pumping
.NCAC 02T ,0.305(h)(1)(1-3)q
al to 15,t000 gallons per day
pump connection and telemetry - 1 yA NCAC 02T ,0305(11)(1)(C)a
It shall be demonstrated to the Divis¢nn that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
1f the portable power source or pump it; ri''ed'icated tea multiple pump tations�„ an e- ttltt.a'tion oft the parr'np stations' storage
capacities and the rotation schedule ofth portable power source or pump, inetudithg Cravei tinaefraanes, shall be provided
in the case of a marltiple station power outage.
FORM: I TA. 04-16
Page 3 of 5

I.X. SETBACKS BACKS & SEPARATIONS — (0213 .0200 &15xt NCAC 02T" .0305(0):
I. Does the project comply with all separations found in E ,y N("
i A, NCAC (t.,I".il3tl5
Str rtxt sew r and other ut�dities zarat lr
Witte mains (vertical°
4raterrnains (horizontal)
Reclaa,inted water elites verticaai - rech
Reclaimed water lines (fitctrizcsrttal ra
*Airy private or public water supply
Class 11 rn .©untied resew°rears used a,
water ove
high_watcr (or tide eievat'on) and
**Any other stream, lake, impound
ditches
Anv building
An basement
Top .slope of emlr;ttakment or cut r c k ?feet or more vertical h
nsnimum s_e_pauations that shall be provided for sewer
etback Parameter* mm_
ed helo
.ludinat its i enehed steno.
ed over sewer)
Scdaaration Rea aired
24 inches
lea Inches
1.0 feet
114 inches
source, including any wells, WS-I waters of Class for
a source cif drinking water
WS-V), El, SA, ORW, IIQfW, or S13 from normal
ds (see item IX.2) 0 feet
err A round water lowering and surface drainage
0
Drainages stems and interceptor detains
Any ,swimming pools
Final earth rade (vertical)
ins alternatives where separations in r,I. 1.
clascan be identified using the Division's
pliance with )" l .tl 05tf),.%`rIL, see Section X of this applicatiran
0
inches
be achieved,
lies the project comply with sepaar'attion requirements tiar w`etiaatatis;a (50 feet ofseparatirata) Ei Yes 0 No N`r\
.- 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
aes the project comply with setbacks found in the river basin r tiles per
This would include "1"rout Buffered Streams per 1 5 1 NCAC
Does the p¢cajrt rciuire
individual permits or 40
1106-1.anon under a 404 Nationwide or
retie Certifications?'
information can be obtained 8ram the Iraretir
Does project comply ),w
Per
been applied for, or have been obtained. Issuance of this permit is contingent on 'is.sua
sedimentation control plans, s'torrnw^at_er management plans, etc,).
, 1*a'al,rts It
)21 irltr?1 1y)) (additional permi
elated environmental permits or cern flea
6. Does this project include any sewer collection lines that are deemed ".igh priori¢
Per
ned pa
ta)r2, "high priority
treaarnbank,s that is :subject to erosi
0 Yes
attachment with details for each.
n applicati
aerial sever°, server crattta
that undermines oaoraa
High priority' lines shall be inspected by the pernaittee or it'
documented per 15A NCAC 02T.0403(a)(5) or the permit
fling, type (aerial line, s.
0 Yes 0 No
Yeti
Ves 1 1 No
are heing prepared,
ndent permits (ercrsica
d
siphon, or sewer
ion),
presentative at Least once every six -months and inspections
indivitluaal System -Wide Collection permit.
t: iFL°.A. 04- lb
Page 4 of 5

X. CEi TIFI ATIONS:
1. Does the submitted system comply with the `t
and Force Manly alatri, t vsirA and the Gra
If No, complete and submit the Variance/Alternative Design Request application (VADC
review. Ap iray1of the re nest is re wired o s ttal of the Fast rack A llcation and su s ts.
�tltiu��csf �?
plicable?
Professiat Engineer's Certification:
(Professional
ntt vvagone
s name from , pplicatioor Iten
-14) and supporting documents for
atte
hat this application for
has been reviewed by me and is accurate, complete and consistent with the in frarn ration supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design..
NOTE -- In accordance with General Statutes 143-215,6A and 143-215,68, any person who
statement, representation, or certification in any application package shall be guilty of a Class
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date: +'' CA
Applicant's Certitication per 15A NCAC 02T ,Qll d6(b).
1,
Russ Sinacon, Manager
(Signature Authority's name & title from Application
at
y makes any false
teanor, which may
his application for
has be reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this apcompleted 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, andlor 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 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 143-2,1. -6,A and 143-2 5.68, 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 $2.5,000 per violation.
Si 'nature,
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
e%-r on of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Land Design, Inc.
Project Name for which flow is being requested: Providence Road Townhomes
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
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 flaws are in MGD
99.000
12.303
63.767
0.001
76.071
76.6%
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): Unknown
Downstream Permit Number: Unknown
Page l .of 6
FTSE 04-16

III. 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.
KA, 2 t 8/24/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

