WQ0037632_Regional Office Historical File Pre 2018 (2)

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 12, 2015
Eric Sauer, Project Manager
Lake Norman Owner, L.P.
7505 Hwy 73, Suite D
Denver, NC 28037
Subject: Permit No. WQ0037632
Lake Norman Owner, L.P.
Trilogy Lake Norman -- Parcel B/C
Wastewater Collection System Extension
Lincoln County
Dear Mr. Sauer:
Donald R. van der Vaart
Secretary
In accordance with your application received on March 2, 2015, and additional information received on
March 6, 2015, we are forwarding herewith Permit No. WQ0037632, dated March 12, 2015, to the Lake
Norman Owner, L.P. for the construction and operation 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 This permit shall be effective from the date of issuance until rescinded, and shall be subject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 per
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 150E 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.
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28115
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer - Made in part by recycled paper

Lake Norman Owner, L.P.
WQ©©37632
If you need additional information concerning this matter, please contact James Bealle at (704) 663-
1699 or via e-mail at [e-mail].
Sincerely,
scar S. Jay Zimmerman
Division of Water Resources
by Michael L. Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
cc: Gerald R. Burke, P.E., WSP
Mooresville Regional Office
Water Resources Central Files
PERCS (electronic copy)

VgwA
NC E 1
STATE OF NORTH CAROLINA
ENVIRONMENTAL -MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
Inaccordance 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 8,592 linear feet of 8-inch gravity sewer as part of
the Trilogy Lake Norman — Parcel B/C project, and the discharge of 44,160 gallons per day of collected
domestic/commercial wastewater' into the Killian Creek WWTP existing sewerage system, pursuant to
the application received February 9, 2015, and additional information received on March 6, 2015, 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.
it issued this the 12th day of March, 2015.
for S. Jay Zimmerman
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037632

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
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
II. STANDARD CONDITIONS
This permit is not transferable. tln 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.
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.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting, data.
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 as provided in 15A NCAC 2T .0403:
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 thegrease interceptors, enforcement for violators and the legalmeans 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. Noncompliance Notification:
The Perrnittee 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 or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. 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-S50 (or the most current Division approved form) can also be completed to show that the 55O was beyond
control.
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.
7, Per 15A NCAC 2T.0116, 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 tines & 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 pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
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..
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities,
9, 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,

V0. 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.
11. 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 other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2N .0500.

FAST TRACK ENGINEERING CERTIFICATION
Pmnnittee: Lake Norman Owner, LP. Permit No. WQ0O37632
Project: Trilogy Lake Norman — Parcel BIC Issue Date: 03112115
Complete and submit this form to the permit issuing regional office with the following:
• One copy ofthe project record drawings (plan & profile views and detail drawings ofsewer lines) ofthe wastewater
collection system extension. Final namzu1 drawings should be clear on the plans or on digital media (CD or DVO
disk) inpdfformat, Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected punnpa, system uume, operating point, available mhznaQe if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted aspart ofthis project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for mmychannes resulting in non-compliance with this pwrmi�,requ|adpns or
minimum dmmiqn criteria. Modifications- shou|d-bwmubnmittmd prior tocertification,
This shall not be considered complete nor allowed hz operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore,, itishiqh|yrecommended that this certification
be sent in, a manner that provides proof of receipt by the Division.
PsRmITTEs^GOEnTIF|o*T|ON
U, ' the undersigned agentfor the Pehteo hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information tothe Pnnmdbee' and the Pemnitteeia prepared to openahe&
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
CERTIFICATION
El Partial F-1Fma|
osoduly registered Professional Engineer in the State ofNorth Caro|ina,
having been authorized to observe (Fl periodically, D weeNv, n hu|i time) the construction of the subject project
for the pemmittee hereby a(eba that, to the best nfmy abi|bieu, due cony and diligence was used in the observation
of the construction such that the construction was observed to be built within eobstenOGi compliance of this
permit; 16ANCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12. 1896 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
K&oina adopted June 1. 2008 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TOTHE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
8MOORESV1LLEREGIONAL OFFICE
610EAST CENTER AVENUE, SUITE 301
88OK}RESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until o final certification is received. 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.

