WQ0038958_Complete File - Historical_20171231

ROY COOPER
Governor
Environmertia
Quality
January 6, 2017
Jason Teller
Waxhaw Mill Ventures, LLC
6225 Carmel Road
Charlotte, NC 28226
Subject: Permit No. WQ0038958
Waxhaw Mill Ventures, LLC
Cotton Fiats
Wastewater Collection System Extension Permit
Union County
Dear Mr. Teller:
In accordance with your application received January 3, 2017, we are forwarding herewith Permit No.
WQ0038958 dated January 6, 2017, to Waxhaw Mill Ventures, 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 U.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.
,,- Nothing Compares`- .,
date o North Carolina i Environmental Quality
610 E. Center Avenue, Suite 3000 Mooresville, North Celina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional. Office
Division of Water Resources, NCDEQ
cc: Marc A. Houle, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
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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
Waxhaw Mill Ventures, LLC
Union County
for the construction and operation of approximately 289 linear feet of 8-inch gravity sewer to serve the
Cotton Flats project,. and the discharge of zero gallons per day of additional collected domestic
wastewater(flow-previously -allocated-to-site;-redevelopment) into -the -Union County existing -sewerage
system, pursuant to the application received January 3, 2017 , 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 shallbe subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor.
Water Quality Regional,Operations Section
Mooresville Regiona1Office, •
Division of Water Resources, NCDEQ -
Permit Number: WQ0038958
Permit Issued: . January 6, 2017

SUPPLEMENT TO PERMIT COVER SHEET
Waxhaw Mill Ventures, 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 Union County Twelve Mile Creek
Wastewater Treatment Plant in accordance with Permit Number NC0085359.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 27; 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.
I. SPECIAL CONDITIONS
1. No 'new additional flow in excess of the quantity permitted herein, zero 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 Waxhaw Mill Ventures, LLC,and
Union County for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h)]
3. The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to actin accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]
II. STANDARD CONDITIONS
1.. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
Submitted' to the Division accompanied :by documentation from the parties involved, and other
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 027.0104; G.S 143-215.1(d3)j
2. This .permit shall' become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this -pen -bit; 15A-NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12; 1996, as applicable; the Division's Minimum Design Criteria for-
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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 thatare 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 se versystem shall be conducted at least once per year.
g. -Overflows and bypasses shall be re;por"ted tOthe appropriate Division regional office in accordance
- with 15A NCAC 213 .0506(a), and public notice shall 'be'provided .as required by North Carolina
'General; Statute §143-215:1C. +
- ',.- _L
- 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 - residential users and both commercial andwr
legal meansto regwre'grease interceptors at existing establishments `,The plan'shall also
-x --ter : '7 --rvwwA..,p'�„_^,� ?.. :�� - .s . ..._ . F ;
include legal means -for inspections.of the grease interceptors, enforcement for violators }and
the legal means`to cost olgreasepntering the -system from other public`and private satellite
'1
wer syste!'ris ..�_u _ _. _ �.� .� �•
2For; privately` owned collection'systems,Ihe'Grease.Control Program shall include'at-least bi- - 1,1
Y. rr��_r i h.,,.� --�..ei..r - S >: . - '. r. :-:; �-.- ..-....-1 = l •�_
w r. A annual dist'ributionrof grease education=.materiaFs t▪ o-users`of the -collection system'Jiy""'-the
permittee,or its repceserrtative SFr { r'
Grease educationY hatenals shall be}distrlbutedymore ▪ often than regwred m Parts.(1] and (2}
of this 5ubparagraph�f necessary to prevent grease related sanitary sewer overtlows
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i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule 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 24,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the -Division -of -Emergency -Ma nagement-at-telephone-number-(800)-858-0368-or-(919)-733-3300: —
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most 'current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)] , :
,7. Upon completion of construction and prior to operation of these permitted facilities, the completed
:Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the iform.A complete certification is.one isone 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
"s appropriate enforcement actions ; 3 ,. ,- • ,
r If the • permit is issued to a private entity with an Operational Agreement, then a copy of the Articles ` ' . `:
':,-,_,. . ,_ ;,. .th � ,.�.1..n.-,M. .m. --•,. s 4 �.,- ri=', 3�..„k«s� �. - :..i . i-y . -a_ t:+ x-r i __« .. h^- � -`fir• ..-r•��:--n ..._:.. ,..� i
of incorpora•tion, 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.
- -.. .. ti a t,r0P-•,-ra - r'4 -'a 'i ,07• ,- b ' -. - .-z_09,g.t�[.. ?� r --
1.r --..3
A complete certification is -one where the form' is; fully executed and the, supporting documents are - -
�- - provided as applicable:} Supporting,docurnentation shall�include the following `*
i rF `ivy µ� : ry,IFftt �. h fir{, rF r. y r Yx+wr ^r«e i .:
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.+r. 7':{ - ^ . .� .^'%" . °, .. �' . H w r., L'k;$. `'.jai^"+,.u.'!.'�s";rais .. •.•,. L _'::.. ...✓'. i'
. .,{[`v r--rr Y i s'=�.%."•_ � = nS ; .4 .r:wti5'. g-1:.ww; - -r e ,air t

