WQ0038288_Regional Office Historical File Pre 2018

PAT C RY
Water Resources
ENVIRONMENTAL QUALITY
March 2, 2016
Eric Sauer, Project Manager
Lake Norman Owner, L.P.
7242 South Little Egypt Road
Stanley, NC 28164
Subject: Permit No. WQ0038288
Lake Norman Owner, L.P.
Trilogy Lake Norman — Parcel G & H Phase 2
Wastewater Collection System Extension
Lincoln County
Dear Mr. Sauer:
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
In accordance with your application received on February 5, 2016, and additional information received on
February 16, 2016, we are forwarding herewith Permit No. WQ0038288, dated March 2, 2016, to the Lake
Norman Owner, L.P. 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 This permit shall be effective from the date of issuance until rescinded, and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 and supplement
shall be considered a part of this permit and are therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: 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 responsibility of the Lake Norman Owner, L.P. 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 1 Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

Lake Norman Owner, LR
ifyou need additional information concerning this matter, please contact James QeaUeat(704)O63-1699
or via e-mail at [e-mail].
Sincerely,
t
bvW.Corey Basinger, Regional Supervisor
Mooresville Regional Office
Water Quality Regional Operations Section
Division ofWater Resources, NCDECi
cc Gera|dR-Borke P.E,VVSP
Mooresville Regional Office
Water Resources Central Files

Water Resources
FA111110NYLIVIAS. CVALI/T
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
Lake Norman Owner, L.P.
Lincoln County
for the construction and operation of approximately 877 linear feet of 8-inch gravity sewer as part of the
Trilogy Lake Norman — Parcel G & H Phase 2 project, and the discharge of 6,480 gallons per day of
additional collected domestic/commercial wastewater into the Killian Creek WWTP existing sewerage
system, pursuant to the application received February 5, 2016, and additional information received on
February 16, 2016, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of 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.
by W. Corey Basinger, Regional Supervisor
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By Authority of The Environmental Management Commission
Permit Number: WQ0038288
Permit Issued: March 2, 2016

SUPPLEMENT TO PERMIT COVER SHEET
Lake Norman Owner, L.P. 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 Wastewater
Treatment Facility (NC0088722) prior to being discharged into the receiving stream.
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.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 6,480 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)]
II. STANDARD CONDITIONS
This permit shall not be transferable, in the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-21.5.1(d3j]
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 Divisions 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 .0401 If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards:
b. A map of the sewer system shall be developed and shall be actively, maintained.
c An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow -response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (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 are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a),and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
'the legal means.to control grease entering the system from other public and private satellite
sewer systems.
2. ,For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3 Grease education materialsshall 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
ofadequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage nrbreakage, etc;or
b. Any 5SDand/or spill over 1,QO0gallons; or
c. Any S8Oand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report, Overflows and spills occurring outside nonna|buyioesshmnmmaya|subereported to
the Division of Emergency Management attelephone mumber(QOO) 858-0368 or(919) 733'3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken nrproposed tobetaken to
ensure that the problem does not recur. Part UnfForm CS'5SO(or the most current Division approved
form) can also becompleted toshow that the SSUwas beyond control. [G.S.143'Z15A[(a1)]
6. Construction of the gravity sewers, pum,p 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
tothe surface waters ofthe State. [25ANCACO%T.O1O8(b)]
7. Upon completion ofconstruction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached tmthis permit shall besubmitted with the required supporting
documents tothe address provided onthe form. Aconlp|ete certification isone where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permit1ee to
appropriate enforcement actions,
If the permit is issued to a private entity with anOperational Agreement, then mcopy of the Articles
of Incorporation, Dec|aratio nants/Restr|xtimms, 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 asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction reco,rd drawings (plan & profile views of sewer lines & force
mains) ofthe wastewater collection system extension. Final record drawings should bcclear on
the plans or on digital media (CD or UVD 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 ofthe supporting applicable design calculations including pipe and pump sizing,
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 |ovv points in force
mains with apump cycle, and downstream sewer capacity analysis. |faportable 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 pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and May not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the, Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will beevaluated
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. 115A 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 may be required by
the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMMEE/ Lake Norman Owner, L.P.
PERMIT#; VVQ0338288
PROJECT: Trilogy Lake Norman—Parce| G & H Phase I
ISSUE DATE: March l'2O16
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit
until the Division has received this Certification and all required supporting documentation. It should be
submitted /oamanner that documents the Division's receipt. Send the required documentation tothe Regional
Supervisor, Water Quality Regional Operations Section located 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 Pennktem to appropriate
enforcement actions, The Permittee is responsible for tracking all partial certifications up until a final certification
is received. A Final Certification shall be a complete set ufrecord drawings and design calculations regardless of
whether partials have been submitted.
PERMnTTEE'6CERTIqCwmOm
Lthe undersigned agent for the 9ennittee hereby state that this project has been constructed pursuant tnthe
applicable standards Q, requirements, the Professional Engineer below has provided applicable
design/construction information to the Permnittee, and the Perrmittee is prepared to operate & maintain the
wastewater collection system permitted herein orportions thereof,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
i ,hreg
istered Professional Engineer inthe State ofNn�hCarolina, having
been authorized to observe (�— periodically, F vveckk\ -- 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; 25A NCACO2T; the Division of Water Resources' (Division) Gravity
Sewer Minimum Design Criteria adopted February 1Z'1996asapplicable; 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:
1 Partial (include description)
Certification Comments/Qualifiers (attach if necessary).
State ofNorth Carolina |auvirnun"mx Quality | Water Resources |Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 | Mooresville, North Carolina 28115