Polaris 3G Map — Mecklenburg County, North Carolina
Providence Road Townhomes Street Level Map
This maga or report is prepared forthe inventory of real pro
Users of this map or report are hereby noted that the afar
re ponstbility for the information contained herein,
PROP. " PRIVATE
SANITARY SEWER
y within
entioned
county and is compile
y information sources
Date Printed: 9/7/2018 2:59: 1 P
CONNECTION TO
EXISTING 8
PRIVATE PUBLIC
SEWER
om recorded deeds, plats tax rasps, surveys, planrmetdc maps and other public recr rrf anct data.
quid be corssufted for verification. Mecklenburg County and its ping contractors as ume no lega

SOSID: 1584170
Date Filed: 3/28/2017 3:48:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2017 081 01675
•
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
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.
Carolina Development Group NC, LLC
1. The name of the limited liability company is:
(See Item Iof the Instructions for appropriate entity designation)
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.)
Name Address Capacity
Chris Miller 184 E Chestnut St Ste 5 Asheville NC 28801 Organizer
3. The name of the initial registered agent is: Chris Miller
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 184 E Chestnut Street, Suite 5
City Asheville State: NC Zip Code: 28801 County: Buncombe
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
City _ State: NC 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 limited liability company is:
Number and Street:
City: State: Zip Code: County:
CORPORATIONS DIVISION
(Revised December 2016)
P.O. Box 29622
2
RALEIGH, NC 27626-0622
(Form L-01)

•
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. ❑■ The limited liability company does not have a principal office.
7. Any other provisions which the limited Iiability company elects to include (e.g., the purpose of the entity)
are attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in
the creation document.
Name
Title
Business Address
9. (Optional): Please provide a business e-mail address:
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.
10. ' These articles will be effective upon filing, unless a future date is specified:
This is the 17 day of (l ru✓G t , 20 {Z.
Signature
Chris Miller, Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature Signature
Type and Print Name and Title Type and Print Name and Title
NOTE:
!. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
(Revised December 2016)
P.O. Box 29622
3
RALEIGH, NC 27626-0622
(Form L-01)

1
LandDesiggn.
CREATING PLACES
THAT MATTER.
i
September 19, 2018
Providence Road Townhomes
LDI Project No. 1018314
SEWER SYSTEM APPLICANT:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DEVELOPER:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DESCRIPTION:
We would like to request approval for sewer extension to the project site of Providence Road
Townhomes. The property will consist of 5 townhomes. The total wastewater flow requested
and approved was 950 gpd. The townhomes will allocate a total flow of 950 gpd to the private
system. We are proposing to install 122.10 If of 6" pvc. Flows from the site will be sent to the
McAlpine Creek, Irwin Creek, and Sugar Creek Wastewater Treatment Plants (facility permit
numbers NC0024970, NC0024945, and NC0024937). This application package consists of the
fast track sewer system extension application, the application fee, the flow tracking and
acceptance form from Charlotte Water, a USGS topographic map indicating the location of the
project, a street level map showing the project area, and the developer's operational
agreement.
Respectfully Submitted,
Aaron Wagoner, PE
LandDesign, Inc.
LANDDESIGN.COM
223 N GRAHAM STREET • CHARLOTTE NC 28202 • 704 333 0325
CHARLOTTE • WASHINGTON DC • DALLAS • ORLANDO • SAN FRANCISCO

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings - Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Carolina Development Group NC, LLC
Information
Sosid: 1584170
Status: Current --Active
Annual Report Status: LLC Under Review
Citizenship: Domestic
Date Formed: 3/28/2017
Registered Itgei .t: Miller, Chris
Addresses
Reg Office Reg Mailing
184 E Chesnut St Ste 5 184 E Chesnut St Ste 5
Asheville, NC 28801 Asheville, NC 28801
Company Officials
All LLCs are ma malted by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosrc.oy/online_services/search/Business_Registration_Results 9/25/2018

Lai
CREATING PLACES
THAT MATTER,
September 19, 2018
Providence Road Townhomes
LDI Project No. 1018314
SEWER SYSTEM APPLICANT:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DEVELOPER:
Carolina Development Group NC, LLC
10100 Park Cedar Drive, Suite 166
Charlotte, NC 28277
DESCRIPTION:
We would like to request approval for sewer extension to the project site of Providence Road
Townhomes, The property will consist of 5 townhomes, The total wastewater flow requested
and approved was 950 gpd. The townhomes will allocate a total flow of 950 gpd to the private
system. We are proposing to install 122.10 If of 6" pvc. Plows from the site will be sent to the
McAlpine Creek, Irwin Creek, and Sugar Creek Wastewater Treatment Plants (facility permit
numbers NC0024970, NC0924945, and NC0024937). This application package consists of the
fast track sewer system extension application, the application fee, the flow tracking and
acceptance form from Charlotte Water, a USGS topographic map indicating the location of the
project, a street level map showing the project area, and the developer's operational
agreement.
Respectfully Submitted,
Aaron Wagoner, PE
LandDesign, Inc.
LANDDESIGN.00M