WQ0039532_Regional Office Historical File Pre 2018

W,'ati�r Resources
GnvinmmmtalVualiv
Mr. Todd Harrison, Manager
[Z|PTMH, LLC
831East Morehead Street, Suite 7S0
Charlotte, NCZ82UZ
Dear Mr. Harrison:
MIC30A2Lq.BJEGAN
S. JAY ZIMMERMAN
Direciror
.
Subject: Permit Nn.VV[00]95}Z
[C|PTMH, LL[
Tremont Square
Wastewater Collection System Extension Permit
Mecklenburg County
in accordance with your application received October G, 2017' and additional information received
October 10 2UI7'weare forwarding herewith Permit No. VV[U]039532 dated October 10\ 2817,\o C[|P
TKH, LL[ /Permi\1ee\ for the construction and operation upon certification of the subject wastewater
collection system exten»ion. This permit shall beeffective from the date ofissuance until rescinded and
shall be subject to the conditions and limitations as specified therein. This cover letter shall be considered
m part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition ||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
inaccordance with 15AN[4C2T.O4U3orany individual system -wide collection system
permit issued tothe Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure tocomply may result in penalties in accordance with North
Carolina General Statute §143'215.6Athrough §I43'215.6C, 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 anadUudicatoryhearing upon written request uvithin3Odays foUovvim0receipt ofthis perrnit. This
request nmust^beinthe form ofawritten petition, conforming toChapter 1SOBofNorth Carolina General
statutes. and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N[
27699-6714. Unless such demands are made, this permit shall befinal and binding.
4 C'0mnp�rc��~.~
State of North Cwofina I Environmental Quality Water Kesources I Water QualityRegiunal Opeiations
~mnresn.uoRegional nmc*|amsm/c^"te,Avenu^.zo/tem/|mwrespme,ymmCmnl*uzm/5

SUPPLEMENT7�«� �����U�7 �� ������
v�� PERMIT n�v�'wru~v� .�""o�v.v
CCIP TMH, 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 |mv|n [reek
Wastewater Treatment Plant in accordance with Permit Number NCO02494S.
Permitting of this project does not constitute anacceptance of any part of the project that does not meet
15A NCA[ 2l; 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 Pennittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteMaandru|es.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
I. No flow in excess of the quantity permitted herein, 14,060 GPD, shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division, [15A NCAC 02T.0304(b))
2. This permit shall become voidable unless the agreement between CCIPTMH, LLC and Charlotte Water
for the collection and final treatment of wastewater is in full force and effect. (15A NCAC 02T.0304(h)]
3. The Operational Agreement between the Permittee and the Environmeptal M,anagementmmission
is incorporated herein by reference and shall be o condition of this permit, Noncompliance with the
terms ofthe Operational Agreement shall subject the PermiMee 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 ofthis permit. [15ANCACO2T.Ol15]
II. STANDARD CONDITIONS
1. This permit isnot transferable. |nthe event there isadesire for the wastewater collection facilities
to change ownership, or there is name change of the Pennittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials aomay beappropriate. The approval ofthis request shall bmconsidered mnits
merits and may ormay not beapproved, [1SAN[ACQIT,O1O4;G,S143'2151(d])l
2. This permit shall become voidable, unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC ZT; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
4

.r
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 (Le. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.

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.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 2.4
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 II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control, (G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)1
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.
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„ Fin& 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
6

•
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times,.and level control settings, pump station buoyancy, wet well storage;
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those

as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations,, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215,1(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
CCIP TM H, LLC
WQ0039532
Tremont Square
October 10, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n 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 ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources 1 Water Quality Regional Operations

TATE OF NORTH CAROLINA M 14
COUNTY OF L / &i/ , Permit No. QC-)9J30`'
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this _2/ day of
A`Q , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
CCIP TMH LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Tremont Square
(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 and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

he DEVELOPER shall provide in the Declaration and Association i ylaws that the Disposal System and
• appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with taw and the provisions of the rmit 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.
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.
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 lirnit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7, If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
!. 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
tiled 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
--'S. Jay Zimrnerm n
Director, Division of Water Resources
Date)
CCIP TMH LLC