STATE OF NORTH CAROLINA
COUNTY OF Lincoln
Perm it No. 1A-1C)C)301KC
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this /0-1-31 day of
Fre_lor �� j ) Ica l ( , 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 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 Trilogy Lake Norman - Parcel GH - Phase 2 (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 Dandling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is 'properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.,
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and -plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08-13
Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance,
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION,
. Jay Zimmerman, P.G.
Director, Division of Water Resources
rat.
(Date)
Lake Norman Owner LP
Name of DEVELOPERI____
B
(Si
Eric Sauer e
Print Name and Title
(Date)
2-/f o//I
FORM: DEV 08-13 Page 2 of 2

STA°1`E OF NORTH CAROLINA
COUNTY OF Lincoln
Permit No. `,
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 1.43-215.1 (di) and entered into this 1 {.l t day of
by and between the North Carolina Environmental Management
Cornntlsston, 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 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 Trilogy Lake Norman - Parcel GET - Phase 3 (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 fling 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 and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and.
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08-13 Pagel of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shallidentify 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.
In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such.
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental.
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
1N WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COIvIMISSIQN
.- S. Jay Zimme
Director, Division of ,fater Resources
ake Norman Owner LP
me of DEVELOPUL
(Signature)
Eric Say
Print Name
d Ti
FORM: DEV 08-13
Page 2 of 2

z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
OwnerlPermittee:
Lake Norman Owner, LP
Application Number:
(to be completed by DWR)
Full Legal Name (company, municipality, HOA, utility, etc.)
1b, Eric Sauer
Signing Official Name and Title (Please review 15A NCAC_ 2T ,0'ld6 tb) for authorized signing officials)
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State&County ❑ Private Partnership ® Corp a)df rt 'Otti p
© 1 d. 7242 S. Little Egypt Road
IL Mailing Address
�f. North Carolina 1g. 28164
State Zip Code
O l h. 623-764-8536 1 i. 1 j. [e-mail]
le. Stanley
City
Telephone Facsimile E-mail
2. Project (Facility) information:
2a. Trilogy Lake Norman - Parcel G/H Phase 2 2b. Lincoln
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, Gerald Burke
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-662-0100
Phone Number
3c. [e-mail]
E-mail
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
Owner is ❑ Public (skip to Item 8(3)) ® Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
2a, If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction D)
0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction E)
Selling units (lots, townhomes, etc. go to Item B(2b))
East Lincoln Sewer District
Z Owner of Wastewater Treatment Facility (WWVfF) Treati
jl— Name of WWfF
4a, Killian Creek VWVTP
g
astewater From This Project
4b. NC 0088722
5a. East Lincoln Sewer District 5b. 15 Gravity
C Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
2 6. The origin of this wastewater is (check all that apply):
Z
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
0 Office
WWTF Permit No,
5c.
Permit # of Downstream Sewer (Instruction F)
a Retail (Stores, shopping centers)
❑ Institution
O Hospital
0 Church
O Nursing Home
Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 6480
*Do not include future flows or previously permitted allocations
100% Domestic/Commercial
% Industrial
(Attach Description
%© Other
(Attach Description)
gallons per day
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No,
Ej Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 021'.0303 to determine if a permit is required)
FTA 08-13 APPLICATION
Page 3 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
27 lots x 240 gpd = 6480 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8"
877
New Gravity or Additional
Force Main
New Gravity
ummary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
U
z
0
0
r1
Longitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
- permanent generator wIATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
Yes © No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-1 3 APPLICATION
Page 4 of 6

