WQ0040102_Regional Office Historical File Pre 2018 (2)

POW' T
AEL S. RECiAN
Secretary
LINDA CIT
June 25, 2018
Dan Rossi, Land Manager
DR Horton
8001 Arrowridge Blvd
Charlotte, NC 28273
PEPPER
[Wertm C )r, cWr
Subject: Permit No, WQ0040102
DR Horton
Ingleside. Farm Road Subdivision - Phase 5
Wastewater Collection System Extension Permit
Lincoln County
Dear Mr. Rossi:
In accordance with your application received June 21, 2018, we are forwarding herewith Permit No.
WQ0040102 dated June 25, 2018, to DR Horton (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date of issuance until rescinded and shall be subject to the conditions and [imitations as specified therein.
This cover letter shall be considered a part of this pernlit and is therefore incorporated therein by reference.
Please pay particular attention to the tollowirrg conditions contained within this permit:
Condition 11.1: This permit shall not he automatically transferable; a request roust be made and approved.
Condition 1L4: Requires that the wastewater collection 'Facilities be properly operated and maintained in
accordance with 15.A 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. Failuret+ comply may result in penalties in accordance with North Carolina.
General Statute § 143-21.5.6A 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
hoard.
if any parts, requirements, or Iimitations 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 150B 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 permitshall be final and binding,
�rki�e
Maareaviilt Regional'n e; 10
704 6
699

If you need additional information concerning this matter, please contact Ori Tuvia at (704) 235-2I90 or
via e-mail at [e-mail].
Sincerely,
DocuSigned by:
A14CC681AF27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section.
Division of Water Resources, NCDEQ
cc: Dan Brewer (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
DR Horton
Lincoln County
for the construction and operation of approximately 3,974 linear feet of 8-inch gravity sewer; a —80
gallon per minute pump with 120 feet total dynamic head pump station equipped.with an on -
site audible and visual high water alarms, telemetry, and a permanent generator with automatic
transfer switch; as well as approximately 4,066 linear feet of 4-inch force main to serve 73
single family 3 bedrooms homes and clubhouse as part of Ingleside Farm Road Subdivision -
Phase 5 Development, and the discharge of 17,520 gallons per day of collected wastewater into the
Lincoln County existing sewerage system, pursuant to the application received June 21, 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.
e.—DocuSigned by:
`---A14CC681 AF2T425...
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: WQ0040102
Permit Issued: June 25, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
DR Horton 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
I5A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted Fehru.ary 1'2, 1996, as
applicable; and the Division's Minimum Design. Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted ,tune 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, 1 ;,520 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted 'ro and approved by the Division. [ 15A NCAC 02T.0304 (b)]
IL 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 narne change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation fi=om 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 02'T.0104; G.S 143-21.5.1(0)j
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, [1.5A NCAC
02T_01.10]
This permit shall be ef%c'tive only with respect to the nature and volume of wastes described in the
application and other supporting data, [15A NCAC 02T 1101
4. The wastewater collection facilities shall be properly maintained and operated at all tunes. The
Pe'rmittee shall maintain compliance with an individual system -wide collection. system permit for the
operation and maintenance of these facilities as required by 1.5A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [ l5A 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 (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
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 (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 I of Form CS-SSC) (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-S'SO (or the most current Division
approved form) can also be completed to show that the SSG was beyond control. [G.S. :143-
215.IC(al)]
6. Construction of the gravity sewers, pump stations, and force mains shall he 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. [1.5A NCAC 02T.0108(b)]
7. [lpon 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/CovenantslRestrictions, 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
provided as applicable. Supporting documentati
ully executed and the supporting documents are
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 . ler construction information and show required buffers,
separation distances, material changes, etc.
h. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
t'imeframes, shall be provided..
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 1O% 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
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 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 maybe 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 SEW ENGINEERING CERTIFICATION
PERMITTEE: DR HORTON
PERMIT #: WQ0040102
PROJECT: INGLESiDE FARM ROAD SUBDIVISION - PHASE5
ISSUE DATE: JUNE 25, 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 manner 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 footer,
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', CERTIFICATION
I, the undersigned agent for the Perminee, 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 Perminee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
Pruti Signature
ed T. '�".._�. �
t itle Efate
ENGINEER'S CERTIFICATION
, asa duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically,( weekly, L full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best ofrn,y
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
.applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final J Partialude description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

STATE OF NORTH CAROLINA
COUNTY OF G / j Co t-
Permit No. k r. OCT 1--)O 1 'l/ 2
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this �� r day
of
C1 k - O, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter ]mown as the COMMISSION; and
DRHortnn , 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 INGLESIDE FARM ROAD SUBDIVISION - PHASE 5 . (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, Pm-I/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 pennitpursuant to G_S. 143-
2I5.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) • -.,(hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the -
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with Jaw 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 COMIVIISSION 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.
PORM:DEV 61-15 Page 1 af 2

