WQ0040110_Regional Office Historical File Pre 2018

MICHAEL S, REGAN
LINDA CULPEPPER
/worm ithrenror
June 26, 2018
Brian lagnemrna, President Land Development
Newton Crossing Development, LLC
1300 5 Tryon Street F-205
Charlotte, NC 28278
Subject: Permit No, WQ00401 1.0
Newton Crossing Development, l J,C
Stratford Subdivision - Phase 3
Wastewater Collection System Paten
I irtcoln County
Dear Mr, lagnenrma:
sion 1
In accordance with your application received June 25, 2018, we are forwarding herewith Permit No,
WQ00401 10 dated June 26, 201.8 to Newton Crossing Development, 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be effective from the date of issuance until rescinded and shall be subject to the conditions and Limitations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 ll.I: This permit shall not be automatically transferable; a request roust be made and approved.
Condition 114: Requires that the wastewater collection facilities be properly operated and rnaintaiined
accordance with 15A NCAC 2'T .0403 or any individual system -wide collection system
permit issued to the Permitteem
It shall lie the responsibility of"the Pernittee 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 § I43-215.6C, construction of additional or replacement wastewater
collection facilities, andlor referral of the North Carolina -licensed Professional Engineer to the licensing
hoard.
If any parts, requirements, or limitattons 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. 1 i
request must be in the form of a written petition, conforming to Chapter 1.50B 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.
Suite of North Carolina
raI Quality l [Nare„r Resources Waxer Qualify ReghonV Operatious
Mooresville Regions] Ot$ce;;u'P[O.. East Center Avenue, Sui¢e 301 Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuvia'@ncdenr.gov.
�0��„9�aa o.
Sincerely,
a©cuSMgned by:
E444410 H P:z,..n
F161FB69A2©84A3...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCI)EQ
for
cc: David Lutz (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central. Files.
PERCS (E-copy)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF 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 the
Newton Crossing Development, LLC
Lincoln County
for the construction and operation of approximately 506 linear feet of 8-inch gravity sewer, to serve
36 single family 3 bedrooms homes as part of Stratford Subdivision - Phase 3 Development,
and the discharge of 8,640 gallons per day of collected wastewater into the Lincoln County existing
sewerage system, pursuant to the application received June 25, 2018, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
p©ncuSigned by:
A444ww N P
for
-- F161 FB69A2D84A3...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ00401.10
Permit Issued: June 26, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Newton. Crossing Development, 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 Killian Creek Regional Wastewater
Treatment Facility in accordance with Permit Number NC0088722.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum. Design. Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track. Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below..
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 8,640 GPD, shall be made tributary to
the subjectsewer 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)]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.0110]
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.
Page 4 of 8

b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
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 § 143-215.1 C.
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 (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 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall,not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Page 5 of 8

Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part 1 of Fomi 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-
21.5,1C(al)]
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 021',0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the .form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the .following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stationsstorage
capacities and the rotation schedule of the portable power source or pump, include travel
timefrarnes, shall he 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 ofconnections), 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 he requested and
approved during the permitting process prior to construction. After -construction requests are
Page 6 of 8

discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Perniittee 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 maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: NEWTON CROSSING DEVELOPMENT, LLC
PERMIT #: WQ00401 10
PROJECT: STRATFORD SUBDIVISION - PHASE 3
ISSUE DATE: JUNE 26, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a m.anner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page tooter.
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 by the Division. A .Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the.
wastewater collection system permitted herein or portions thereof
Printed Name, Title
Signature Date
ENGINEER'SCERTIFICATION
„ as a duly registered Professional En ...eer in the State of -North Carolina.,
having been authorized to observe (E periodically, weekly, Li 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 ofthe construction such that the construction.
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer 'Minimum Design Criteria adopted February 12, 1996. as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
El Final Partial (include description)
Certification Comments/Qualifters (attach if necessary):
NC DWR — Water Quality Regionai Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

,STATE OF NORTH CAROLINA f j� f
COUNTY OF Lincoln Permit No. Vr`� QG°'T O!F
/ d
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Newton Crossing Development, LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Lincoln County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Strafford Subdivision (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.I to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of fling of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08-13 Page 1 of 2

