WQ0040401_Regional Office Historical File Pre 2018

FILE
ROY COOPER
Coventor
MICHAEL, S. REGAN
Secretary
LINDA CULPEPPER
!nWrf Director
Eric Sauer, Project Manager
Lake Norman Owner LP
7242 South Little Egypt Road
Stanley, NC 28164
Dear Mr. Sauer:
NORTH C ROLIN A
Environmental Quality
November 2, 2018
Subject: Permit No. WQ0040401
Lake Norman Owner LP
Trilogy Lake Norman - Parcel E & K - Phase 1
Wastewater Collection System Extension Permit
Lincoln County
In accordance with your application received October 29, 2018, we are forwarding herewith Permit No.
WQ004040 I dated November 2, 2018 to the Lake Norman Owner LP (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 II.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.
Condition II.7: Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with this
permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
EQ
State of North Carolina I-nvironment_al Quality I Wate! Resources I Water Quality Regional Operations
Mooresville Regional Office 610 East Canter Avenue, Suite 301 1 Mooresville, North Carolina 28115
704 663 1699

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, arid/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.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuviaOa.ncdenr.uov.
Sincerely,
,----Docusigned by:
A f ! it
F161 FB69A2 D84A3...
for Linda Culpepper
Interim Director, Division of Water Resources
for 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 (Laserfiche)
Water Resources Central Files (Laserfiche)
PERCS (Laserfiche)
Page 2 of 10

NORTH CAROL' NA
Environ!rlcrttal 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
Lake Norman Owner LP
Lincoln County
for the construction and operation of approximately 5,433 linear feet of 8-inch gravity sewer; to
serve 139 three bedroom homes as part of Trilogy Lake Norman - Parcel E & K - Phase 1
development;,:and.the discharge of 33,360 gallons per day of collected wastewater into the
Lincoln County existing sewerage system, pursuant to the application received October 29, 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 Environment and
Natural Resources 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.
DocuSigned by:
A4.4ergi H A404-4
F161 FB69A2D84A3...
for Linda Culpepper
Interim Director, Division of Water Resources
for W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040401
Permit Issued: November 2, 2018
Page 3 of 10

SUPPLEMENT TO PERMIT COVER SHEET
Lake Norman Owner LP 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 Waste Water
Treatment Facility in accordance with Permit Number NC0088722.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 33,360 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304 (b)].
H. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Pertittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting. data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 10

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
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
Page 3 of 10

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].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215. I C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [I5A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with, the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes
resulting in non-compliance with this permit (including but not limited to pipe length changes
of 10% or greater, increased flow, pump station design capacity design increases of 5% or
greater, and increases in the number/type of connections), regulations, or the Minimum Design
Page 6 of 10

Criteria. Requested modifications or variances to the Minimum Design Criteria will be reviewed on
a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A NCAC 02T .0116]
8 Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC. 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria 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 10

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00 Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. ❑ Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? ❑ Yes ❑ No
3) Final Engineering certification? ❑ Yes ❑ No
O If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: ❑ Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
o Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distance's not greater-thM 425 feet; minimum diameter'shall be 4 feet (48-inches).
5) Adequate information related to pump stations: ❑ Yes ❑ No ❑ N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(1h).
6) Was project construction completed in accordance with all of the following: ❑ Yes ❑ No ❑ N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and
MDC for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2)1? ❑ Yes ❑ No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? ❑ Yes ❑ No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: LAKE NORMAN OWNER LP
PERMIT #: WQ0040401
PROJECT: TRILOGY LAKE NORMAN - PARCEL E & K - PHASE 1
ISSUE DATE: NOVEMBER 2, 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 Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEERS CERTIFICATION
I, , as a duly registered Professional En 'veer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction 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 ❑ 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
Mooresville Regional Office Phone: [phone] FAX: [phone]

STATE OF NORTH CAROLINA
COUNTY OF I 0"1 G01-
PermitNo. I ob d1/0
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this day of
!J d V t~ , 2 2r� c e'U , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
LAKE NORMAN OWNER LP
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as theDEVELOPER
WITNES SETH:
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 TRILOGY LAKE NORMAN - PARCEL E & K - PHASE 1 (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 or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
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 andlaw.
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 andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 11-17 Page 1 of 2