0
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes Ell No Z N/A
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Trout Buffer Waiver? El Yes D No El N/A
Stormwater? 0 Yes 0 No Z N/A
15, Does this project include any high priority lines (15A NCAC 02T 0402 ,(2)) involve aerial lines, siphons: or interference
manholes)? These Unes will be considered high prkrity and must be checked once every six months
Check if Yes: 0 and provide details:
1. OwneriPermittee's Certification: (Signature of Signing Official and Project Name)
1, Eric Sauer, attest that this application for Trilogy Lake Norman - Parcel G/H 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, Note: In accordance with North Carolina General Statutes 143-215.6A and 143-
215,.,64, any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRBOR TO SUBMITTAL OF THIS
APPL CATION THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
2. Professional Engineers Certification: (Signature of Design Engineer and Project Name}
I, Gerald Burke, P,E ,attest that this application for Trilogy Lake Norman - Parcel G/H-Phase 2 has been reviewed
by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design, Note: In accordance with NC General Statutes 143-15A and 143-2156a any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a Gerald Burke, P.E.
Professional Engineer Name
2b, WSP
Engineering Firm
2c, 128 Talbert Road, Suite A
Mailing Address
e 2d, Mooresvil NC 2f.28117
City State Zip
C
2g. 704-662-0100 2h, 704-662-0101 2i gerald.burkegwspgroup.com
Telephone
1
Facsimile E-mail NC PE Seal, Sianature & Date
FIA 08-13 APPLICATION
Pa4e 5 of 6

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Lake Norman Owner, LP
Project Name for which flow is being requested: Trilogy Lake Norman -Parcels G-H Ph2
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 #: NC 0088722
All flows are in MGD
c. WWTP facility's permitted flow 1.680
d. Estimated obligated flow not yet tributary to the WWTP 0.713
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
1.027
0.008
1.740
103.6%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection 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 / pi), Daily FIow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
#37 4.17 1.668 1.019 0.713 1.740 -0.072
* 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.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Don Chamblee certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
\
Signing Official Signature
Date
Page 2 of 6
FTSE 08-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
42.4 % and 0.713 MGD of the Available Capacity (E) in Pump Station
#37 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.102 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Lowesville Sewer is in design or under construction with
planned completion in FY 2017 ; and/or
d. The following applies:
The County currently has a Lowesville sewer project which will reduce demand
at Pump Station #37. The County currently has the project currently permitted and is being
bid for construction. The projection for completion is early FY 2017. In addition an
expansion is currently undeway at KCWWTP which will double capacity.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
7Slet go
Signing Official Signature Date
Page 3 of 6
FTSE 08-13

Pr.
' Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)*100]
Page 4 of 6
FTSE 08-13

- For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January I5, 2008 may have numbers like this:
c. 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h.=55.8%
Each subsequent Form FTSE- will be updated in the same manner.
Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS
Valley Road PS
0.800 0.320
Approx.
Current Avg.
Daily Flow,
MGD
0.252
1.895 0.758 0.472
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.080 0.332 -0.012
0.135 0.607 0.I51
Page 5 of 6
FTSE 08-13

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project'spriority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 08-13

IF CLOGY
PARCEL GH
"24
27':
3923
3922
'21
"2©

` FORM WSCAS 08-13
' WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
A•+cant Name
14*
Professional En ineer Naas
©cation
LLD
Name of yliaterbody'
County
River Waterbody Stream
Basin index No.
Waterbody
Classification
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tribute
1 certify that as a Registered Professional Engineer in the State of
North Carolina that I 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
*** END OF FORM WSCAS 08-13 **'*
FORM: WSCAS 08-13
Page 1 on

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2No FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
WWW.LINCOLN000NTY.ORG
February 05, 2016
Lake Norman Owner, LP
Attn: Eric Sauer
7242 South Little Egypt Road
Stanley, NC 28164
RE: Trilogy Lake Norman — Parcel G&H Phase II
Mr. Sauer,
This letter is provided in response to your request, dated January 19, 2016, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Trilogy Lake Norman — Parcel G&H Phase II
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 27 lots with a total flow of 6,480 gallons
per day of additional flow at the NCDENR approved reduced flow rate of 240 gallons per day per
home into LS-37; 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.
xdsubdivisions & developmentsltrilogy lake norman - formerly carolina ridgelparcel gh phase iilgravily sewer availabilly letter parcel gh phase ii.doc

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 FIow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE — 08/13) with the County's portion completed.
If you have any questions, please do not hesitate to call me at 704-736-8497.
Sincerely,
IP c
Chris Henderson
Engineering Associate
Cc: File

SEWER
CALCULATIONS
FOR.
LINCOLN COUNTY, NORTH CAROLINA
wit
CA
SEA
03 7 2
o •
Revised January 20, 2016
PREPARED BY:
F-0891
128 Talbert Road, Sulfie A
Mooresville, NC 28117
Phone: [phone]
Fax: [phone]

NARRATIVE
Trilogy Lake Norman is a proposed active adult community with one pod
of single family residential. It will be located near the intersection of NC 73
and South Little Egypt Road in Lincoln County,North Carolina.
1. Existing sanitary sewer flow data provided by Lincoln County.