Division of Water Resources
State of North Carolina
f)epartnitent of Environmental. Quality
Division of Water Resources
I ,% NC,AC 02T .0300 — EAST TRACK SE 'ER SYSTEME\TE\S1ON AI PLIC:VT1ON
ETA 04-16 & SUPPOR 1 ING I)OC['\IEN°I"ATTON
Vpplicat
All iteufl
APPLICANT INFORMATION:
1.0 b� r,11117,10Cd b}
he completed or the application will be returned
1, Applicant's name: TMI1 1_[[ ( (conapatt , tnunic-ilotality, TifIA, utili¢v, etc.)
Applicant type: } [ttdi Anal Ei corporation General Partnership 0 Privately t)wned Public Utility
El Federal 0 State/County ipal El Other
taature authority's name: I idd )larrison per 15A 1NCA( 41?`I.ft]i)t (1?):
'Title: Manager
4, Applicant's attailira address: 831 1=a t i"wlsoreh<tad Street. Suite 750
City: Charlote State: NC
Applicant's contact
Phone number: [phone] I.mai1 Address: to
II. PROJECT INFORMATION:
Project name: 'Fremont Square
ApplicationEProtect status:
Zip: 21'12t)2-
la
t Penaiit/Pro
IE a modification, provide the expermit number: Vt.!Q00 sand issttetl date:
It new construction but part of a master plan, provide the existing permit number: WQOO
3. County .here project is located: Nlecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude:5 2l 17 i..onitttcle: 8(),164
5. Parcel ID (if applicable): 1 190642 3
(or Parcel ID to closest downstream ewer
© Proposed (New Permit)
III CONSULTANT INFORMATION:
1. Professional Engineer: C'hrzs 1. lt.rll License Number: 35603
Finn: Timmons. Group
Mailing address: 610 East MurreTyl td Street, Suite 250
C,"its ,Charlotte State: NC Tip: 211?t2r
Phone number: (980) 2 18-8072 Entail Address chr's
�vVAS E WATER TREAT\[,ENT FACILITY (WWTF) INFORMATION:
1. I`acility Name: :Erwin Creek. Permit Number: NC002494.5
Owner Name: Charlotte 'Water
RECEIVING [DOWNSTREAM SEWER INFORMATION (if different than \\'\ I,F):
1. Permit Number(s)' VvQ_Unknnown Downstream (Receiving) Sewer Size: incl
System Vide Collection Sv t<nt Permit tiu1nbC.r(>J (?.t..appliLabllL): V1'QC5
Owner Name(,): Charlotte Water
FORM: 1 "1 A 04-16
Page 1 of 5

111VI. GENERAL REQUIREMENTS
1IFFF.1. If the Applicant is a Privately -Owned Public Utility, has a Certificat
❑ Yes No
of Public Convenience and Necessity been attached?
N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational. Agreement (FORM: DEN") been attached?
Yes No ❑N/A
3. If the Applicant is a ilome1Property Owners' Association, has an Operational FORM.. 11 been attached?
❑ Yes No ❑NYA
4, Origin of wastewat
(check all that apply):
Residential Owned
El Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
of wastewater ; 100 °/a
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
El Church
❑ Nursing Horne
omestic/Commercial % Commercial,
l:ndustrial (See 1 s NC e (` 02T .010 (20))
r•Is there a Pretreatment Prograrn in effect?
6. Has a flow reduction been approved under 15A N(.,}\C 02 f .0114(0;' ❑ Yes
If yes, provide a copy of flow reduction approval letter
'7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Residential Townhomes
Daily Design Flow ,b
190 gal/daylbe:r'tio
gal./
❑ Car Wash
Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
Other (Explain in Attachment)
s ❑ No
Flow
14,060 GPI)
GPD
GPD
Total 14„0Ca0 GPD
a See l5A NCAC 02T .01 14(b), (d),le.i(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 facilitiets 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. 42.R1-4),
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified fin table 15A NCACl 02T.01.14J shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 14„060 GPD (per 15A NC/1C 02`In .0 0 1.4)
r Do not include future flows or previously permitted allocations
if permitted flow is zero, indicate why;
E 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