4: The DEVELOPER shall: provide inthe e Declaratlan and AssooiationlaylavOs that.:the D sposat. Systern and
appurtenances thereto. ate part ofthe e cofinnon elements; and shall. thereafter be properly maintained and
operated in conformity with lase and Te•provisions of 'the permit for construction, operation, repair, and
ma ntenauce•afrhe sy to i.arrd facilities. li.ties. Tti Deafaratien and Byiaws shall idOntitrbeentireviaste.wafer
treatment, collection and disposal system:as a;coturnon. element. which will .receive-thmhighestpriority.. •for
expert, itures by the.:ASsoaiatton exeept_fotiecieral, State, _anti. Xocat'tazea andinsurartee:
The -DEVELOPER shali:proyide in the Pec'latatiawand'.Associatiion Bylaws, thatihe.Disposal System will
be t aititaiiied out: off& jcbnin on eXpetaeg. In order torcitSure:-thatihere stiaitbe 'funds readily a railabie to:
opairsartf. aiiitain-or construc lheDisposal System, 1oyond;lhe routine, operation.and rpaitntenan expenses,
.the...Decla ation ansi.Assoctafbn'Rylaws shall.piovide:'that , fund be OitaWargiXtof.tk�e:. tiiiin e p uses_
Si!ch.f(toi sl atl be sepa346.-.f om.:tbe.rQuttne maluterxance fat?ts alloea e.thh::fat< it ! .aAcl soon• he pat
of the'.yearly budget.
In -the •ey.ent•ti»ie.eOtnnl ik:expense: allcioation'and•sepnratgf ind ate not adequate for the opastrootiolueplair,
and main%anee.ofthe DisposalSystem, the Declaration:: and Association Bylawvs:shall'provide for
'assessments.to: cover-siieh nea'essary: sts: Tlieke shall l e':rac Atha on'thie_.amcotmt of such:assessinents; and
the Declaration and Bylaw s•-shall provide;that such:speoial assessments caa be made..as necessary' at- any
time; , .
2; If wastewater •coile00.Pysiem Iand.was(ewater firemen€=apdtpr.. disposal:•. ac lity prgv ded:by=.any.eityy
toW)i, v1iage;,,.catutty .water aHd 3urer.$4uthorit4es,. or'tthe: unit: oil gogetn.xi shati:he,iitatter become
av iiabie, '§etve:thq.))0e1op'n1en,C,.the..,DEV" LOPER' shag- take`:st eh :aet1o4.as Is..necessary to scar ise the
existing and futthe' Irasteei "taster bf the Dev'elopmmi ;to_(,e :accepted and disc)atgcd:into sai'li.goveniincntat
• system; "arstl .shall: copveyo -'transfer as;_much.'of the Disposal System-and:;stich necessary easements :.as the
governmentalunit;mayregtiire-as cdn8ittori:oracceptin'g,the:D:itvelapine'nt's`v astevvs:#ei<:,:
8. 'ReGolgoizni that"it`yvou.`lti: be:'loni art -to the publio #i lerestand'to; e:pui;lioiheaitli,-safet and weIfa?tee; for
• the Association.ta.eiiter=into•voluntarydissolutIon.withdttthaving.made:adequateprovision
torthe continued
pioer ramteHance{ repair at tpex�on t�:lts Disposal Syterd. the DY��lT shallprovideiii the
.ssoctaticitt :Bylaw,' that=. the :Association shall :not enter into •voluntary'dissolution without:ftrs.having
ttaaisLenrel• its 'Said .s.
y�.im: azi� 1'aatiities to •some arson;, co�aratioii: or 'other' entity aceeptalC;e:'to and
approved bythe CO vIIS ION by the•issaance.af apex nit:;:
:9 Tiie:a ;eeirientsset foril hi numbered paragra fis: l,;2;:3;..4,, 5;. &, 7;r d.8.: abo:Yesha`n he conditioas.afany
perm issuied by.tbe COM IISSION.to the D VEL).PER: for u;-
the eonstructiornamtenancc repaix and
operation of,theDisposal.Syslen .. , .
' 10:. A copy of'tb s;.agreement shall be: flied at t c.itegistet of Deeds Ili the CQuty(tes). whet0:tl'� e:Deciaratign is
lled.and lathe offices of.:the.See etaryef State of Nortli'Carolitta'with the-,t ttioles.of iriooilloption .ofiite
. Asp Otioo,
IN WrI'NErSS:WHEREOF,,this agreement•.was.exeeuted irxduplicate-originals by. the duly authorized
.. ..._ 0 e+' zepresez�t�, : , .Oi?`the patties hereto:lit day aril yearyst.titteiiincicat'ed.6reatli o£the,pattles"narrted below;;
POR'THE:ENVIRONMENTAL' LAKvitlegmfo iez-;:.LP.
C �11 I S iDt Natne:afD
(Signature):
Iinda.'Qpepper
I�iteri t i) re_cfor, Division of Waterl••€est urceS
'pate)
Print Name and- Title
ettVIZ
Pate):
FORM DEV 11-1.7 Pa02,of =

