WQ0038292_Regional Office Historical File Pre 2018

PAT MCCRORY
DONALD R. VAN DER VAART
sec rary
S. JAY ZIMMERMAN
Water Resources
ENV RONMENTAL QUALF1 V`
February 23, 2016
Mr. Andrew Sharp, Manager
Notion Properties
6049 Bluebird Ln.
Weddington, NC 28104
Subject: Permit No, WQ0038292
Notion Properties
Lancaster Highway Mixed -Use
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Sharp:
In accordance with your application received February 11, 2016, we are forwarding herewith Permit No.
WQ0038292 dated February 23, 2016, to Notion Properties (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:.
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition
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, 5714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State ofNonh Carolina j Envirorunentnl Quality Water Resources 1 Water Quality iae ioonl aeration
Mooresville Regional O licel 610 East Center Avenue, Suite 3011 Mooresville, North Carol itna 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at (7) 235-2143
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: Matt Bramwell, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2of8

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
Notion Properties
Mecklenburg County
for the construction and operation of approximately 446 linear feet of 8-inch gravity sewer to serve 26
apartments and office/mixed space as part of the Lancaster Highway Mixed -Use project, and no additional
discharge of collected domestic wastewater (flow is allocated/permitted through W00038291 Lancaster
Highway Mixed -Use) into the Carolina Water Service, Inc. of NC existing sewerage system, pursuant to the
application received February 11, 2016, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Bdsinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038292
Permit Issued: February 23, 2016
Page 3 of 8

SUPPLEMENT EMENT TO PERMIT COVER SHEET
Notion Properties is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
s*vvuQe and wastewater collected by this system shall be treated in the Carolina Water Service, Inc, of NC,
Lamplighter Village South Wastewater Treatment Plant in accordance with Permit Number SCO030112.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
ISA NCAC2T the Division's Gravity Sewer Minimum Design Criteria adopted February12, 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 projectmeets
the appropriate design criteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
1. SPECIAL CONDITIONS
1. Noadditional flow shall bemade tributary tothe subject sewer system until mnapplication for permit
modification for an increase in flow has been submitted to and approved by the Division, [15A NCAC
2. This permit shall become m3kjab|e unless the agreement between Notion Properties and Carolina
Water Service, Inc., ofNCfor the collection and final treatment of wastewater is in full force and
3. The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition mfthis permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143'215.6Ato§143-ZlS.G[for violation oforfailure toact inaccordance
with the terms and conditions ofthis permit. [1SANCACO2T.0I15]
11.STAN0ARD 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 Pemnittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval mfthis request shall beconsidered onits
merits and may ormay not be approved. [15A N[ACO2T.O1O4;G.5 143'2I5.1/0\]
Z. 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, 2996, as applicable; the Division's Minimum Design Criteria for
theFast'Tnack Permitting ufPump Stations and Force Mains adopted June 1'2Q[0,asapplicable; and
other supporting materials unless specifically mentioned herein. [1SANCACOZT.011Q]
Page 4 of 8

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.
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 (1) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
Page 5 of 8

5. The Pennittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone],aysoon aspossible, but inoocase 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 orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures mfpumps, line
blockage orbreakage, etc.;0r
b. Any SS0and/or spill over 1,0U0gallons; or
c. Any S3Oand/or spill, regardless ofvolume, 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(B00) 858-0368 or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Pert | ofForm CS'SSQ (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken mrproposed tnbetaken tu
ensure that the problem does not recur. Part UofForm CS'SSQ(or the most current Division approved
form) can also becompleted to show that the 5SOwas beyond control. [G.5.l43-Z1S.IC(a1)]
G. Construction of the gravity sewers, pump stations, and force mains shall be scheduled soasnot 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 tothe address provided on the form. Anmrmp|c1e certification lsone where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered o 'violation of the permit and shall subject the Pern,lttee to
appropriate enforcement actions,
ifthe permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
ofIncorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County'sRegister of Deeds office shall be submitted with the certification.
Acomplete 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
maims) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
Page 6 of 8