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 pumpsizing,
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 -merits --
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 priorto completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
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9.-A.copy.ofthe 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 FastTrack Permittrrig of Pump Statio n and Force Mains adopted Jane 1,-2000,'
as applicable; and other supporting materials may subject the Permittee to an enforcement action
• Abe Division, in accordance with North .Caroliria General Statutes §143-215.6A through §143-215.6C, -
r "vr . --=." , construction of additional or replacement wasteiathr collection facilities, and/or referral of the North- r 4
-Carolina-licensed Professional Engineer to the licensing. board ' [15A NCAC,02T .0104; 15A NCAC 02T..
0108(b)] , f y L " : -
r ' 11.-In the event that the wastewater collection facilities fail ,to perform satisfactorily,, including the _
creation of nuisance conditions, the Permittee'shall takelmmediate corrective action, inc u i g
- IS l.a �. _ ,R �., � �.1 - +,--r_x'xry,_r-P`j ^1 - -..,,A ax= +, '' x•s; : �.5 ' �C a..
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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 #:
PROJ ECT:
ISSUE DATE:
Waxhaw Mill Ventures, LLC
WQ0038958
Cotton Flats
January 6, 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.
•
PERM ITTEE'S-CERTI EICATION
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
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ,(❑ periodically,. ❑ 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"suchthat the
construction was observed to be built within substantial complianceof this permit; 15A NCAC O21"; 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)
:
Certif Cation Co nm nts/Qualifiers (attach if necessary):
I
77,

ir
ATE OF NORTH CAROLINA
COUNTY OF union
Permit No. t4 p O a-5a 961
3.
DEVELOPER'S OPERATIONAL AGREEMENT
This GREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this 6 ' day of
62t41.0n - , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Waxhaw Mill Ventures, LLC • , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER
WITNES SETH:
1. The DEVELOPER is the owner of the certain Iands lying in Union County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Cotton Flats (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-DE-VEL-OP-ER-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 Iaw.
2. The DEVELOPER shall not transfer errship 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 pernnt be reissued to the Association. Tie
request must include a copy-ofthe AssociationaBylaws and Declaration. •
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
DEVELOPERS successor.
rfVr N- 'rs,-.T, nn ,.,

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 Iocal 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
—___—__govemmentaLunit.may_sequire_as_condition_ofaccepting_theDevelopment'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.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT'COMMISSION
a.ua Aid Verdi-4-as I. j, (--
Name of DEV .. OPER
B:
. Jay Zimmerman, .G. (Signa
Director, Division of Water Resources
- Print Nance arcl it e
(Date)
I?.
[1
- -
4
3.
r.r1 )11 K. rvoiT-nO 1.1
11...�:.