z
USE THE TAB KEY TO MOVE FROM FIELD TO HELD
f. OwnerlPermittee:
la. Lake Norman Owner, LP
Application Number:
(to be completed by DWR)
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Eric Sauer
Signing Official Name and Title (Please review t o NCAC 2T ai'1 ,J for authorized signing officials)
lc. The legal entity who wilt own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ® Corporation ❑ Other (specify):.
ld, 7505 NC Hwy 73, Suite D
Mailing Address
North Carolina
State
1 h. 623-764-8536
Telephone
2. Project (Facility) Information:
2a. Trilogy Lake Norman - Parcel BIC
Brief Project Name (permit will refer to this name)
Contact Person:
Gerald Burke
Name and Affiliation of Someone Who Can Answer Questions About this Application
l e. Denver
City
28037
3ba 704-662-0100
Facsimile
Phone Number
Project is New
❑ Modification (©fan existing permit)
Owner is ❑ Public (skip to !tem 6(3))
2a: if private„ applicant will be:
Zip Code
eric.saueresheahorrtes.corn
E-mail
2b. Lincoln
County Where Project is Located
3c. [e-mail]
E-mail
di cation, Permit No.:
® Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
Ei Retaining Ownership (i.e. store, church, single office, etc.
0 Leasing units (lots, townhomes, etc. - skip to item B(3))
Selling units (lots, townhomes, etc, go to item B(2b))
5a
East Lincoln Sewer District
or © Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (In struct'on E)
Owner of Wastewater Treatment Facility (WWTF) Treating Waste
Killian Creek WWTP
Name of WWTF
East Lincoln Sewer District 5b,
Owner of Downstream Sewer (Receiving Sewer Size
The origin of this wastewater is (check all that apply):
Residential Subdivision
▪ Apartments/Condominiums
• Mobile Home Park
❑ School
❑ Restaurant
Office
Gravity
0 Force Main
er From This Project
4b. NC 0088722
WWTF Permit No..
Permit # of Do
❑ Retail (Stores, shopping centers)
0 Institution
❑ Hospital
0 Church
O Nursing Horne
® Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 66,240
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
eam Sewer (Instruction F)
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
gallons per day
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T 0303 to deterrnine if a permit is required)
FTA 08-13 APPLICA`t`lON
Page 3 of 6

9, 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),
184 lots x 240 gpd = 44,160 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8°'
New Gravity or Additional
Force Main
8,592 New Gravity
z
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
z
O Pump Station Location ID: (self chosen - as shown on plans/map for reference)
O
Longitude: Latitude:
0
}— Design Flow
Operational Point Power Reliability Option
(MGD)
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 2 - portable generator w!MTS
0
LJ
• Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
GPM @TDH 1 -
(MGD) permanent generator w/ATS; Force Main Size Force Main Leng h
2 - portable generator w/MTS
12, VVill the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
CI 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 Pomp, Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2-1" as applicable?
El Yes E] 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 08-13 APPLICATION Page 4 of(

cn
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 0 No El N/A
Sedimentation and Erosion Control Plan? Z Yes 0 No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No Z N/A
Stormwater? 0 Yes 0 No Z N/A
15, Does this project include any high priority lines (15A NCAC Q2I_0402_(2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details
1, Owner/Permitiee's Certification: (Signature of Signing Official and Project Name)
/, Eric Sauer, attest That this application for Trilogy Lake Norman - Parcel B/C 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-.
21.5 6B, any person who knowingly makes any false statement, representation, or certification in any application shalt be
guilty of a Class 2 misdemeanor, which rnay include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per violation.
la.
Signing Official Signature
2/094/05--
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. 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 Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Gerald Burke, P,E, ,attest that this application for Trilocw Lake Norman - Parcel B/C 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, ; 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 1 have reviewed this material and have judged it to be consistent with the proposed
design, Note: In accordance with NC General Statutes 743-275.6A and 143-215.65, 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, RE,
Professional Engineer Name
2b. WSP
Engineering Firm
2c, 128 Talbert Road, Suite A
Mailing Address
2d, Mooresville 2e. NC 2f, 28117
City State Zip
2g. 704-662-0100 2h, 704-662-0101 2i. gerald burke@wspgroup,com
Telephone Facsimile E-mail
• •
R„
o
NC PE Seal, Stnatur
FTA 08-13 APPLICATION
Page 5 of()

STATE OF NORTH CAROLINA
COUNTY OF Lincoln
Permit No. lAbb5:(c5,9—
DEVELOPER'S OPERATIONAL AGREEMENT
Thi AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this
A'e# 20/5—
/
Commission, an agency of the State
Lake Norman Owner LP
/2 .4 day of
, by and between the North Carolina Environmental Management
of North Carolina, hereinafter known as the COMMISSION; and
, 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 a
Trilogy Lake Norman - ParceI A (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 and repair. 1
5. 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 COMMJSSION 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.