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: QC)(;) (-(c) '`h
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1, Applicant's name: Lake Norman Owner LP (company, municipality, HOA, utility, etc.)
2. Applicant type: U Individual
Corporation 0 General Partnership 0 Privately -Owned Public Utility
0 Federal 0 State/County 0 Municipal
3. Signature authority's name: Eric Sauer per 15A NCAC 02T .0106(b)
Title: Project Manager
4. Applicant's mailing address: 7242 South Little Egypt Road
City: Stanley State: NC Zip: 28 1.64-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
0 Other
II. PROJECT INFORMATION:
1. Project name: Trilogy Lake Norman - Parcel E & K - Phase 1
2. Application/Project status: Proposed (New Permit) [] Existing Permit/Project
If a modification, provide the existing permit number: WQOO 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: 35.4446° Longitude: -81..0215°
5. Parcel ID (if applicable): 92867
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Dan E. Brewer License Number: 17582
Firm: ESP Associates, Inc
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 Perrnit Number: NC 0088722
Owner Nance: 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 Permit Number(s) (if applicable): WQCS00149
Owner Name(s): Lincoln County
PO A 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. 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: DEV) been attached?
® Yes ❑No EN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
D Yes ❑No ®N/A
4. Origin of wastewater. (check all that apply):
® Residential Owned
El Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ® Yes
> lives. provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
® Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.01I4(f1)
Daily Design Flow es
No. of Units
Flow
Single Family, 3; Bedroom
240 gallday
139
33,360 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
33,360 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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_0I 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 33,360 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
El Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

V.Q. GRAVITY SEWER DESIGN CRTTERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
4,788
PVC
8"
645
DIP
91 V'5
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. 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:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0 Longitude: - 0
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T _0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ 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.
➢ 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 of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
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:
® 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
**My private or public water supply source, including any wells, WS-I waters of Class I or
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, 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 swimming 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 CIassifications 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 ❑ NIA
➢ 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 ❑ NIA
➢ 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 ❑ NIA
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