II. (RAYHA SEWER DESIGN CRI T'E:RIA (If Applicable)
1, Summarize gravity sewer to be pertnitted.
Section II.
Section III
Oversizin
,0305 &
fitting cxf Gra'ity Sewers contains i
d to rttittint•um slopes for gn its se
urn slope requirement is not allow
ted to design criteria
d a violation of the MDC
Pt NIP STATION DESIGN CRITERIA (If Applicable) — 02 ,,030S & %IlX (Pomp Stations/Force Y1aii s)
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1a Pump station number or name:
?. Approximate Coordinates (De;i:itrtal Degrees): latitude: Longitude: -
3.
4., Operational point s) crfthe puntp(s): gallons per minute at feet total
5. Summarize the force main 'to be perrttitted (for this Pump Station):
Design flow of the pump station:
Power reliability in accordance wP
n�illittts gallons per day (firm capacity)
J Standby power source or pump w•itlt autom
Required for all pump stations witlt
Must be permanent. to facil.it.y
Or it the pump station has an average dai.
n a era.ge daily no
ead
Lind telemetry - 15A NCAC 02-1 •0305(h01)(13)::
greater than or• equal to 15,000 gallons per day
gallons per day:
Eli Portable power source with manual acti\ation, quick -connection receptacle and telemetry - 1 5A NCAC 02T
,0305(h)(1)(C)
or
© Portable pumping unit with plugged emergency pump connection and'tele.rnetr 15A NCAC 021` .0305(h)(1)1C'):
It shall be demonstrated to the Divisionn that the portable source is a xned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multip le ptaratp stations, an evaluation of all the pump stttttons" storage
capacities and the .rotation schedule of the portable power source or pump, including travel tintefrantes, shall be provided.
in the case of multiple station power outage,
FORM: FIA 04-16 Page 3 of5

r".
lChS & Sll::-PAR1C tiS 4(Ci l3.ii d9(➢ > r1 NC tC 02T .11305(t)):
es the project comply° with tll scp<trations found in 1'S \ \ . !t
r 15A \(:'AC 02`I 0305 0 ecrtttins ntitaitarwtn separations that shall be prow
1 p _�.
ins (horn
Setha
ntal reclaimed
* sty private or public. water supp
Class 1.i impounded reser airs used
srameter*
leas)
benched frets(
sewer '\tit'n4
cPurce, ineluditte, arty wells, WS-1 waters of Class
Srlur e Get"drin 4itii water
v"stets classified \\ S (ey cepf "ti-1 ear 'S 'w'?, 13. SA, ORW, FIC `, r r SB from normal
h water f r.sr tide elew<<atican) and ww=e lands tree item IX.?)
Any other s
ditches
Any building foundation
yrt.v basement
i op slops, of`etrtlutankmer
tnpoundnlent, or ground water lowering and surface drai
t r cuts of? feet tit rncre vertical het
rainage systems and interceptor drat
n sools
teal earth grade {settles@)
,C. 021
clan fica
ipliance ww°i[
s alternatives where separations
identified usrn.g the Division's 'NC Su
tZ:>s,C; .see: Section X of this application
0 Yes rj No
i�rtt Re( -d
4 mche.s
-lees
ittc hes
36 inches
t be achieved.
t➢orts we
the project comply with separation requirements for wetland.,? (50 feet of separation) LJ `t"es
See the Di:vision's draft separation requirements tier ttuation » 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
Does the pro
This wo
ith scthacks found in the rive=°er basin
c'ut buffered Streams per 1'+ \ ,N-
4. L)oes the project re;tare c.crwerage M uthc rr atitatt under a 404 'Nationwide or
indi idual permits or 401 Water Quality Cetti.f3eahons''
Information can be obtained from the Ott 1 &, Huffc_f__i'e rrnrttrn, 13r taut
Does pro,
Per,1S1,wN(;"
been applied for, o
sedimentation contro
Per
position•
'C. \1'i additi( nal pernut.. certify a
0 Yes No
Yes No
6), directly relcrted environmental permit~ or certiftcation applications are being 1
e been obtained. issuance of this permit is contingent on issuance i f dependent permit
water management plans, etc.),
project include any sewer collection lines that are deemed "high-prriority':'"'
1,04tl2. 'high -priority sewer" means "any aerial sewer, sewer contaetin
d parallel to streantbanks that is subject. to erosion that undermines or deteriorates
LI Yes
s, include an attachment with details; for each line, irtcludina= Type (aerial Inc.isire„ material, and 1ocatie nl.
ed, hawk
sion and
tphon, or sewer
High priority lines shall be inspected by the permtiittee or its representative at least once every six -months and inspect
documented per 15A \C'AC Il2T.0403(a)(5) or the pernutee's individual System -Wide Collection permit..
1 RIA 04-1 ti.
c4of