4: The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
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
MA [rO E MMISSION
&.--Jay-Zimmnerman, P.G.o-
40,rva,Director, Division of Water Resources
(Date)
Newton Crossing Development, LLC
Name oLfl VELOPE
B
(Si
B,t,47► rn E� ezenbehAr4
Print Name and Title
he
(Date)
FORM: DEV 08-13 Page 2 of 2

ro
Division o
1.5A NCAC 02T
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRAcK SEWER SYSTEM EXTENSION APPLICATION
ETA 0.4-16 Si SUPPORTING DOCUMENTATION
PEC'FIV=JoJCDrY41110WR
0
ito be eon-11)1(10i by Dwro
All items must he completed or the application will he returned
1.A.PPLACANT INFORMATION.
1, Applicant's narne: Newton Crossing Development, EEC (company, municipality, 110,A, utility, etc,)
,Applicant pe J lndviduaI Ej Corporation ri General Partnership D Prvaiely-Owned Public Utility
Li Federal. fl State/County El Municipal
3. Signature authority's name: Brian lagnetuma per 15A NCAC 02T M 06(b)
Title: President Land Developpent
4, Applicant's mailing address: 13000 S Tryon Street F-205
City: Charlotte State: NC Zip: 28278-
5. Applicant's contact information:
Phone number: [phone] Email Address: B Ingtiemma(ii);ES, ::.7,XII01 ES., ET
IL PROJECT INFORM XI
.Project name: Strairbr Phase 3
EI Other
Application/Project status: El Proposed New Permit) El Existing Permit/Project
Da :modification, provide the existing permit number: WQ00 , and issued date:
If new construction but part of a master plan, provide the existing. permit number: WOO°
3, County where project. is located: Lincoln
4, Approximate Coordinates (Decimal Degrees): Latitude: 35,.50Longitude: 100
5. Parcel ID (if applicable): .4604-45—(856
(or Parcel 'ID to closest downstream sewer)
111. CONSEALTANT INFORMATION:
1, Professional Engineer: Dave Lutz 1ucense Number, 032,866
Firm: CES- Group Engineers. 1. LP
Mailing address: 274 N Hwy 16 Suite 300
City: Deliver State: NC 28,037,-__
Phone number [phone] Email ,e ddr es s dlutzaces- )ro
R. WASTEWATER TREATMENT FACu„,rry (ww1T) INFORMATION:
I. Facility Name: Killian Creek W \VIP Permit Number: NC 00R8722
Owner Name: Lincoln Counts
V. RECEIVING DOWN,STREAM SEWER INFORMATION (if different than WWTE):
1, Permit Number(s): WQ0039 153 Downstream (Receiving) Sewer Size: ,8„ inch
System Wide Collection System. Permit Number(sEjf applicable): WOCS 004_1
Owner Name(s): Lincoln County
kAlQ!'''' 0 S
MOORES VfLL,Ei REGIONAL 'OFPX.
FORM.: FTA 04-16 Page 1 of 5

