WQ0039759_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
February 8, 2018
Daniel G. Thompson, Member
Westport Lakeside No. 2, LLC
P.O. Box 9007
Greensboro, NC 27429
ROY COOPER
ll rl
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039759
Westport Lakeside No. 2, LLC
Westport Townhomes Phase 3B
Wastewater Collection System Extension Permit
Lincoln County
Dear Mr. Thompson:
In accordance with your application received January 24, 2018, and additional information received
February 7, 2018, we are forwarding herewith Permit No. WQ0039759 dated February 8, 2018,to the
Westport Lakeside No. 2, 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until rescinded and shall be subject to the conditions and limitations as specified therein.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 II.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition I1.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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 permit shall be final and binding.
State of North Carolina I Environmental Quality I Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I 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 [e-mail].
Sincerely,
i:c by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section.
Division of Water Resources, NCDEQ
cc: Larissa Coles (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central. Files
PERCS (E-copy)
Page 2 of 8

ti
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
Westport Lakeside No. 2, LLC
Lincoln County
for the construction and operation of approximately 695 linear feet of 8-inch gravity sewer to serve
26 single family 3 bedrooms homes as part of Westport Townhomes Phase 3B Development,
and the discharge of 6,240 gallons per day of collected wastewater into the Lincoln County existing
sewerage system, pursuant to the application received January 24, 2018,and additional information
received February 7, 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.
may, 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: WQ0039759
Permit Issued: February 8, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Westport Lakeside No. 2, 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 Fahaccordance with Permit Number NC0088722.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
I 5.A 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.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 6,240 GPO, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A 'NCAC 021%0304 (b)]
I.I. STANDARD CONDITIONS
1. This permit i,s 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 Permit -tee, 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. 115A NCAC 02TM104; G.S 143-215.1.(d3)1
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; ISA NCA.0 2T, the Division's Gravity Sewer
Minimum Design Criteria adopted Febniary 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.01. 10]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1.5A NCAC 02T ,01.10]
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

ir
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 Ieast 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:
I. For public owned collection systems, the Grease Control Program shall include at Ieast
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-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 faun) can also be completed to show that the SSO vvas beyond control. [G.S. l 43-
215,IC(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 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification forrn 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 docinnents 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 .exten.sion. Final record drawings should be
clear on the plans or on digital media (CD or DAM. 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 stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timefiames, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting,
in non-compliance with this permit (including pipe length increases of 110% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulation, 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 SEWER ENGINEERING CERTIFICATION
PERMITTEE: WESTPORT LAKESIDE NO. 2, LLC
PERMIT #: WQ0039759
PROJECT: WESTPORT TOWNHOMES PHASE 3B
ISSUE DATE: FEBRUARY 8, 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'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Pennittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional En.lineer in the State of North Carolina,
having been authorized to observe (El periodically, F 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 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) Gravit-y 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 l , 2000, as applicable; and other supporting materials*
North Carolina Professional Engineer's Seal w/signature & date:
LI Final L Partial (include description
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
100,-tt,c, I74111.1 g.A1-1F.C1Q IMY• 17rtal-Aqq-A41dn

ATE OF NORTH CAROLINA
COUNTY OF Lincoln
Permit No. A/ Q0059 759
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this 8th day
of
October, 2017 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Westport Lakeside No. 2, 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 Westport Phase 3BTowahomes (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
Tr„ a ••, 1

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 arid 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 govem.mental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health, safety and 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 agreernent 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
MAIGM1NT COMMISSJON Name ofDE
By: /4
S. Jay Zimmerman, Director
Division of Water Resources
Print Nafne and Title
Date
FORM: DEV 01- 15
Page 2 of 2