Irr
CERTIFICATIONS:
L Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for tbe Permitting of Pump Stations
and Force Mainsflatest version), and the Gravity. Sewer Minimum Design Criteria (Latest version) as applicable?
Yes 0 No
If No, complete and submit the Variance/Alternative Design Re -quest application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
Professional Engi
ification:
ssional Engineer's name froni Applic
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to 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 $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per ISA NCAC 02T ,0106(b):
a i4.0404ASEe
Authority's name & title from Applicnon Item I. „
.CARO:
• st.SSitg
A
.0'
00,
.100
0.
0.
attest that this application for
has been reviewed by me and is accurate and complete to the best ofmy 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. Iunderstand 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, andior 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 143-215.6A and 143-215,6 , any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
Date:
FORM: FTA 04-16
Page 5 of 5

CHARLOTTE
WLTER
July 11, 2017
Mr. Jeremy Horton
Timmons Group
2030 S Tryon St
Suite 3C
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
TREMONT TOWNHOMES
400 WEST TREMONT AVENUE, CHARLOTTE NC
CLTWATER TRACKING# 2017805
After analysis of the sanitary sewer associated with the proposed project Tremont Townhomes, it
was determined that there is sufficient capacity to accommodate the proposed sewer flow of 14,060
gallons per day (74 townhome units x 190 gpd/unit) at the connection point(s) indicated on the
submitted utility plan for transmission to the Irwin Creek Wastewater Treatment Plant; NPDES permit
number NC0024945, for treatment. This acceptance of flow is based on the existing capacity of the
designated publicly owned treatment works. Please see the attached FTSE form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDEQ.
However, CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved, Connection to the CLTWater and sewer sy tem.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 and sewer systems, as the appropriate local or State permits are required prior to
construction. If the appropriate authorization to construct permits are not obtained and construction
has not started within one 11) year of issuance of this flow acceptance letter; and payment for any
service connection(s) has npt begin received within (1) year of issuance of this flow acceptance
letter, this flow acceptance approval shall be rescinded and, a new flow acceptance study must be
made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Chad()
2 216 charlottewater.org
Operated by the City of Charlotte

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: Timmons Group
Project Name for which flow is being requested: Tremont Townho
More than one FISE may be i equirecf for a single projecst r the owner of the WWTP is not responsible fors czTl c ump
stations along the route of the proposed Wastewaterlto °.
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
Allflows are inMGD
99.0
d. Estimated obligated flow not yet tributary to the WWTP 12.041
e. WWTP facility's actual avg. flow 62.895
f. Total flow for this specific request o 014
g. Total actual and obligated flows to the facility 74.950
h. Percent of permitted flow used
75.
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 defrned as the tnaxi.mum 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): 2200 Block Toomey Avenue (1971)
Downstream Permit Number: unknown
Page 1 of 2
FTSE ()4-16

III. Certification Statement:
I Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of is form indicates acceptance of this wastewater flow.
\
0/G2��
Signing Official Signature ate
Page 2 of 2
FTSE 04-16

SITE MAP - AERIAL
Tremont Square - October 3, 2017
0
400
TIMMONS GROUP
YOUR VISION /ACHIEVED THROUGH OURS

USGS TOPO MAP
Tremont Square - October 3, 2017
000
2
Feet
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS

Business Registration Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh,NC 27626-0622 [phone] Account
Login
Note: Due to the installation of equipment upgrades, our website will not be fully functional Create
beginning at 7:00 p.m. Friday, October 6th through 7:00 p.m. Saturday, October 7th. We apologiz8ite
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Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: CCIP TMH, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1567898
Current -Active
Current
Domestic
1/23/2017
January
Harrison, Todd G
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
831 East Morehead Street, Suite 750
Charlotte, NC 28202
831 East Morehead Street, Suite 750
Charlotte, NC 28202
831 East Morehead Street, Suite 750
Charlotte, NC 28202
831 East Morehead Street, Suite 750
Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 570-3-20.
haps://www.sosne.gov/Search/profeorp/12564754
10/6/2017