VI,
GENERAL REQUIREMENTS
If'the .Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
E Yes EN° EN/A
if t„he Applicant is a Developer of lots tohe sold, has a Developer's Operational ,,,i.(greetnent (FORM: DE y) been attached?
Yes ENo DNA
3, If the Applicant is a Tonte/Property OwnersAssociation,, as an Operational Agreement (TORM: Hal) been attached?
4. Origin of wastewater: (cheek all that at,
Z Residential Owned
Lili Residential Leased
School preschool day care
0 Food and drink facilities
0 Businesses / offices factories
fl Yes
No NSA
.y):
0 Retail (stores, centers„ malls)
0 Retail with food preparation/service
0 Medical dental / veterinary fa.cilifies
0 Church
Nursing Horne
5, Nature of wastewater 100 '?0 Domestic/Commercial 0 ('o.mmercial
t?() Industrial (See 15A NCAC 02T .0103(20))
*Ils there a Pretreatment Program in effect'?
6. Has a Flow reduction been approved under 15.A. NCAC 02T .01 IVY? 0 Yes EJ No
ves, provide.a copy of flowreduetionapproval letter
7. Summarize wastewater Qetterated by project:
Establishment Type (see 02T.011.4(fi)
Single Family Dwelling
0 Car Wash
floret and/or .Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool Filter Backwash
Other (Explain in Attachment)
No
)aily Design Flow
240 gal/GPD
gall
No. of Units
36
Flow
4
GPD
gal/
GPD
pi/
gall
GPD
GPD
GPD
Total 8,640 GPD
See I 5.A NCAC 02'T .0114(b), (0,10(1) and, jr_1(21 for caveats to wastewater des gn flow rates (Le„ minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to he used as vacation rentals as defined
in 42A-4),
b .Per 1.5A NCAC 021 .01.14(c), design .flow rates for establishments not identi tied. [in table 115A NCAC 02T,011.41 shall be
determined using availa.ble flow data, water using fixtures, occupancy or operation patterns, and other measured. data.
S. Wastewater generated by project: 8,640 GPD (per 15A. NCAC 02T ,0114)
Do not include future, flows or previously permitted allocations
If permitted flow is zero, indicate why,'
0 Pump Station or Gravity Sewer where llow will he permitted in subsequent permits that connect to this line
0 Flow has already. been, allocated in .Permit 'Number:
0 Rehabilitation or replacement of existing sewer wit„h no new flow expected
rj Other (Explain):
FORM: FT A (14-16
Page 2 of 5

3. Desi
4, Operational point(s) of the pum
5. Summarize the force_ mnain to be
6. Power reliability arm acccmrdam
[] Standby power source or purmtp
GRAVITY SEWER DESIGN CRI')'ERI A (If Applicable) - 02T .0305
Summarize gravity sewer to be permitted.
Y Secticr
Sectio
Oversizing
the viDC. for P'ernuttin
of (1
s information related to m
o meet minimum slope re
vity Sewers):
vity Sewers contains information related to desigt
slopes for gravity sewers)
ent is not allowed and a violation of the AID
PUMP STATION DESIGN ('RE1"ERIA (If Applicable) — 02'T & MDC (Pump Stations/Foree Mains'
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Purim station number or name:_
,00rdinates (Decimal Degrees): I atitud
fthe pump station. _ millions gallons leer clay (firma capacity)
feet total dynamic head (TDl'i)
gallons per mint
atic actr
L,ongitucle: -
tion and telemetry - t 5 A NCAC 02T
05(h
Required for all pump stations with an average daily flow ,greater than or equal to 15,000 gallons per, day
gust be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day;
rj Portable power source w
.0305(h)(1)(C.
or
Portable p
a, quick -connection receptacle arid t
plugged emergency pump connection
It shall be demonstrated to the Division that: the portable source is c
and is compatible with rite st tion,
If the portable power source or pump is dedicatmultiple pump
capacities and the rotation schedule, of the portable power source of
in the case ofa multiple station power outage.
`CAC 02T
d telemetry - 15A NCAC 02T .0305(h)(6)(C
ned or contracted by the applicant (draft agreement)
tion of all the pump stations storage
travel tim.frames, shall be provided
FOR ite Ia ["a 0 4- lG