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
)605'759 (to be completed by DWR)
All ilenis rnust b cornplcted o
APPLICANT INFORMATION:
ion v'
ed
1.Applicant's name: Westport Lakeside No, 2 LLC cornpdny, municipality. I•10A,utility, etc.)
2. Applicant type: El Individual Corporation Ei General Partnership Li Privately -Owned .Public Utility
Li Federal Li State/County EJ Municipal 1:1 Other
3. Signature authority's name: ZfhornpsQJj G. Daniel III per I 5A 'NCAC .010602:)
Title: Member
4. Applicant's mailing address: P.O. Box 9007
City: Greensboro State: NC Zip: 27429-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
Project name: Westport Phase 3E3 Townhome Development
Application/Project status:
Proposed (New Permit)
If a modification, provide the existing permit number: WQ00
RECE:t/Eols,i,:::431::Lxinow'R
ki0 tz 8 rs,;' '71;3 K) rq A
EIJ Existing Permit/Project
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): de: 35.4994Longitude: -80...9905'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream se
Ill. CONSULTANT INFORMATION:
1: Professional Engineer: Larissa Coles License Number: 029478
Finn: McGinnis Coles, PILC
Mailing address: 205-1 S. Washington Street
City: Shelby State: NC Zip: 28150-
Phone number: [phone] Email Address: Icoles@mcginniscoles,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1: Facility Name: Killiaii Creek WWTP Permit Number: NC0088722
Owner Name: East Lincoln Count Seer District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ0037096 ,Downstream (Receiving) Sewer Size: 8 inch
SLy„stetri Wide Collection System Permit Number()(jf ap_plicable):
Owner Name(s): East Lincoln County Sevier District
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIRE
1. If the Applicant is a Priva
2. lithe Applicant is a Develo
NTS
l� Owned Publi Ifliss^, has a ('eatitieate of"Public Cot
0 Yes ❑No ®N/A
per of lots to be sold, has a Dcvelopei s Operati
❑No ❑N/A
Applicant is a Ilome'Property Osa^^,nets Assocratioi ,.,
4, Origin of wa.stew°atert
Residential Owned
❑ Residential Leased
© School / preschool , day care
❑ Food and drink hcilities
❑ Businesses f offices / factories
ha
Yes No EN/A
apply^',r:
El Retail (stores,
❑ Retail with fao
Medical / denta
a Church
❑ Nursing Home
Nature t0' wastewater F 100 }/0 Domestic/Conrrnercial
preparation/service
/ veterinary facili
d,.4 Commerc
% Industrial (See 1 AA N("AC 02T 010 1`20))
Is there
rk'
ment Program in effect?
6. Has a flow reduction been approved under 5 \ NCA(., 021 ,0114jt)?
If yes, provide a copy of flow reduction approval letter
7.. Summarize wastewater generated by project:
blishntent Type (see 02T.01 14(
sidential
gal/
gal/
gal./
ga.
Yes
and Necessity been attached?
Agreement (E Ofthl, igL
ied?
been attached?
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming 'Pool /Clubhouse
❑ Swimming Pool/ Filter Backwash
El Other (Explain in Attachment)
Yes ❑ No
No
See I A NCAC 02T .0i I4:1_(?,.)adileJ1.11.t n2djel(2) for caveats to wastewater de
dwelling; proposed unknown non-residential development uses; public access faciliti
areas; and residential property located south or east of the Atlantic Intracoastal Waterway
as defln.ed in Go_5
h Per 1.5A NCAC, 02T .0114(c), design flow rates
No. of Units Flow
26 6240 GPI)
GPD
GPI:)
GPI)
GPD
GPI)
Total 6240 GPD
per
public use
o be used as vacation rentals
blishments not identified [in table 15A NCAC I44] shall
he determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 6240 GP[) (per
NCAC 02T....0I 14)
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 pert
d in subsequent permits that connect to this line
® Flow has already been allocated in Permit Number: w..._
❑ Rehabilitation or replacement of existing sewer with no new flow expected
Other (Explain):
FORM. 1'TA 04-16.
Page 2 of5