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 fdr 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)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERA8RTE5:
PERM0'#;
PROJECT:
ISSUE DATE:
Notion Properties
WQ0O38292
Lancaster Highway Mixed -Use
February 23,2O16
This project shall not be considered complete nor allowed to operate in accordance with Condition 7nf
this permit until the Division has received this Certification and all required supporting documentation. It
should bosubmitted inamanner 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 m violation of the permit and shall subject the Pennbtee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until final certification is received, A Final Certification shall be a complete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEESCERTFoATON
|, the undersigned agentfordhe Pennittee, hereby state that this project has been constructed pursuant
tothe applicable standando@k requirements, the Professional Engineer below has provided applicable
design/construction information tothe Penmittee, and the Perrnitteeisprepared tooperate &rnaintain
the wastewater collection system permitted herein orportions thereof,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
11 _ _ _ ,as a registered Profes�oou|E r|ntheStuteefNmrthCaroUna'
having been authorized to observe J—1 periodically,F—l weeNy, �� full time) t- construction of the
project name and location as referenced above for the abovePennittee hereby state that, to the best of
my abilities, duo Cane 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; 1SA NCACO2T; the
Division ufWater Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February lZ,
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/uignatune&date�
0 Final F Partial (include description)
Certification Comments/Qualifiers if necessary):
State ofNorth carohnu\s"vu^""ental Q"9*|WatuResources | Water Quality Regional Operations
m"m"waeRegional om" 6mFast Center Avenue, otut"301|woo=iu.North Carolina 28115

pr
OF NORM CAROLINA
UN'TV OF Merklenbur4
I E\
Permit No.
,RATIONAL AGREEMENT
This A ,RFF NT arcade pursuant to G.S. 14 a-215,1. (d 1) and entered into this � day of
by and between the North. Carolina Environmental Management
Commission, an tagencyt cif the State of North Carolina, hereinafter known as the COMMISSION; and
business in the State of North. Carolina,
WI'I NF.SSI FH:
The DI:VEI,C:)PER. is the
as
a corporation,/'general partnership registered.,/licensed to do
r known as the DEN.' ())I R.
:ain lands lying in Mecklnburq County„ upon,
ch it is erecting and will erect dwelling units and other it provenients, said development to be known
ion 'Pr©pe,rties ..... ..�_ .,�
(hcreinaft:er. the Development).
The: DE'I I...OPER desires, to construct a wastewater collection system pumps, wastewater treatment
works, and./or disposal facilitie
the Development on said lands,
The DEVELOPER has alaplaed to the C'()MMISSION for the issuance of a permit pursuant to (i,S. 143-
215.1 to construct, rnaintait , and operate the Disposal System.
°einafter Disposal System) to provide sanitary sewage disposal to serve
The DEVI: I (:)PER has created or shall create unit ownership in said dwellings units, other provements
and lands through filing of a Declaration of Unit Ownership (hereinafter I)eclaratiot ), pursuant to Chapter
47C or 47F of the North Carolina General Statutes,.
5. The DEVELOPER has caused to be formed or will
he fotnaed at the time of filin. of the
Declaration, the Tint Owners' Association) as tors Prc et (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laves 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,
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,
NOVW, TIILREFiORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and L)EVEI_,OPER do hereby mutta.ally agree as follows:
1, The DEVELOPER shall constructs the Disposal Systetaa in accordance with the permit and plans and.
specifications hereafter issued and approved by the COMI\IISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and lave.
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 rust request that the permit be reissued to the Association, The
request must include a copy of the Association Bylaws 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
DEVILOPER's successor,
S:r`kr)114.. TIC \7 /1Q 1'2 CA,�a�- 1 ..F'1

4, The I)Vl l.,C)PER shall prrrvi
appurtenances thereto are
operated in conformity with 'law aird
maintenance of the system and facilities. The
treatment, collection and disposal. system as a com.nlon
expenditures by the Association except for Federal, State, and local taxes and insurance.
Bylaws that the Dis
'caller be properly
construction, operat
shall identify the en
will receive the hi
sal Syste
ntain,d
repair,
stewater
priority for
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 therms 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 fr•orn the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
(i. In the event the common expense allocation and separate fund are not adequate for file 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 pro vide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection systern 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..
Recognizing that it would be contrary to the public interest and to the public health., safety and w°elfare 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 ofa permit.
The agreements set forth in numbered paragraphs 1, 2; e3,, 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 f`ounty(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 WIIEREOIµ„ this agreement was executed in duplicate originals e duly authorized
representative of the parties hereto on the day and year Nwitten as indicated by each of the parties named below
FOR THE ENVIRONMENTAL
MANAGEMENT" COMMISSION
Division of Water Resources.
(Date)
Notion properties
Nance of DEVELOPER
And Sha
nt Name and
01 /28/2016
Date)
r (\t)h.,t. ntTS7 (O 1