IX. , SETBACKS & SEPAR,ATIONS — (02B .0200 & .1.5A NCAC 021 .0305(f)):
1. Does the project comply with all separations found in ISA NCAC 02T .0305(D &II()
1 5A NCAC 02T.0305(t) contains minimum separations that shall he provided for sewer systems:
Setback, Parameter* SeparationReqt. .ed
Red.
Yes 1 INo
sewers and oher utilities not listed below vertical)
ulins vertical -water over sewer including in betirhed ti hcs)
tioutal
lines ( vertica - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
24 in es
ches
10 feet
**Any private or public water supply source, including any wells, WS-1, waters of Class I o
:lass If impounded reservoirs used as a source of drinking Water
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from, normal
high water (or tide elevation) and wetlands (see item 1,X.2)
other stream, lake, impoundment. or ground 'water lowering and surface drainage
Llilehes
I inches
2 feet
100 feet
50 feet
feet
An)j1dinftindatioI1ion
„ ny basement
Tot, slope ofem
t or cuts of eet or niote verticaleigh.
7)rainage systems and interceptor drains
Anys‘viintning pools
Final earth grade (vertical)
5 feet
eel
ee
5 feet
1.0 feet
3.6 inches
• 15A NCAC 021'.0;30.5(g) contains alternatives where separations in 02T.0305(fl cannot he achieved.
**Stream classifications can be identified using the Division's NC' Surface Water Classificationebpage
if noncompliance: with 02T.0305(f) or (g,), see Section X of this application
2. Does the project comply with separation requirements Mr ‘vedands? (50 feet of separation) 0 Yes
See the Division's draft separation requirements !Or situations where separation cannot he meet.
• No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3„. Does the project comply with setback's found in the river basin rules. per 15,A NCAC O2.13 .0200?
• *Fins would include .1r-otit Buffered Streams per 15A NCAC 213,0202
4. Does the project require coveragefauthorization under a 404 Nationwide or
individual permit!; or 401 Water Quality Certifications?
;,' Information can be obtained from the .401. &..11irffer Permitti.AL',f 13 ranch
0 Yes
No
No N/A
'Does project comply with 1,5A Nt.,..AC 02T.0105.(e)(6) (additional permits/certifications)? M Yes [I] No
Per 15.A NCAC 02 [0105cijJ, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this 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 I 5,A. NCAC 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.
Yes E No IIJNA
• Byes, include an attachment nh dclails for each line, including, type (aerial Inc. size, material, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15,A NCAC 02E0030)(5) or the pertnitee's individual System -Wide Collection permit,
FORM: FTA 04-1 6 Page 4 of 5

CERTIFICATIONS:
I . Does die submitted system comply with
and Force Mains (latest version), and the
CD th
i * t 'a for,tlte 1'crrnia(ing of P
um �i Crites ('latest ver �� as applicable?
Yes Q No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. A rov oft e u is i submi of h Fast k A l t' a so r tt do meats.
2. Professional Engineer's Certification:
1, LJ y z_
(Profcssiortal Engineer's name front A
attest that this application f"o
has been reviewed by me and is accurate, complete and ct►ttsistettt with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documetttailtatt to die best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the lvfinimum Design Criteria for the Fast -Track Pennitti'ng
of Pump Stations and Force Mains (latest version). Although other professionals may have develo * » a certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143 215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
(, ...SP iA J 1tt. 1,4 eruer!ti
(Signature Aut
is application for
has been reviewed by me and is accurate and complete ttt the best caf my knowledge. I 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 ttttderstand that any discharge of wastewater from this non
discharge system to surface waters or the land will result in an itrtrnetliate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. i will make no claim against the Division of Water Resources should a condition
of this permit be violated. i also understand that 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 -mm In accordance with General Statutes 143-21 .6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S I O,O00 as well as civil penalties up to S25,000 per violation.
Sig
FTA 04-16
Page 5 of 5

Material
g
I
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9
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0ernadning lots 1n Pha603 & a• and 201t00;ng Fultee Phase S-50 iot5

Melwood USGS Quad

State of North Carolina
Department of Environmental Quality
ivision of Water Resources
tts•c,>t olVt.„. , t� as.k Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Reques
Project Name
g Allocation: Newton Crossing .Development, LLC
which flow is being requested: Stratford Phase 111
More than one FTSE may, be reguirt or a single prqj c. t the owner of the WOW' is not respon ible fbr all pump
stations along the route of the proposed wastewater floc
1. Complete this section only if you are the owner of the nreatment pia
a. WWTP Facility Name: Killian. Creek WWTP
b. WWTP Facility Permit 4: NC0088722
c. W\VTP facility's permitted flow
All flows are in MGD
.35
d. Estimated obligated flow not yet, tributary to the WWTP 1.567
e. WWTP facility's actual avg. flow
1.124
f. Total flow for this specific request 0.009
g. Total actual and obligated flows to the facility 2.700
h. Percent of permitted flow used
80.60%
Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Listptnmp stations located between the project connection p int. and the WWTP:
(A) (B) (C) (D)=E3- C)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
('Nance or Capacity, * (hirer / pt). Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
41.5B
0.742 0.000 0.201 0.201 0.541
584 0.634 fi.`225 0.298 0.52 i 0
The Firm Capacity of any pump station is defined as the rnaxirnum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Na rrte (Sewer): Lincoln County Sewer System
Downstream Pen it Num.
WQ)CS001.49
Page 1 of
I'1SE 04-16