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment andJor 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 beaccepted 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.
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
NAGEMENT CO MISSIO
A. Reeder, Direc
'vision of Water Resources
Lake Norman Owner LP
Name of DEVEL PER
By:
(Signature)
Eric Sauer - Project Manager
Print Name and Title
(Date)
T2r1.1)11/4 4 . r-Nr.:1 7 1)0 1 /

Bealle, James
From: Burke, Gerald <[e-mail]>
Sent: Friday, March 06, 2015 5:01 PM
To: Bealle, James
Subject: FW: Trilogy BC sewer permit
Attachments: 2015_03_06_FTSE Trilogy_B&C.pdf; 2015_03_06_Trilogy Sewer_Flow Acceptance.pdf; FTA
08-13 Trilogy Lake Norman Parcel BC.pdf
James,
I have forwarded the signed forms from Lincoln County,with the revised flows to match the attached fast track form and
cover letter. Please let me know if you have any questions.
Thank you,
Gerald Burke, PE
Senior Project Manager
Transportation and Infrastructure
WSP 128 Talbert Road, Suite A, Mooresville, NC 28117
Direct: [phone] x 18
Main: [phone]
www.wspgroup.com/usa
We are WSP, one of the world's leading engineering, design, and environmental consultancies.
Working to improve lives through transformation of the built environment and restoration of the natural environment.
From: Chris Henderson[maiito:chenderson(alincolncounty.orq]
Sent: Friday, March 06, 2015 3:41 PM
To: Carter, Jonathan A.
Cc: Brewer, Dan E.; Burke, Gerald; 'John Hawkins'
Subject: RE: Trilogy BC sewer permit
Mr. Carter:
Sorry attached are the corrected forms.
Thanks
Chris Henderson
Engineering Associate
Lincoln County Public Works
115 West Main Street
Lincolnton, NC 28090
Office [phone]
Fax [phone]
[e-mail]
1

www.lincolncounty.org
From: Carter, Jonathan A. [mailto:Jonathart.Carter@WSPGroup,com]
Sent: Friday, March 06, 2015 2:51 PM
To: chendersonPlincolncounty.orq
Cc: Brewer, Dan E.; Burke, Gerald
Subject: Trilogy BC sewer permit
Chris,
We received a call from James BeaIle with NCDENR this afternoon in reference to the sewer permit. The flow on the
acceptance letter should have been for 44,160 gpd (184 lots x 240 gpd) and this should be reflected on the FTSE
form. Could you adjust the FTSE form and flow acceptance letter to reflect this amount and have Don sign? James said
he would issue the permit once this is corrected. Please let us know when we can pick up the revised flow letter and
FTSE form. I have attached the word file of the FTSE form and PDF files of the submittal to NCDENR, Please contact us
with any questions.
Thank you,
Jonathan A. Carter, PE
Senior Project Engineer
Transportation and nfrastructure
WSP 128 Talbert Road, Suite A, Mooresville, NC 28117
Direct: [phone] x 17
Main: [phone]
www.ws roup,
We are WSP, one of the wond's leading engeneenng. easnan, and erearonmental donaeltanotee
VVorking to improve lives through transformation of the built environment and restoration of the natural environment.
DISCLAIMER: Pursuant to the Freedom of Information -Privacy Acts (FOIPA)
and North Carolina General Statutes Chapter 132, Public Records, this electronic
mail message and any attachments hereto, as well as any electronic mail message(s)
sent in response to it may be considered public record and as such subject to
request and review by anyone at any time.