z
0
0
LL
z
USE THE TAB KEY TO OVE FROM FIELD TO
OwnerPerIttee:
Notion Proper
Full Legal Name (company, mun'€cipality, HOA,
Andrew Sharp, Manager _
Signing Official Name and Title (Please review
Application Number:
(to be completed by DWR)j�:
5A `?CAC 2T` ..0106,{b) for arthorized signin
lc. The legal entity who will own this system is:
© Individual ❑ Federal 0 Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d, 6t14g Bluehird Ln.
Sung Address
North Carolina
State
704-362-2400
Telephone
Facsimile
2. Project (facility) Information_
2a, Lancaster Highway Mixed -Use
Brief Project Name (permit will refer to this name)
Contact Person:
Matt Bramwell
Name and Affiliation of Sramec ne Who Can Answer Questions A
b. 704-376-7777
Phone Number
Project is ® New ❑ Modifi
Owner is ❑ Public (skip to Item B(3)
le. yt?eddeinggton
City
1g. 28104
Lip Code
1j. andy_x.sharp(g
E-mail
2b, Mecklenburg County ._
County Where Project is Located
tllis Application
cm [e-mail]
Email
permit) If Modification, Permit No.:
Private (go to item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, et,c.) or
Leasing units (lots, townhomes, etc. - skip to item B(3))
0 Selling units (tots, townhomes; etc. - go to Item B(2b))
ice Inc.
Owner o
4a, Lamplighter Village South Waste
Name of WWTF
ter Treatment Fad
2b, If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
y (WWTF) Treating Wastewater From This Project
Treatment Plant 4b, SC0030112
Sa. Carolina Water Service Incn'5h. 8"` Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
6, The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
Mobile Home Park
School
0 Restaurant
Office
WWTF Per No.
Permit # of Downstrea
Retail (Stores, shopping centers)
Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
% Domestic/Commercial
% Industrial
% Other
F
(Attach. Description)
fAttach.Descriobonl
Volume of wastewater to be allocated or_permitted for this particular protect. 12,240 gallons per day
'Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent per
0 Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCACp2T s9303to determine if a permit is required)
tine
FT/ 10-14. PP CATION Page 4 of 6

1I'1_,E'1"It D APPLICATION PACT AGE INC'LI)1N (:; ALL
MATERIALS, SIIOt.11.I) BE SENT T() "[HE APPROPRI/
REGIONAL OFFICE
Asheville Regional Office
Water Quality Section
Fayetteville Regional Office
Water Quality Section
Regional Office
utility Section
Raleigh Regional Office
Water Quality Section
hington Regional Offi
ater Quality Section
mington Regional Office
ter Quality Section
Clem Regional
ity Section
ADDRESS
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
610 E, Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
919) 788-7159 Fax
43 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
ardinal Drive Extension
ington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
PORTING INF'ORMATION AND
I EGIC)NAL OFFICE:
COUNTIES SERVED
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchel!, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke„
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Alexander, Cabarrus, Catawba, Cleveland
Gaston, 'rectal!, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham„ Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton„ Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven„
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
runswick, Carteret, Columbus, Duplin, New
nover, Onslow, Ponder
Alamance, Alieghany, Ashe, Caswell, Davidson,
Davie, Forsythe Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS ,FOR APPLI( A'I`ION FTA I0-I4 c SI PP WIEN(`' 1) C't 1,tEN"1ATION Page 3 of 6

Provide the wastewater .flow calculations used in determining the permitted flow in accordance with 15ANcAQ2T0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
!tern B(7). Values other than that in 15A NCAC 2I .0114 (b) and (c) must be supported with actual water or wastewater USO
data in accordance with 15A NCAC 2T .0114 (f),
10. ,Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8 446 New Gravity
z
11 Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
z
c
0
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator WATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator MATS; Force Main Size Force Main Length
2 - porlable generator w/MTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Ej Yes El No If Yes, permit number of 2 treatment facility.
(RO — if "yes" to B„12 please contact the Central Office PERCS Unit)
11 Does the sewer system comply with the Minimum Design Criteria for the Permtbqq of Pump Stations ancfEorce Mains
(latest version), the GravySewer Minimum Desjo Criteria (latest version) and 15,4NPAccygplff 21-, as applicable?
El Yes El No
If No, complete and submit the Variance/Alternative Design Request (vAcie io-i4) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION Page 5 of 0.