0
Vll. GRAVITY SEWER DESIGN CRI-I?12IA Applicable)
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet
Section It & Ill ofthe MDC for Permitting of Gravity Sewers cot tam information related to design criteria
Section HI contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope reguirement is not allowed and a violation of the MDC
Vlli PUMP STATION DESICN CRITERIA (If Applicable) — 02T .0305 & MDC (Punt
CO['1I'L,ETE FOR EACH. PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or
Approih.irnate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the purnp station: anillians gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TRH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet)
6. Power reliability in accordance with I.5A NC AC O2T ,0305{',hy 1):
© Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(13):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the purnp station has an average daily flow less than 15,000 gallons per day:
© Portable power source with manual activation, quick -connection receptacle and telemetry - '15A NCAC 02T
.0305(h)(I)(C)
or
© fordable pumping unit with plugged emergency pump connection and teletrretry - 15A NCAC 02T .0305(h)(IX(.).
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.
y If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case ofa multiple station power outage.
FORM: FTA, 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & I5A NCAC 02T .0305(0):
1 Does the project comply with all separations found in I 5A KAC 021,9,305( f),„4( 04).
I 5A NCAC 0211',0305(f) contains minimum separations that shall he provided for sewer systems:
Setback ParaniMcr paration Required
Storm sewers and other utilities not. listed below (vertical) 24 inches
Etter mainqyertical-water over sewer including in benched trenches) -18 inches
ater mains (horizonta) 10 feet
aimed water lines (yertical - reclaimed over se‘ver) 18 inches
Reclaimed Water lines (horizontal recta -Oiled over sewer) 2 feet
*Anyprivate or public water supply source, including any wells, WS-I waters of Class 11 o
Class 11 impounded reservoirs used as a source of drinking water 100 feet
Waters classified WS (except. WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
water (or tide elevation) and wetlands (see item. I X.2) 50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Yes 0 No
buildingtoundation
Anybasement
Top slope of embankment or cuts of 2 feet or more vertical .height
Drainage . 'stems and interceptor drains
Any swittirning pools
Final ,earth orade (vertical), ,
10 feet.
5 feet
10 feet
10 feet
5 feet
10 feel
• I5A NCAC 02T,0305W contains alternatives where separations in 921-",0305(1) cannot be achieved.
**Stream classifications can be identified using the Division's "1(' Surface Water Classifications weboge
• If noncompliance with 021 .03050) or 9, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes 0 No El N/A
?° See the Division's draft separation requirements for situations where separation cannot be meet
r No variance is required if the alternative design criteria specified is utilized in design and construction
• As builtdocuments should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per ISA NC.AC 0213 0200? Yes LJ No J N/A
• This would include Trout Buffered Streams per I 5A 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 Pci it . Branch
Yes El No
5. Does. project comply with 15A NCAC 02T,01.05(e)0) (additional permitsicertification.$)? Yes LI No
Per 15A NCAC 02T„01051c)(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 ofdependent permits (erosion and
sedimentation control plans, storimvater mana.gement plans, etc:).
6., Does this project include any sewer collection lines that are deemed "high -priority?"
Per t 5A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamban.k.s that is subject to erosion that undermines or deteriorates the sewer,
O Yes No N/A
ffyes, 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 l5A NCAC 02T.0403(a)(5) or the perrnitee's individual System -Wide Collection permit.
FORM: FT.A 04-1.6 Page .4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest 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:
I, IVAP.4SSti
�/�� (Professional�Engineer's name from Application Item III. 1.)
v
has been- by mee and is accurate, complete �and-consistent i tilltformation 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.
attest that this application for
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 scal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
9 I, % .��,5or,/ t . IO/h✓/&. /-4° /V69)7/4 M41-./attest that this application for
(Signature Authority's name & title fro Application Item I.3.)
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. I will make no claim against the Division of Water Resouxces should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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: iL,37/74
Date: 10-/0 "/ 7