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
MANAGEMENT COMMISSION
DR Horton
Narne of DEVELOPER
By:
ector ,� (Sig?(ture)
Division of Water Resources ( iuterr L}
r
ram s f � G 1 6.-P r
Print Name and Title
(Date) 1. I
FORM: DEV 01-15
Page 2 of 2

State of North Carolina.
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
All items tntts
dorthea
rnpteted by DWR)
be returned
APPLICANT INFORMATION:
1. Applicant's name: DR Horton (company, municipality, HOA, utility, etc.)
2. Applicant type: Individual ® Corporation Q General Partnership ❑ Privately -Owned Public Utility
© State/County © Municipal ❑ Other
❑ Federal
3. Signature authority's name: Dan Rossi per ➢ 5A NCAC 02T .0106(b)
Title: Land Manager
4. Applicant's mailing address: 8001 Arrowridge Boulevard
City: Charlotte State: NC Zip: 28273-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Ingleside Farm Road. Subdivision - Phase 5
2. Application/Project status: Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Lincoln
4. Approximate Coordinates (Decimal. Degrees): Latitude: 35.4527° Longitude: -8 1.087°
5. Parcel ID (if applicable): 02378
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Dan E. Brewer License Number: 17582
Firm: ESP Associates, P.A,
Mailing address: 20484 Chartwell Center Dr., Suite D
City: Cornelius State: NC Zip: 28031-
Phone number: [phone] Email Address: [e-mail]
IV.. WASTEWATER TREATMENT FACILITY (WWTF) .INFORMATION:
1. Facility Name: Killian Creek WWTP Peiutit Number: NC 0088722
Owner Name: Lincoln County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
Downstream (Receiving) Sewer Size: inch
System Wide Collection System Peber(s) (if applicable): WQCSOO149
Owner Name(s): Lincoln County
I* CEiIr'E17FNCDENR./ W
AL OFFICE
FORM: FTA 04-16 Page 1 of 5

VI. • GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
El Residential Leased ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
® Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
)Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 I4(f)? ❑ Yes ❑ No
> If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design plow a,b
No. of Units
Flow
Single Family, 3; Bedroom
240 gal/day
73
17,520 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
17,520 GPD
a See 1SA NCAC 02T .0I 14(b), (d), (e)(I) and (e)(2) for caveats to wastewater design flow rates (i.e., 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 be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 17,520 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ FIow has already been allocated in Permit Number:
❑ RehabiIitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity e
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
7
Material
PVC
8"
887
DIP
A. Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
A Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VII . PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Ingleside Fa - Phase 5
2. Approximate Coordinates (Decimal Degrees): Latitude: 35A537c Longitude: -81.0439'
3, Design flow of the pump station: .0334 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 80 gallons per minute at 120 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
4"
4"
Length (feet)
3,779
Material
287
PVC
DIP
LI 0
6. Power reliability in accordance with 15A NCAC 02T .0305(10(1):
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
A. Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
A' Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
Ej Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
Ei Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
A It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
A If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or puznp, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16
Page 3 of 5

IX. • SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
• 1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
> 15A NCAC 02T,0305(f) contains minimum separations that shall be provided for sewer systems:
Z Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2) _
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swinuning pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
> If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
> This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ❑ No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), 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 of dependent 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 15A 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 ®No ❑N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitce's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC 02T, the Minimum 17esien Criteria for the Permitting of Pump Stations
and ,Force Mains (latest version\ and the Gravity Sewer Minimum Design Criteriajlatest version) as applicable?
®Yes No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request • is required .'prior to submittal.. of the. Fast Track Application and supporting
documents.
2_ Professional Engineer's Certification:
1, DAk) F_..�r_cwer
(Professional Engineer's name from Application Item III.1.)
attest that this application for
has been reviewed by me.and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
1 Applicant's Certification per ISA NCAC 02T .0106(b):
(Signature Authority's name &kale from Application Item 113.)
u►itstiHhiUUll,,,/
. cLC. ''''''''
:.
0
17582
..... _
•
attest that this application for
has been reviewed by me and is accurate and complete to the best of 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. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215 µ6A and .143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: -1-
FORM: FTA 04-16
Page 5 of 5

Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://portal.ncdenr.ordweb/wq/home/ro
Location
ID
Name of Waterbodyl
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
An erson Creel
Catawba
a..
771
EMI
•
If unnamed, indicate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date