Division of Water Re
State of North Carolina
epartrnent of Environmental Quality
Division of Water Resources
15A NCAC 02T ,0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTiN( DOCUMENTATION
Application Number
A
d or the a +
Lled113 t)ta-rt)
APPLICANT INFORMATION:
Applicant's name: '4Vaxhaw Mill Ventur•e.s, Q I 1(company, municipality, 1-1OA, r.
Applicant type; Ittdivicltral Corporation © General Partnership
I itlr
4. Apj
City: Charlotte State: NCC'
+. Applicant's contact irtfornaa
Phone number: (70=1) 507-2039 Email Address: "relict r ci7dventurcti com
Fede
al
ure authCit'rty's name:
ri Stale County D Muni.cipal
Teller
Partne r
address: 622''
IL PRt' JECTINFORMATiON:
1 Project name: Cotton Flats
Zip: 28226-
•net
© Privately=-()wrned Public IJ
© Other
per _I.SA NC AC 02"F 010(a(l�)
2. Application/Project status: Proposed (New Pert Permit/Project
If a modification„ provide the existing permit number:: W000 and issued date:
If new construction but part or a master plan, provide the existing permit number: WQ00
3, County where project is lr?cited: t1=lt;rtan
4, Approximate Coordinates (Decimal Degrees): Latitude:
5. Parcel iD (if applicable): 0.5-1 10-002
(or Parcel 11:) to closest downstream sewer*"
iii. CONSULTANT INFORMATION:
1. Professional Engineer Marc A.Ho Pr
Firm: Yarbroui**"Mitts & Houle. Inc.
Mailing address: P:0. ICctx 1 198
City:. Pineville State: NI' Zip: 7)8273-
Phone number: [phone] Email Address march
n
ASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Narne: Twelve Mile Creek Permit Number: NO 0(t85359
Owner Name: Union County
nsc Number: 14911
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
mit Number(s): WQ0021064
wnstream (Receiving) Sewer Size: 8 inch
System \Vide Collection System Permit Number(s) (if applicable): tu'C?CS
Owner Name(s): Union County Public Works
FORM: FTA 04-'1

VI. GENERAL REQUIREMENTS
1. lithe Applicantis a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes 0No N/A
2. if the /N.pplicant is a Developer of lots to he sold, has a Developer's OperationaL,NgreetnentifORMLTAM been attached?
0 Yes 0No NI/A
3. If the Applicant e/Property OwnersAssociation, has an Operational A.greement (FORM: HOA) been attached?
0 Yes ON° NIA
4. Origin of wastewater (check all that apply):
0 Residential Owned El Retail (stores, centers, malls)
Residential Leased Ej Retail with food preparatiorilservice
LI School / preschool I day care
Food and drink facilities
Businesses/ offices ./ factories
El Medical /denial / veterinaly facilities
0 Church
LJ Nursing Home
5, Nature of wastewater : 100 o Domestic/Commercial % COmmerci3I
% industrial (See I5A NCAC 02T ,0103(201)
>Is there a Pretreatment Program in effect?
6, Has a flow reduction been approved under 1.5A NCAC 02T .0 LI 4(f)? E Yes
!Ives, provide a copy,of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type
see 02T.0114(11
Daily Design Flow "'b
0 Car Wash
0 Hotel andlor Motels
El Swimming Pool /Clubhouse
El Swimming PooVFilter Backwash
0 Other (Explain in Attachment)
. of tin its Flow
Total 0 .
a See I 5A NG, 02T .01 141),L(dIte)(1)and (0(21 for caveats to wastewater des"gn flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses: public access facilities locatednear high public use areas;
and residential property' located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-41..
Per ISA NCAC 021' .0114(c), design flow rates for establishments not identified [in table I5A. NC.AC, 02'1.0,1 I.„4] shall be
determined using available flow data, water using -fixtures, occupancy or operation patterns, and other measured data,
3. Wastewater generated by project: 0 GPD (per 15A NC: .,„021.01141
DO not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit Number
Rehabilitation or replacement of existing sewer with no new flow expected.
0 Other (Explain):
FORNI: ETA 04-16
Page 2 of 5