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: Ori Tuvia
NC DEQ — Division of Water Resources
610 East Center Avenue
Mooresville, NC 28115
zi ENCLOSED PLEASE FIND: #1, 2, 3, 4, 5, 6, 7
11 WE ARE SENDING UNDER SEPARATE COVER:
COPIES
1
1
1
1
1
1
1
DATE
10/03/17
9/21/17
10/03/17
10/03/17
7/11/17
9/21/17
9/22/17
NUMBER
2
4
5
6
7
Date: 10/05/17 Job #: 39306
Project: Tremont Square
Reference:
Copies Sent To:
DESCRIPTION
Fast Track Sewer Application
Developers Agreement
USGS Topo Map
Site Map with Aerial
Charlotte Water FTSE
Fee Check S480 (Check No. 131)
Private Sewer Plans
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once
COMMENTS:
To Whom It May Concern:
Please see the attached Fast Track Sewer Application for review. Please call or email with any questions,
Thanks.
SIGNED:
remy T H
80.500, 849
jeremy,[e-mail]
r•J
0
co
z
eodStreet, Suite 25O|[h
rxx704J7h]076
704.682.8600
Site Development �
E
0
Lc;
0
E

Permit Number WQ0039532
Central Files: APS _ SWP _
10/10/2017
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
14, 060
Facility
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Tremont Square
Location Address
Owner
MajorlNlinor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Mecklenburg
Owner Name
Ccip Tmh LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Todd G. Harrison
831 •E Morehead St •
• Charlotte
NC 28202
Orig Issue
10/10/2017
App Received
10/6/2017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
10/10/2017
Requested /Received Events
Effective
10/10/2017
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: CCIP TMH, LLC
PERMIT #: WQ0039532
PROJECT: Tremont Square
ISSUE DATE: October 10, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom,
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
rp
Printed Name, Title Signa ure Date
ENGINEER'S CERTIFICATION
as a du l registered Professional En ineer in the State of North Carolina,
having beerl(auth trized to observe periodically, 111 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.
LtiI.Crl4Rf '
Si
North Carolina Professional Engineer's Seal w/signature & date:
Final n Partial (include description
Certification Comments/Qualifiers (attach if necessary):
SEAL.
035i60
State of North Carolina Environmental Quality i'Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 31)1 ! Mooresville, North Carolina 2811.5

•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: Barry Love
Water Quality Regional Operations Section
Date: 04/24/19 Job #: 39306
Division of Water Resources
North Carolina Department of Environrrlental Quality Project: Tremont Square
610 East Center Avenue, Suite 301 Reference: WQ0039532
Mooresville, North Carolina 28115 Copies Sent To:
a ENCLOSED PLEASE FIND: #1,
WE ARE SENDING UNDER SEPARATE COVER:
COP ES l DATE NUMBER
DESCRIPTION
4/24/19 1 Private Sewer Certification
If enclosures are not as noted, please notify us at once.
COMMENTS:
To Whom It May Concern
Please see the attached documents for the private sewer at Tremont Square..
For any questions please call Jeremy Horton at 980-500-4849,
610 East Mor
FAX [phone]
704.602.8600
astructure Technology
Development 1

Water Resources
Environmental Quality
ROY COOPER
Governor
MICHAEL S. REGAN
Secrelary
LINDA CULPEPPER
Director
As built check list (reference 2T .0300)
Reviewed By: Barry Love f
Review Date: 04/30/2019
Project Name: Tremont Square
WQ#: WQ0039532
County: Mecklenburg
1) As -built has been signed, sealed, and dated by an N.C. PE IN Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes In No n N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15ANCAC 02T.0305(h)). ❑ Yes ❑ No ® N/A
4) Is Project design in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). ® Yes n No n N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
❑ Applicant must submit TWO copies of the plans, specifications, and calculations
❑ Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) n Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority Iines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(1 Original length of pipe — As built length f / Original length) < 10%. ® Yes ❑ No
If no application needs to be modified.
Nirtiiing Cam_pres`_
State of North Carolina I Environmental Quality l Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28113
70 4-663-1699