III. Certification Statement:
I Donald V. Chamblee 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.
Signing Official Signature
2p s 2.131
Date
Page 2 of 6
FTSE 04-16

February 1, 2017
Chris Henderson
Engineering Associate
Lincoln County Public Works
115 West Main Street
Lincolnton, NC 28092
Subject: Killian Creek WWTP, NPDES # NC0088722
Residential Flow Reduction
Lincoln County
Dear Mr, Henderson:
RO
0P'ER
MICHAEL S. RE--GAN
Secreuin
S. JAY Z[MMERMA.N
l7 r e a'fr+,'
On January 29, 2007 the Division of Water Quality (now Division of Water Resources) granted a
flow reduction for residential flow to Middle Forney Creek WWTP (NC0074012). Middle Forney
Creek has been decommissioned and the NPDES permit rescinded. The flow previously being
treated at Middle Forney Creek WWTP is now being treated at Killian Creek WWTP. All areas
currently served by Killian Creek WWTP and conveyed through pump stations # 15 and # 37
were included in the analysis done for the flow reduction granted in 2007.
Based upon the data provided by the County for the 2007 flow reduction, the Division of Water
Resources hereby approves the use of 80 GPD per residential bedroom, with a minimum of 160
gpd for one and two bedroom units in all applicable non -discharge permit applications to Killian
Creek WWTP (NC0088722). Flow shall be incremented by 80 gpd for each bedroom above two.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the NPDES permit for the treatment facility of exceed
the capacity of the sewers downstream of nay new sewer extensions or service connection(s),
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and /or modifying the flow reduction as allowed by the laws, rules, and regulation
contained in 15A NCAC 02T, NCGS 143-215..1, or as needed to address changed in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
1J a3Y as C:aaaanpare
State of North Carolina) Environmental Quality
1617 Mail Service Center { Ralei h, North Carolina 27699-161'7
919-707-9000

If you have any questions, please contact me at [phone], or via email at
deborahgore@ncdenrgov.
Sincerely,
for S. Jay Zimmerman
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
Cc: Mooresville Regional Office, Water Quality Regional Operations
Central Files: NC0088722
PERCS (electronic copy)

COUNTY OF LINCOLN, NORTH CAROLINA
11 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
W WW. LIN CO LN COU NTY.O RG
June 20, 2018
Newton Crossing Development, LLC
Attn: Brian Iagnemma — President of Land Acquisition
13000 S Tryon Street, F-205
Charlotte, NC 28278
RE: Stratford Subdivision — Phase in Sewer Availability
Mr. Iagnemma,
This letter is provided in response to your request for availability, received March 29, 2018, for flow
acceptance of the wastewater treatment infrastructure (the "System") for the Strafford Phase III
Development (the "Project"). Lincoln County (the "County") has the actual average daily flow capacity
at its Killian Creek Wastewater Treatment Plant to treat the domestic wastewater as requested, and does
conditionally grant approval for the Project, subject, however, to the terms and conditions below:
1. The amount of flow requested for the Project is for 36 lots with a total flow of 8,640 gallons
per day of additional flow at the NCDENR approved reduced flow rate of 240 gallons per day per
home into LS-12; and
2. For the NCDENR Permits, the receiving sewer treatment facility is the Killian Creek WWTP,
Permit #NC 0088722. The sewer collections facility is the East Lincoln County Water and Sewer
District, Permit #WQCS 00149; and
3. The County shall not be named as the Permittee on NCDENR system applications_ You must
make the application to NCDENR in your own name for the System; and
4. Acceptance of the System and transferal of the System to the County is subject to the
following:
a. A complete final inspection and approval of the System by the County, and receipt of other
applicable documentation requested by the County; and
b. Approval of the System by NCDENR, and proof provided to the County of a valid permit
issued by NCDENR with an Authorization to Construct (ATC); and
c. Initiating construction of the Project within two years of the date of this conditional approval.
You must notify the Lincoln County Public Works Department in writing when construction of
the Project is initiated; and
d. The County continuing to have actual average daily flow capacity to treat the domestic
wastewater as requested at the time all other conditions precedent have been satisfied.
e. That upgrades and improvements to sewer pump station #12 are complete and fully
operational as designed to accommodate the Stratford Development sewer flow prior to any
approval, acceptance of the System, and transferal of the System to the County.