VI . GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305
I. Summarize gravity sewer to be permitted:
itv Sewers):
• Section It & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation ofthe MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump $tationstF'qrce Mains)
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
?: Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow (tithe pump station: millions gallons per day (tirnt capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDFI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 1 5,A,NCAC 02T .0305(11).W:
0 Standby power source or pump with automatic activation and telemetry - 15,A NCAC 02T .0305(h)(1)(}3);
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
0 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(1)( 1)(C)
or
0 Portable pumping unit with plugged emergency pump connection and telemetry - ISA NCAC 021' .0305(h)(1)(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (drafi agreement)
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, includine travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

r SETBACKS & SEPARATIONS ( 2 .0200 & 15.A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in 15A NCAC 021' .030,5(f) & (g)
)1 5A NCAC 02T,0305(fcontains minimum separations that shall be provided for se
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical ecla med over sewer)
Reclaimedwater lines (horizontal - reclaimed over se.
systems:
No
Separation Required
24 inches
8 inches
**Any private or public water supply source, including any wells. WS-1 waters of Class I or
Class II impounded. reservoirs used as a source of drinking ater
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
**Any: other streain, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
0 feet
8 inches
2 feet
00
50 feet
10 feet
Any basement
Top slope of embankment or cuts of 2 feet or more vertical hcig
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
5 feet
10 feet
0 fee
fee
10 feet
36 inches
) 15A NCAC 02T,030.5(g) contains alternatives where separations in 02T,0305(f) cannot be achieved.
) **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
) If noncompliance with 02T,0305(1) or (g),. see Section .X. of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
) 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
Yes El No
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? E Yes El No
) This would include Trout Buffered Streams per 15A NCAC 2B4O202
4. Does the project comply with an individual 404 Permit or any 401 Certifications.? Yes fl No
) Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
) Information can be obtained from the 401 & Buffer 'Permitting Branch
5. Does project comply with 1.5A 'Ncikc 02E()I 05()(6) (additional permits/certifications)?
Yes jNo
Per I.5A NCAC 02T,0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance ofthis permit is contingent on issuance oldependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.),
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 1.5ANCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
I] Yes No
) If yes, include an atta.chment with details for each line, including type (aerial line, size, material, and location),.
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

pr .. CERTIFICATIONS:
I . Does the submitted system comply with 15A MAC 021, the Minimum Design Criteria for the Permitting_ of Purnp Station,s
and Force MainsAlatest versiont and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes E No
lfNo, complete and submit the VariancetAlternative Design Request application (VADC 10-14) and supporting documents for
review. Approval theyequest.is required prior to submittal of the Fast Track Application and supporting documents.
Professional Engineer's Certification:
C-
1,
(Professional Engineer's name from AppIircation Ite
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 k.nowledge, 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 Pum.p Stations and Force Mains (latest version). .Although other professionals may have developed certain portions oft:his
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and.
.have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215,6A and 143-215,6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 mis emeanor, which may:
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per I 5A NCAC 02T .0106(b):
1,
Z:41:‘,, • attest that this application for
(Signature Authority's name A'z. title from Application Item LI)
has been reviewedby me and is accurate and complete to the best of my knowledge,. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 understand that any discharge of vvastewater from this non -
discharge system to surthce 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 fWater Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE ---- in accordance with General Statutes 143-215.6A and 1.43-215„6B, any person who knowingly makes any fake
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to 525,000 per violation.
Date:
71
FORM: FTA 04-16 Page 5 of 5