14. House the foliowssng permits
ons been sutan
ed for rsr pr-ary
Wetland/'Stream Crossings - Genera? Permit or 401 Certificati
Sedimentation and Erosion Control Plan?
Trout Buffer 'Waiver?
Stormwater?
for the ;systems or l�rrject t
Yes [0 No E] N/A
N. Yes [i No (I NIA
0 Yes No l N/A
® Yes [l No ❑ N/A
e served
15. Does this project include any high priority. tunes (" 5A NCAC 02T .040212)) Involve; aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details:
1a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Andy Sharp attest that this application for Lancaster HicghwayMixed Use Eras beenreviewed
by me and is accurate and complete to the best of my knowledge, I understand that if all required parts of this application
ate not completed and that if all required supporting documentation and attachments are not included this application
package is subject to being returned as Incomplete. Note: In accordance with North Carolina General Statutes 113m
215,6A� and 143-215.68, any person who knowingly makes any false statement, representation, or certification !n any
application 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.
01/28/2016
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THiS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Of) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
i, Matt Bramwell ,attest that t its applicatiarr fcaa° .,_ n „„ . Ig� se has been reviewed by me and is
anc;aster Ht h'waY__I1�txed Us.a.
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12„ 1996, and the Minirnurn Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. 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 NC General Statutes n143-215,6A and 1,1_,-„21§,66, any person who knowingly makes
any false statement, representation, or certification in any application 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,
2a. Matt Bramwell
Professional Engineer Name
2b, LandDesign
Engineering Firm
2c, 223 North Graham St
Nvlai�ting Address...._. �.�..A....�.�. _ _ .._.. � ..
2d. Charlotte 2e. NC 2f, 28202
City State Zip.
2g. 704-333-0325 2h. 21. mbramweNl cilanddesign:cc
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
10-14 APPLICATION Page 6 of'6

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Carolina Water Service, Inc. of North Carolina
Project Name for which flow is being requested: Lancaster Highway Mixed -Use
More than one FTSE may be required for a single project if the owner of the WW1'P 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: Lamplighter Village South WWTP
b. WWTP Facility Permit #: SC00430112
All flows are in MGD
c. WWTP facility's permitted flow 0.500 (plant in service)
d. Estimated obligated flow not yet tributary to the WWTP .0.008
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
0.238 (1/15 to 12/15)
0.012240
0.258
51.6%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection
Pump
Station
(Name or
Number)
Danby
WWTP LS
Firm
Capacity,*
MOD
(A)
Design
Average Daily
Flow**
(Firm / pt),
MGD
(B)
Approx.
Current Avg.
Daily Flow,
MGD
0.792 0.3168 0.238
point and the WWTP:
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated
MGD Flow
Available
Capacity***
0.02024 0.25824 0.05856
* 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.
Page I of 6
FTSE 08-13

III. Certification Statement:
1 Martin Lashua 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 1 and II plus all
attached planning asse nt addendums for which I am the responsible party. Signature of this
form indicates accepta - his w tewa ow.
Date
Page 2 of 6
FrsE 08-13

--SITE
----EXISTING SEWER
PROP. PRIVATE
SEWER.
.-.PROP. PUBLIC
SEWER
1-27-2016
Lancaster Highway Mixed -Use
FAST -TRACK APPLICATION SITE MAP