DEMAND CALCULATIONS

Project:
Date:
Trilogy Lake Norman
19-Feb-15
Future Sewer Demands
DESCRIPTION
Parcel A
Clubhouse
Welcome Center
Parcel B-C
Lift Station #34
Lift Station #31
Lift Station #32
Vertict Ridge
Windsor Forest
Lift Station #21
Total
Parcel B-C
Parcel D
Parcel E
Parcel F
Parcel G
Parcel H
Parcel K
12" Force Main
Total 15" PVC
Total 30"
:UNITS
EACH
126
100
3
101
83
386
233
71
76
45
46
DAILY
DESIGN
FLOW
GPD
240
100
100
240
240
240
240
240
240
240
240
DAILY
AVERAGE
USE
GPD
30,240
10,000
300
24,240
14,307
190,317
269,404
- 19,920
92,640
55,920
17,040
18,240
10,800
11,040
800,000
269,404
1,295,004
CFS
0.047
0.015
0.000
0.038
0.022
0.294
0.417
0.031
0:143
0.087
0.026
0.028
0.017
0.017
1.238
0.417
2.004
r.
V
cc
0
m

EXISTING SEWER FLO
Mr. Brewer:
The f©llowring is the data you requested:
Lift Stations (Please see attached list)
1. Lift Station #34 — 3970 King Wilkinson Road — 88
2. Lift Station #31 -- 1503 Amity Church Road — 175
common force main along Hwy 73)
3. Lift Station #32 — 4137 Hwy 73 — 88 GPM @ 146'
force main along Hwy 73)
DATA
GPM @ 75' TDH (This pumps to LS #31)
GPM @ 122' TDH (This pumps to
TDH (This pumps into the common
Total above schools approved NCDENR Allocation -- : 4,, 307 GPD
Subdivisions:
1. Verdict Ridge Subdivision — NCDENR Permitted Total 147,480 GPD
2, Windsor Forest Subdivision — NCDENR Permitted Total 17,2.80 GPD
3. Lift Station #21 —1799 St. James Church Road —6© GPM @ 92' TDH (This pumps into
Verdict Ridge Subdivision at the St. James Church Road Entrance) — NCDENR Permitted
Total 11,250 GPD
Total above subdivision approved NCDENR Allocation .e-
Please keep in mind that the gravity sewer line from Hw 73 to the r ld Charlie Saine
Pump Station Site is a 15". From that point to Pump Station #37 is a 30" line. Also
included at the old Charlie Saine Pump Station Site is the flow from Pump Station 415
(Old Forney Creek Plant) at 1.,750 GPM thru a 1 ''' force main.
Please let me know if you need anything else.
Chris Henderson
Engineering Associate
Lincoln County Public Works
115 West Main Street
Lincolnton, NC 28090
Office [phone]
Fax. [phone]
chendcr

Pr"
FULL FLOW CAPACITY OF EXISTING SANITARY
SEWER MAINS

Result's
Worksheet for 30"DIP-FLOW
Project Description
Friction Method Manning Formula
Solve For Full Flow Capacity
Input Data
Roughness Coefficient 0.013
Channel Slope 0.00100 ft/ft
Norma! Depth 2.50 ft
Diameter 2.50 ft
Discharge
12.97 Iris 7 2,604 -��1L S
•
Discharge 12.97 ft3/s
Normal Depth 2.50 ft
Flow Area4.91 ft'
Wetted Perimeter 7.85 ft
Hydraulic Radius 0.63 ft
Top Width 0,00 ft
Critical Depth 1.21 ft
Percent Full 100.0
Critical Slope 0.00447 ft/ft
Velocity
2.64 ft/s
Velocity Head 0.11 ft
Specific Energy 2.61 ft
Froude Number 0.00
Maximum Discharge 13.95 ft3/s
Discharge Full 12.97 ft°/s
Slope Full 0,00100 fUft
Flow Type SubCritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Average End Depth Over Rise
0.00
Bentley Systems, Inc. Haestad Methods SoldticrdreftfflovirMasterVBf(SELECTseries 1) 106.11.01.031
2/20/2015 10:09:43 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone]
Page 1 of 2