No
Elaine
Secretary
Pt C olina
Pew a 6
NC 27626PN
Click Here To::
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Legal: VVaxhaw rtlill "Ventures LLC
ed Liability ornpa r infor
Scald:
Status:
Annual Report Status;
Citizenship:
Date Formed:
Fiscal nth
State of incorporation:
Registered Agent
Corporate Addresse>
Mailing
1453525
CurrentActie
Under Review LLC Notice
Domestic
6/19/2015
December
NC
Teller Jason
6225 Carmel Road
Charlotte, NC 28226
Principal ttf : 6225 Carmel Road
Charlotte NC 28226
Reg Office 6225 Carmel Road
Charlotte, NC 2822
Reg Mailing: 6225 Carmel Road
CharlotteNC 28226
.„i
Account
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Camper y Ofti iatd
All LLCs are managed by their managers pursuant to N,C,G,S, 57D-6-2O:

0LC WAXI- M'v'!' MONROE RD

UNION COUNTY
DEPARTMENT OF PUBLIC WORKS
500 North Main Street, Suite 500, Monroe, NC 28112
Phone: [phone] • Pax:[phone]
December 20, 2016
Mr. Marc Houle
Yarbrough -Williams & Houle, Inc.
730 Windsor Oak Court
Charlotte, NC 28273
Re: Sewer Treatment Capacity
Cotton Flats (Private)
Dear Mr. Houle:
Union County Public Works Department can accept the 289 LF of 8" sewermain for
the above mentioned project. This project is a redevelopment and therefore will be
permitted as zero flow. The existing flow has already been allocated in the
previous development.
If you have any questions please don't hesitate to call.
Sincerely:
0E4-4;40
C stal 0. Panico, PE
COP/pwb
F:IWINWORDIMISCIFLWACEPTNOFLOW.doc

PrFIVIR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Waxhaw Mill Ventures, LLC
Project Name for which flow is being requested: Cotton Flats (Private)
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: Twelve Mile Creek WWTP
b. WWTP Facility Permit #: NC0085359
All flows are in MGD
c. WWTP facility's permitted flow 6.0 * Does not include
3MGD diversion to 6 Mile
d. Estimated obligated flow not yet tributary to the WWTP 1.6916
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
4.19
0.00
5.8816
98.03
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
Pump
Station
(Name or
Number)
N/A
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
WWTP:
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity* * *
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A -Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Twelve Mile Creek WWTP
Downstream Permit Number: WQ0021064
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Crystal O. Panico 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.
10- ‘-)6t.-47f-: /V2-010
Signing �1 ffi furl Signature Date
Page 2 of 6
FTSE 04-16

prir
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < O.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of 6
FTSE 04-16

prr
Instructions for Flow Tracking/Acceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the Iast two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)*100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8%
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily FIow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS 0.800 0.320
Approx. •
Current Avg.
Daily Flow,
MGD
0.252
Valley Road PS 1.895 0.758 0.472
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.080 0.332 -0.012
0.135 0.607 0.151
Page 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant Iikelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 04-16

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT oFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh. NC 27626-0822 [phone]
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Waxhaw Mill Ventures, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1453525
Current -Active
Current
Domestic
6/19/2015
December
Teller, Jason
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
6225 Carmel Road
Charlotte, NC 28226-8204
6225 Carmel Road
Charlotte, NC 28226-8204
6225 Carmel Road
Charlotte, NC 28226-8204
6225 Carmel Road
Charlotte, NC 28226-8204
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member : Jason Teller
6225 Carmel Rd
Charlotte NC 28226
https://www.sosnc.gov/Search/profcorp/10841414
1/4/2017

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
Regarding:: Sanitary Sewer to serve Cotton Flats (Private)
We are sending you:
Copies Date No.
1 12/20/16
TRANSMITTAL
Date: 12/30/16
Copy of letter Plans Prints P Shop Drawings
Other
12/8/16
12/7/16
12/7/16
2/20/16
1113/16 2018
Description
Sewer Capacity Letter
Cover Letter
Fast Track Application
opy of Fast Track Application
Flow Tracking Form
480.00 Check (Application Fee)
Developer's Operational Agreement
These are transmitted as checked below:
For approval 0 For your use — As requested For review and comments
Remarks:
Signed: � ' Afogin.,—
-
Received by: Date:

ber 8, 2016
UGT7
i tilt* 1,1
Re: Cotton Flats FTA Cover
The
ing ite
:ter
NC i'kf:l.s 0475
L, t atlT 2
vate Sault
UT,E -»
rirr,
y Sewer Syste
s are submitted for the Fa Tract Sewer pplica°rfi n for Cotton Flats:
. One Original and one opy of the FT .. 4-C
Cover Letter
Application Fee
4 SE04-16
USGS Topo Map
Street Level Map
7. Operational Agree en
The system i
rrrx use dev
an
gravity sanitary sewer system. Tfre flow allocated is 28,330 GPO to servea
I p rent including restaurant, office space, and 63 apartment units.
730 Wh earOsE Cour
lrrc
villa, 2814
70 .. i. 9
7i) .i3.505

Central Files: APS _ SWP
1/6/2017
Permit Number WQ0038958 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRufe
Permitted Flow
0
Facility
Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Cotton Flats Minor Mooresville
Location Address County
403 E S Main St Union
Facility Contact Affiliation
Waxhaw NC 28173 Jason Teller
Owner
6225 Carmel Rd
Charlotte
NC 28226
Owner Name
Waxhaw Mill Ventures LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Jason Teller
6225 Carmel Rd
Charlotte
NC 28226
Orlg Issue
1/6/2017
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/3/2017 1/6/2017 1/6/2017
Regulated Activities Requested /Received Events
Condominium Additional information requested
Wastewater collection
Outfali
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasin

Water Resources
Environmental Quality
June 26, 2017
Jason Teller
Waxhaw Mill Ventures, LLC
6225 Carmel Road
Charlotte, NC 28226
SUBJECT: Final Engineering Certification Acknowledgement
Project: Cotton Flats
Permit No. WQ0038958
Permittee: Waxhaw Mill Ventures, LLC
County: Union
Dear Mr. Teller:
LE
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on June 23, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swo/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Marc Houle, P.E., (Yarbrough -Williams & Houle, Inc., P.O. Box 1198, Pineville, NC 28134)
Central Files
MRO
Nothing Comparest
State of North Carolina 1 Environmental Quality { Water Resources L Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue. Suite 301 1 Mooresville. North Carolina 28115
704-663-1699

'FAST TRACK SEWER ENGINEERING CERTIFICATION
PERIVIITTEE: Waxhaw Mill Ventures, LLC
PERMIT IC WOOD:3895B
PROJECT: Cotton Flats
ISSUE DATE: January 6, 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 Region& Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to corn pletion
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.
PERMITTECS 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 Pe rmittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof,
1") A c(4\el )
CD
Printed Narne, Title Sture
ENGINEER'S CERTIFICATION
Date
„ as a duIy registered Professional Eneer in the State of North Carolina,
ha been authorized to observe 1periodicafly, L. weekly, J fuH time) the construction of the
project name and location as refere ced 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
arid Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
final fl Partial (include description)
CertifiCation Comments/Qualifiers (attach if necessary):
Sive, of North (5n ia5ry Wated Rod urctd Water Quality ReportaI Optiahan5
5Ioore.'s,111c R.ronp,4 fliTket 610 East Certter SLad.e 301 . Noah Carohrd 25 LI. 5

Low Pressure Air Tes
Project Name (11:70 /7106 ic:/a/....s- Contractor
Startin
Manhole
- 3.1
Ending__
Manhole
Pi e
Diameter Length
inches (feet)
$
date
nd
Test
Time
minutes
2 3 51-
ndrel Test Form
otven4,-/
Groundwater
psiq)
Witnesseg/
Test Pressure
Start
si
Drop
si
Pressure
Pass/Fail
ndrel
Pass/Fail

Pet N
Manhole Vacuum Test Form
Contractor
Test
Manhole No. Time Start. Drop Pass/Fail
Test Pressure
(or station) (SECONDS) (psig)
7
10"
10'
10'
10'
10'
7
5 -4-i7
10'
10'
10'
10'
10'
0'
10'
10'
10'
0'
10'
10'
0'
10'
10'
10'
10'
10'
0'