4 .4
X. CERriFICA11014S.;
. . .
I. P.ctes the Submitted systein nnp1y with 1:5A 1\10At -62T, the MininiMil Design Criteria tor fitePermitting.oflmp;4tations
ithdForeelviains latest version); and the Minimum-Deal:01 Criteria (isteSt:versionl as applicable?
El Yes jaNe.
l'.•1-.0,.dourlileteand:subrnii:the Variaticealteroatbie.Degign Requestapplication (VADC.. 19.-.14)*01,supporihig doomota.
tor -review.. Approval of the requests required prior. ti) snlintittal Of the Fast Tracks Stiplitation. and. supporting.
documents:
2, pi'ofosiotial gogiii*ts cti�n
E e. lid cie" atte.st
ProfsonaiBneernamefrkpp1icati�nIternflL]..)
has.heercre,iiewed by is accurate, complete and consisient4ith* hifoitnatinnsupplie.d u 046:04P* -oPel404tf.otki-
engineeriiig calculations, and alLotlier,supporthig dpenit(entAtionla the 1jettlifM0d0-1.4gclip 1.rurtherattest that to the best
of. my igloWled.ge th proposed 440.; hs 1een preprd uiaccordance :With the applicable regulatiOnsi.t3ravity, 'Sewer.
Min Inuit* Design :Criteria. OtavtY'Sewe (latest: Verslon)iand the Kmiintai:Desigh..Ciiteriai for the Piist;Traelt.
1)0.011itlikbf Pump tatxpns ad Fr�•Plains,:.(latest Although otherprofessionalmay 'have developed ertajn
liopiiins f il000.tiql.:pttelt4go, hiohisioh cfthcse materials under my. signature and self. siguigeAtit:I have reviewed
Material andhavejiitteditittirhatonSiStontwitlithaproposed..desigit.-
NOlt .---irraecorclance.with .0'ener.at Statates...143-2156A. and A43-2.15..613, 4-0 I5drsbe inaket iT• false
Stateraeot,,:represea:.lation,...or ceilifitAti0444any4PP.1-1040911 package sWt.b0 .glilltjr of. a 0.0s:1:Pfisdeniegil6ro 'whibictrokY
inoludo a5116..11410 ,exeeed.$0,0,00,.0*11as ,I.V.Apanaltles up- to:-.120!)q- per ‘4.61ation:.
. .
joi 1!•'?":1"rt,"..
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.nowcarolLo-V.0174:000.1140:gifteoes..04 signature, :and dat 1•4‘• . - ....
a_ • ... 4,
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mthoors name 4:111116*nir 'ti4da.ti64.4eni 13)
has .brein-revieVired byine ands accurate and .1boxiritilpt.o:to' the hestanny knowledge. I understand:that if all requiredp attS.
applieStion are notcanipted and that if a11 retptiredsuppoiting: doeurnentationsidettaclunenta are l2ot inehided, this
application package is sithjectto being -returned as.:IneomPlete1 widerstand-thatsny dscharge ofwastewater froin
clisOtiarge system to surface 'waters or the'landavill'iesuItln an immediate enforeerue).ituctio...Hnthatinkiy.:itteincie cml penaltiez,
Injunclive relief; and/or ormiinal pmaecution 1 wifl makq no clahn. Against the Water 'Resdacer should
condition of thii penult be ViOlafed. Tarp- understand that it all .requird parts ofthis apPlieatibit paokage..are nottompleted.
.and thLf'aU required §VPritting, Thfroigtitio. ui1 attsehpae.:nts artrnot.ineliaded this application- package -wilt he rot-qmo4 to
4:10TaajoipTeth
NOTE aecopiance. General Statutes 143.215 6A, and, 143,21$:.:611, . any person,- Jai Mindy makes any false
statement representation,..nr. ceitiheatioa iii!any.spplipstiou.:paelcite shall .he gift of a Class 2:.miSdPinestiOr,-whieli may
include a linenotto exceed $100Q0: as Avellas:0.7414)enalties.4.to Isr:v1014-04.,
4„..„—,.0.4
Hilo1 n Il0 i ii IS
wettiltatilifs:applicatiorr tOr:
Date., qj1// f
fQRM.i...FTA 0446:
Page5 :Of 5.

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2N0 FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
WV W.LINCOLNCOUN1Y,ORG
October 2.6, 2018
Trilogy Lake Norman — Parcel E & K Phase 1
Attn.: Eric Sauer
7'242 South Little Egypt Rd.
Denver, NC 28164
RE: Trilogy Lake Norman — Parcel E & K. Phase 1 Sewer Availability
Mr. Sauer,
This letter is provided in response to yr ur request, dated. September 21, 2018, for flt v acceptance of the
wastewater treatment infrastructure (the "System") for the Trilogy Lake Norman — Parcel E & K — Phase
1. 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 tlow requested for the Project is for 1.39 units with a total flow of 33,360
gallons per day of additional flow at the NCDEQ approved reduced tlow rate of 240 gallons per
day per home into LS-37; and
2. For the NCDEQ Permits, the reeervtng sewer treattalent facility' is the Killian Creek WWTP,
Permit #NC 0088722. The sewer collections facility i.s the East Lincoln County Water and Sewer
District, Permit #IWQCS 00149; and
3. The County shall not be named as the Permittee rtn. NCDEQ system ap,
make the application to NCDEQ in your own name for the System: and
1
on.s. You must
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 NCD_EQ, and proof provided to the County of a valid perrnit 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 nmust 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,
Chuck King
Engineering Associate
Cc: File