Worksheet for 30"D1P-FLOW
GVF Output Data
Normal Depth Over Rise 100.00 %
Downstream Velocity infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 2.50 ft
Critical Depth 1.21 ft
Channel Slope 0.00100 ft/ft
Critical Slope 0.00447 ft/ft
Bentley Systems, Inc. Haestad Methods So1I8enilkispFfewMaster V8i (SELECTseries 1 ) [08.11.01.03]
2/2012015 10:09`:43 AM 27 Slemons Company Drive Suite.200 W Watertown, CT 06795 USA [phone] Page 2 of 2

Worksheet for 15" PVC -FLOW
;Project Description
Friction Method
Solve For
Manning Formula
Full Flow Capacity
'Input Data -
. Roughness Coefficient 0.010
Channel Slope 0.00120 ftlft
Normal Depth 1.25 ft
Diameter 1.25 ft
Discharge 2.91 ft'/s
Results
Discharge
Normal Depth
Flow Area
Wetted Perimeter
Hydraulic Radius
Top Width
Critical Depth
Percent Full
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Maximum Discharge
Discharge Full
Slope Full
Flow Type
,GVF Input Data .
Downstream Depth
Length
Number Of Steps
'GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
. Average End Depth Over Rise
SubCritical
2.91 ft3/s
1.25 ft
1.23 ft2
3.93 ft
0.31 ft
0.00 ft
0.69 ft
100.0 %
0.00353 ftlft
2.37 ft/s
0.09 ft
1.34 ft
0.00
3.13 ft'/s
2.91 ft'Is
0.00120 ft/ft
0.00 ft
0.00 ft
0
0.00 ft
0.00 ft
0.00
7 0,417 315
Bentley Systems, Inc. Haestad Methods Solddtmt1CpMeerMaster V8i (SELECTseries 1) [08.11.01.031
211912015 3:41:36 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 2

'GVF Output Data
Normal Depth Over Rise
Downstream Velocity 100.00
Upstream Velocity infinity ft/s
Normal Depth infinity ft/s
Critical Depth 1.25 ft
Channel Slope 0.69 ft
Critical Slope 0.00120 ft/ft
0.00353 ft/ft
Worksiieet for 15" PVC -FLOW
Bentley Systems, Inc. Haestad Methods Sold@initIg ftewMaster V8I (SELECTseries 1) [08.11.01.03/
2/19/2015 3:41:36 PM
27 Slemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone]
Page 2 of 2

WSP
January 15, 2016
NCDENR
610 E. Center Ave, Suite 301
Mooresville, NC 28115
SUBJECT: Trilogy — Parcel G & H phase 2
Fast -Track Application for Gravity Sewer
Lincoln County, NC
Ladies and Gentlemen:
LINCOLN COidufrliCl�
w'
28 Talbert Road
esv l e, NC 28117
04 662 0100
wspgroup.comiusa
WSP has prepared the attached Fast -Track Application for Gravity Sewer and Force Main, Included with
the application is a check for the application fee of $480, the operational agreement (DE 08-13), the
downstream sewer form (FTSE 08-13), the Lincoln County flow acceptance letter, the site map, and the
stream classification (WSCAS 08-13).
In summary, the project involves proposed 8-inch gravity sanitary sewer to serve 27-lot for Phase 2 of a
subdivision. The proposed sewer will discharge into the existing County's gravity sewer trunk line along
Killian Creek. The propose flow for the project is 6480 gpd.
Please do not hesitate to contact me if you have any questions or comments.
Sincerely,
WSP
Gerald Burke, P.E..
Senior Project. Manager

Central Files: APS SWP
3/2/2016
Permit Number W©0038288 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
james.bealle
Coastal SWRuIe
Permitted Flour
6,480
Facility
Permit Contact Affiliation
Facility Name
Trilogy Lake Norman - Parcel G & H Phase 2
Location Address
Owner
Major/Minor
Minor
ll
on
Region
Mooresville
County
Lincoln
Owner Name
Lake Norman Owner LP
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Eric Sauer
7242 S Little Egypt Rd
Stanley
NC 28164
Orig Issue
312/2016
App Received
219/2016
Regulated Activities
Subdivision
Wastewater collection
Outfall
Draft Initiated
Scheduled
Issuance
Public Notice Issue
3/2/2016
Requested /Reeived Ev
Effective
3/2/2016
Expiration
Additional informati
d
2/20/16
Additional information roeeived 2/16/16
Waterbody Name
Streamlndex Number Current Class
Subbasln