This acceptance and allocation of flow Shall only be et "e'tive upon your compliance with all of
above terms and conditions and the County providing an ackno ledgrnent that you have complied
h all of the above terms and conditions.
Included. in this mailing is the Flow :"raeking/Aeeeptance for Sewer Extension Permit
Applications (FTSE — 04/16) wit h the County's portion completed.
If you have any questions, please do not hesitate to call me at 704-736-8.497.
Chuck King
Engineering Associate
Cc: File

6/41201 si
North Carolina Secretary of State Search Results
• File•an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Newton Crossing Development Company, LLC
Information
S©sld: 1521225
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 6/1/2016
State of Incorporation:
SC
Registered Agent: Stallard, Wiliam G
Addresses
Reg Office
11310 S Ridge Dr Ste a
Charlotte, NC 28273
Company Officials
Reg Mailing
11310 S Ridge Dr Ste a
Charlotte, NC 28273
All LLCs are managed by their managers pursuan
President land acquisition
Brian Iagnemma
11310 S Ridge Dr Ste a
Charlotte NC 28273
Secretary
Tana Williams
120 Cromer Road
Mailing Principal Office
120 Cromer Road 120 Cromer Road
Lexington, SC 29073 Lexington, SC 29073
o N.C.G.S. 57D-3-20,
President
Karl a Haslinger
120 Cromer Road
Lexington SC 29073
Chief Executive Officer
Walter Arnold
120 Cromer Road
Authorized Agent
Steven E Harvey
497 Brarnson Ct Ste 201
Mi pleasant SC 29464
https.f/www.sosnc.gov/online_services/search/Bus'iness_Registration1/2

6/4/20VT No Carolina Secretary of State Search Results
Lexington SC 29073 Lexington SC 29073
https:l/www.sosnc.gov/online_services/search/Bu
n_Results 2/2

surveyors
scientists
274.N H, Sure oC
Denver, iC 7
..C. 701E489.1500
7.0.48 .6500
N
P, F
CES Group Engineers, 1_LP
WEBENC ! DBE l WEI J E3r 1 NSF 1` NCHUF3,i WOSE1
June 22, 2018
Mr. Ori Tuvia
North Carolina Department of Environmental Quality
Water Resources Section
610 E. Center Avenue
Mooresville, NC28301-5094
Re: Stratford Subdivision — Phase 3
Gravity Sewer Line
Lincoln County, NC
Project Number 6708.1215
Dear Mr, Tuvia,
VtifQR
'G10 AFL of QC
Included are the design plans for 506 linear feet of eight (8) inch gravity sewer line to serve
36 new single-family homes for the Stratford Subdivision located at 2712 North Highway 16
Denver, North Carolina. CES Group Engineers, LLP (CES) is pleased to present these
plans for review and permitting through the Fast Tract Sewer System Extension
Application. These plans are for Phase 3 of the subdivision and will include 36 lots with a
flow allocation of 8,640 GPD. Flow allocation is based on an average 3-bedroom home per
lot at buildout. The buildout for Phase 3 will be for a peak design flow of 15 gallons per
minute (gpm).
These plans are submitted on behalf of the Owner Newton Crossing Development, LLC.
Once complete, the sewer infrastructure will be deeded to Lincoln County for ownership,
operation, and maintenance.
The property consists of one land parcel recognized by Lincoln County GIS as Parcel
ID number 4604-57-4558. The parcel consists of approximately 87 acres.
These plans are for your review and comment. Should you have any questions please
feel free to contact me at (704)-489-1500.
Respectfully,.
CES GROUP ENGINEERS, LLP'
--Josh Peeler, E.I.
Civil Project Manager