PROPOSED SANITARY SEWER TO SERVE TRILOGY PARCEL E & K - PHASE 1
f
TRILOGY PARCEL E & K -
PHASE 1 - 8" GRAVITY -
SWR PIPE & MANHOLES
R P Fi
SCALE
.,000'
( IN FEET
HORIZONTAL 1 inch = 500 ft.

er Resources
Environmental Quality
Chris Henderson
Engineering Associate
Lincoln County Public
115 West Main Street
Lincolnton, NC 28092
orks
February 1, 2017
Subject: Killian Creek WWTP, NPDES # NC0088722
Residential Flow Reduction
Lincoln County
Dear Mr. Henderson:
ROY COOPER.
Covernor
lvliCHAEI, S..R.EGAN
S c emar v
S. J'AY ZIMMERMAN
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.
Nothilaa
State of North Carolina Environmental Quality
1617 Mail Service Center ] Raleigh, North Carolina 27699-1617
919-707-9000

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

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Lake Norman Owner LP
Project Name for which flow is being requested: TrilogyLakeNorman-ParcelE&K-Phase 1
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: Kilian 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 1.678
e. WWTP facility's actual avg. flow 1.172
f. Total flow for this specific request 0.033
g. Total actual and obligated flows to the facility 2.883
h. Percent of permitted flow used 86.06
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:
Pump
Station
(Name or
Number)
Pump
Station
Permit
No.
(A) (B) (C)
Design
Average Approx. Obligated,
Daily Current Not Yet
Firm Flow** Avg. Daily Tributary
Capacity, * (Firm / p fl, Flow, Daily Flow,
MGD MGD MGD MGD
37 WQ0032852 7.776 3.110 1.024
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated Available
FIow Capacity***
1.415 2.439 0.671
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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 10-18

•
III. Certification Statement:
I Donald V. Chamblee certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
PL6L [)-)Oi le*Cs avct
Title of Signing Official
izo(&
Date
Page 2 of 6
FTSE 10-18

Along with this form, submit a color copy of a MS 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.org/web/wq/home/ro
Location
ID
Name of Waterbodyl
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
ig
11
.. i.
1
0
.. , v
1....
b1
ja}.
y{ill1lj (�j jp
�'7..GTax.rifffkr,'.iI13F1�'S-fwY=V.
MS.�"`Gi
� �
""d2E.
p:,Fi&6...Y.
P ..
Ji. e3
cl
1 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 TRILOGY PARCEL E & K - PHASE 1 •
a
-
TRILOGY PARCEL E & K -
PHASE 1 - B" GRAVITY
SSWR PIPE & MANHOLES
,4
GRAPHIC SCALE
250' 500' 1000'
( IN FEET )
HORIZONTAL 1 inch = 500 ft.

ESP
NCDEQ/DWR
Water Quality Section — Wastewater Branch
PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699-1636
October 29, 2018
SUBJECT: Trilogy Lake Norman — Parcel E & K — Phase 1
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 04-16) 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 11-17)
In summary, the project involves proposed 8-inch gravity sanitary sewer to serve 139-lot
subdivision. The proposed sewer will discharge into the existing pump station in Trilogy
Lake Norman — Parcel E & K — Phase 1. The proposed flow for the project is 33,360
gpd.
Please do not hesitate to contact me if you have any questions or comments.
Sincerely,
ESP Associates, Inc.
Dan Brewer, P.E.
Senior Project Manager
20484 Chartweli Center Drive • Suite D • Cornelius, NC 28031
1.800.960.731.7 • 704.990.942.8 • fax [phone]S0
S41s vespassocia1 es.cuin