Tuvia, Ori A
From:
Sent:
To:
Subject:
Follow Up Flag:
Flag Status:
Mr. Tuvia,
Larissa Coles <[e-mail]>
Wednesday, February 07, 2018 10:28 AM
Tuvia, Ori A
[External] Westport Townhomes Phase 3A and 3B Fast Track Sewer Application
Follow up
Flagged
For the fast track sewer applications for Westport Townhomes Phase 3A and 3B, the sewer flow rate is 240 GPD per
unit. Each unit will have 3 bedrooms. A flow reduction letter was included in the submittal.
Please let me know if you need additional information.
Thank you,
Larissa
Larissa Nl. Coles, PE
Odom Engineering, PLLC
169 Oak Street
Forest City, NC 28043
828-247-4495 (office)
704-692-4952 (cell)

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
WWW.LI NCOLNCOUNTY.ORG
January 22, 2018
McGinnis Coles, PLLC
Attn: Larissa Coles
205-1 South Washington Street
Shelby, NC 28150
RE: Westport Townhomes Phase lIIB
Mrs. Coles,
This letter is provided in response to your request, dated October 08, 2017, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Westport Phase 3B Townhomes 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 26 lots with a total flow of 6,240 gallons
per day of additional flow at the NCDENR approved reduced flow rate of 240 gallons per day per
home into LS-27; 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.

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,
00 1(A.:1,
Chris Henderson
Engineering Associate
Cc: File

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Westport No. 2, LLC
Project Name for which flow is being requested: Westport Townhomes Phase IIIB
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: 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 1.292
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.088
0.006
2.386
71.2%
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***
#15B 1.856 .742 0 0.028 0.028 0.714
#27 0.201 0.081 0.025 0.029 0.054 0.027
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pt) 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

Certification Statement:
1 Donald V. Chanmblee certify t the best rof mykr t addition
thevolume of xvastewater to be perm! d in this roject leas been evtiltttttcd alo the rraute to the
receiving wastewater treatment facility° aand that. the llovv frorn this laroject is a of anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream Dump station.
en route to the receiving treatment plant under normal circtrrstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. "I"his
analyrsis has been performed in accordance with local established policies and procedures using
the best aavaitable data. This certification applies to those items listed above in Sections l and II
plus all attached planning assessment addendumns for which I am the responsible par y°.
Signature of this form indicates acceptance of this wastewater flow.
?of6
FTSE 04-16

North Carolina Secretary of State Search Results Page 1 of 1
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Limited Liability Company
Legal Name
Westport Lakeside No. 2, LLC
Information
Sosld: 0866929
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 9/15/2006
Fiscal Month: December
Registered Agent: Daniel, T G , Jr.
Addresses
Principal Office Reg Office Mailing
1400 Battleground Ave Ste 124 1400 Battleground Ave Ste 124 PO Box 9007
Greensboro, NC 27408 Greensboro, NC 27408 Greensboro, NC 27429
Reg Mailing
PO Box 9007
Greensboro, NC 27429
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Southern Home Management Inc
PO Box 9007
Greensboro NC 27429
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/25/2018

Central Files: APS SWP
2/8/2018
Permit Number WQ0039759 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
6,240
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Westport Phase 3B Townhome Development
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name
Westport Lakeside No 2 LLC
DatesfEvents
Owner Type
Non -Government
Owner Affiliation
Thompson G. Daniel III
PO Box 9007
Greensboro
NC 27429
Orig Issue
2/8/2018
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/24/2018 2/8/2018 2/8/2018
Regulated Activities Requested /Received Events
Subdivision Additional information requested 1/27/18
Wastewater collection Additional information received 2/7118
Outfall
Waterbody Name
Streamindex Number Current Class Subbasin

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
Go,ra,to„
MICHAEL S. REGAN
Sect -CUP V
S. JAY ZIMMERMAN
P1 i rccfo r
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.
Nuthlinq Compare
State of North Carolina I Environmental Quality
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
91.9-707-9000

If you have any questions, please contact me
[e-mail].
Sincerely,
for S, Jay Zimmerman
Director, Division of Water Resources
919
807-6383, or via email at
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)