PROPOSED SANITARY SEWER TO SERVE INGLESIDE FARM ROAD
SUBDIVISION - PHASE 5
PROP. INGLESIDE FAR
ROAD SUBDIVISION -
PHASE 5 - PUMP STATION
,:. PROJECT SITE
PROP. INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 5 - 4" FORCEMAIN
OUTFALL
PROP, INGLESIDE FARM
ROAD SUBDIVISION
PHASE 5 - 8" GRAVITY
SSWR PIPE & MANHOLES
EXIST, INGLESIDEFARM
ROAD SUBDIVISION -
PHASE 3 - 8" GRAVITY
SSWR PIPE & MANHOLES
EXIST. INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 4 - 8" GRAVITY
SSWR. PIPE & MANHOLES
PROP, INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 5 - 4" FORCEMAIN
05.11.1.4
EXIST. INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 1 - 8" GRAVITY
SSWR PIPE & MANHOLES
EXIST, INGLESIDE FARM
ROAD SUBDIVISION -
PHASE 2 - 8" GRAVITY
SSWR PIPE & MANHOLES
API:[C SCALE
N FEET )
HORIZONTAL 1 inch 1000 ft.

COUNTY OF LINCOLN, NORTH CAROLINA
715 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLN.TON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
WWW.LINCOLNCOUNTY.ORG
June 13, 2018
DR Horton
Attn: Brian Pace
8001 Arrowridge Road
Charlotte, NC 28273
RE: Ingleside Farm Phase V
Mr. Paco,
This letter is provided in response to your request, dated March 6, 2018, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Ingleside Farm Phase V 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 72 lots and 1 existing building with a total
flow of 17,520 gallons per day of additional flow at the NCDEQ approved reduced flow rate of
240 gallons per day per home into LS-37; and
2. For the NCDEQ Permits, the receiving sewer treatment facility is the Killian Creek WWTP,
Permit INC 0088722. The sewer collections facility is the Lincoln County Sewer System, Permit
#WQCS 00149; and
3. The County shall not be named as the Permittee on NCDEQ system applications. You must
make the application to NCDEQ 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
foIIowing:
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 NCDEQ, and proof provided to the County of a valid permit issued
by NCDEQ 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.

es
This acceptance and allocation of flow shall only be effective upon your compliance with all of
the above terms and conditions and the County providing an acknowledgment that you have complied
with all of the above terms and conditions.
Included in this mailing is the Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE -- 04/16) with the County's portion completed.
If you have any questions, please do not hesitate to call me at 704-736-8497.
Sincerely,
Chuck King
Engineering Associate
Cc: File

Division or Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: DR Horton
Project Name for which flow is being requested: Ingleside Farm Phase V
More than one FTSE may be required for a single project if the owner of the ;VIM 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: Killian Creek WWTP
b. WWTP Facility Permit #: NC0088722
All flows are in MGD
c. WWTP facility's permitted flow 3.35
d. Estimated obligated flow not yet tributary to the WWTP 1.437
e. WWTP facility's actual avg. flow 1.124
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.018
2.579
76.99%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
#37 7.776 3.110 0.956 1.386 2.342 0.768
* 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.
xK Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is ¢ 0.
Downstream Facility Name (Sewer): Lincoln County Sewer System
Downstream Permit Number: WQCS00149
Page 1 of 6
FTSE 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 Iocal 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
Page 2 of 6
/.f3 /7, t�
Date
FTSE 04-I6

Water Resources
Environmental Quality
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:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
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. Al! 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.
- - - -Norhing Compares'- 1.
State of North Carolina !Environmental Quality
I617 Mail Service Ceara I Raleigh, Noah Carolina 27699-1617
919 707-9000

•
If you have any questions, please contact me at [phone], or via email at
deborah.gorePncdenr.gov.
Sincerely,
Akyd4
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)
e.l .. I 4 n d �:Y Y V r� r..n IN.w.w.SZtei 2. ia-M5V =C T

June 15, 2018
NCDEQ/DWR
Water Quality Section --Wastewater Branch
PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699-1636
Ingleside Farm Road Subdivision — Phase 5
Application for Sewer Extension
Lincoln County, NC
Ladies and Gentlemen,
ESP Associates has prepared the attached Fast -Track Application for Gravity Sewer and
Force Main. Included in the application is listed below
+� Fast -Track Sewer System Extension Application (FTA 6 with
documentation
• A check for the application fee in the amount of $480
• Flow Tracking/Acceptance for Sewer Extension Application (FTSE 04-16)
• Site Maps
• Developer's Operational Agreement (DEV 01-15)
In sunaary, the project involves proposed 8-inch gravity sanitary sewer to serve 72-lot
subdivision. The proposed sewer will discharge into the proposed pump station and be
pumped to an existing manhole in Phase 2 of ,Ingleside Farm Road Subdivision. The
sewer will then discharge into the existing County's gravity sewer trunk line along
Killian Creek. The proposed flow for the project is 17,280 gpd.
Please do not hesitate to contact me if you have any questions gar co
Sincerely,
ESP Associates, Inc.
Dan Ere rer, P.E.
Senior Project Manager
,hams navlweU cea
t.-3
704.4:0..9.426 fu.: 71)4.; 814950