FARAMEIN
SUPEPEEME
Transtrlittal
1015061 LANCASTER 2/10/2016
HIGHWAY MIXED USE
1015061
Lancaster Highway Mixed -Use
Development
For your review and comment
NAME CE)M1m,4
Eric Lemieux Land Design
TO
Barry Love
610 E Center Ave #301
Room # 3323
Mooresville NC 28115
United States
NCDENR -
Mooresville Regional
Office
NANAM m
00018
Overnight
Lm.tot„. pHoNE
[e-mail]
barry,love©ncdenr,gov
Barry,
Attached is our private sewer permit submittal for the Lancaster Highway
Mixed -Use project located south of Pineville in Mecklenburg County, NC.
Thank you,
Eric Lemieux
NEMIMENAEMA NEEEN m
OIIr I CIA I I
1 I Cover Letter
2 -- Fast Track Application (1 original and 1 copy)
1 -- $480 Application Fee Check
1 -- Flow Tracking/Acceptance Form (FTSE 08-13)
2 O&M Agreement
1 -- Utility Plan Set
Color Site Map
Matt Bramwell

urban design planning ivi engineering branding landscape architecture,„„,,,
February 10, 2016
Mooresville Regional DENR Office
Division of Water Quality
610 E. Center Ave.
Mooresville, NC 28301
RE: Lancaster Highway Mixed -Use
LandDesign PN: 1015061
Dear Sir/Madam,
Notion Properties is proposing to develop a mixed -use development on a 3.62 acre tract. The
parcel will be divided into two office and one multi -family parcels respectfully..
We are estimating 12,240 gallons per day of gravity sewage. Attached is a letter from Carolina
Water Service, Inc. of North Carolina agreeing to accept our flows to the Lamplighter Village South
WWTP. The sewer system contains 446 L.F. of 8°' PVC. The private 8" PVC system will connect
to a proposed 8" public line, which connects to an existing 8" system within Latour Court.
Included in this submittal is 2 copies of the Fast -Track Application form, $480 Application fee
check, Operational agreement with two copies, Downstream Sewer WWTF Capacity and Flow
Tracking/Acceptance forms, Color Site Map and Certifications. Thank you for your ,assistance with
this project, please feel free to contact me at 704.376,7777 or mbrar iwell ianddesi n.cor a should
you have any questions and/or comments*
Respectfully Submitted,
Matt Bramwell, PE,
Landaesign, Inc.
PO Box 6959 Charlotte, NC 28236-6959 223 North Graham Street Charlotte, NC 28202 V 704333.0323 F: 70-0,37b.82 5
151i61vDocs`Pern' ittig Permit FOZIns\Plivate Sanitary Sewer Cover L,etter_ducx

Corporations Division
Page 1 of 1
North Carolina
Elaine F Marshal DEPARTMENT OF THE
Secretaty SECRETARY OF STATE
E
PO Ii3i3x2g822 Rafe*, , NC 27626 5522 (9 91Pfl7-2fiAU
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report
Amend a Previous Annual Report
Corporate Names
Print a Pre -Populated Annual Report form
Legal: Notion Properties LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1324093
Current -Active
Current
Domestic
6/20/2013
December
Sharp, Andy
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
6049 Bluebird Hill Lane
Weddington, NC 28104-7259
6049 Bluebird Hill Lane
Weddington, NC 28104-7259
6049 Bluebird Hill Lane
Weddington, NC 28104-7259
6049 Bluebird Hill Lane
Weddington, NC 28104-7259
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member :
Member:
Member:
Managing Member :
Sukhminder Chima
1622 Shimron Lane
Waxhaw NC 27183
Michael Grosse
1407 Becklow Court
Indian Trail NC 28079
Suresh Karusala
10233 Kelso Ct.
Charlotte NC 28278
Andrew Sharp
6049 Bluebird Hill Lane
Weddington NC 28104
http://www.secretary.state.nc.us/Search/profcorp/10264931
2/12/2016

Central Files: APS ^ SWP _
2/22/2016
Permit Number WQ0038292 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge in review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRule
Permitted Flow
0
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Lancaster Highway Mixed -Use
Location Address
Owner
• Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Notion Properties
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Andrew Sharp
6049 Bluebird Ln
Wesley Chapel
NC 28104
Orig Issue
2/23/2016
App Received Draft Initiated
2/11 /2016
Scheduled
Issuance Public Notice Issue Effective
2/23/2016 2/23/2016
Regulated Activities Requested !Received Events
Apartment complex
Condominium
Wastewater collection
O utfall
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamlndex Number Current Class Subbasin