COUNTY OF LINCOLN, NORTH CAROLINA
] ] 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
March 6, 2015
Attention:
Mr. Dan Brewer P.E.
WSP
128 Talbert Road, Suite A
Mooresville, NC 28117
RE: Trilogy Lake Norman — Parcels B-C
Mr. Brewer,
This letter is in response to the request for flow acceptance received February 19th, 2015 for Trilogy Lake
Norman development. The Lincoln County Sewer System currently has available capacity at the Killian
Creek Wastewater Treatment Plant to treat this domestic wastewater. Trilogy Lake Norman is currently
requesting 184 Lots with a total flow of (44,I60) Forty-four thousand one hundred and sixty gallons of
additional flow into LS-037.
For your permits, the receiving sewer treatment facility is the Killian Creek WWTP, Permit # NC
0088722. Lincoln County Sewer System is the collector, Permit # WQCS 00149.
Please be advised that effective immediately, Lincoln County will no longer be named as the
permittee on NCDENR system applications. Private developers must make applications to
NCDENR in their name and the system will only be accepted and transferred to the County after a
complete final inspection and receipt of other applicable documentation.
If construction of this project is not started within two (2) years of the date of this approval, the
approval will be rescinded and a new request and approval will be required. Please notify Lincoln
County Public Works in writing when the construction of this project is initiated.
Included in this mailing are the Flow 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 in calling me at [phone].
Sincerely,
Chris Henderson
Engineering Associate
Cc: File
x:'subdivisions & developments\Lrilogy lake nonnan - formerly carolina ridgelsewcr avaitabilty letter -trilogy parcel bw.doc

128 'Filbert Road
Suite A
Mooresville. NG28117
Mali): 704.662 0100
www.wspgroup.corrdesa
March 6, 2015
NCDENR.
610 E. Center -Ave, Suite 301
Mooresville, NC 28115
SUBJECT: Trilogy — Parcel B & C
Fast -Track Application for Gravity Sewer and Force Main
Lincoln County, NC
Ladies and Gentlemen:
WSP has prepared the attached Fast -Track Application for Gravity Sewer and Force Main. Included with
the application is a check for theapplication 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 184-lot 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 44,160 gpd.
Please do not hesitate to contactme if you have any questions or comments.
Sincerely,
W
P
Gerald Burke, P.E.
Senior Project Manager

D,
•
Division of Water Resources
State.of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
FAST -TRACK APPLICATION`(FTA 08-13)
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
General — When submitting this application, please use the following instructions as a :checklist in order to
ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will .
help produce a quicker review time and reduce the amount of requested additional information.
For more information, ,Visit the Surface Water Section's Collection Systems website or;
contact the Regional Office'serving your county
Unless otherwise noted, the Applicant shall submit one originaland one copy of the application and supporting
documentation to the appropriate Regional Office (see page 6).
A. Cover Letter:
® Include a brief project narrative describing the final design (1,e system and/or pump station touttimatefy;
serve 500 homes, but flow for only 100'horses being requested now)) For modcations, clearly explain
the reason for the modification{i.e. adding another phase, changing line size, length, etc).
B. Application. Form (FTA 08-13):
i Submit the completed and appropriately executed Fast -Track (FTA 08.-13) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to space restrictions, attachment to the application may be made, as 'long asthe
attechnients.are numbered, to correspond to the section and item to which they refer. You do='not need
to submit detailed plans and specifications unless you respond NO to item B(13).
Ei The Professional Engineer's .Certification of the application shall be signed, sealed and dated by a
North Carolina:licensed'Professional Engineer.
i The Applicant's Certification of _the application shall be 'signed in accordance With 15A NCAC 02T
.0106(b). Per 1-5A.A NCAC 02T .0106(c), an alternate person may be designated as the signing official if
a delegation .letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
C. Application Fee:,
.® Submit a check in the amount •of $480 to: North .Carolina Department of Environment and Natural
Resources, (NCDENR).
Checks shall be dated within. 90 days of application submittal.
D. Certificate of Public Convenience and Necessity (ForPrivately-Owned Public Utilities Only):
❑ Per .15A NCAC 02T .0115(a)(1 Z, provide two copies of the Certificate of Public Convenience and
Necessity from the North Carolina .Utilities Commission demonstrating the Applicant is authorized to
hold the utility franchise for the area to be served by the sewer extension, or
❑ Provide two copies of a letter from the North Carolina Utilities Commission's Water and Sewer Division
Public Staff stating ,an application for a .franchise has been received and that the service area is
contiguousAo an existing franchised area or that franchise approval is expected.
❑ The project name in the CPCN or letter must match that provided in Item A(2)a of this application.
E.
Operational Agreements (For Home/Property Owners',Associations. and Developers ,of Tots to be sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational .Agreement (HOA 08-13).
❑ Per 15A NCAC 02T _0115(c), submit a copy of f the Articles of Incorporation, Declarations and' By-laws.
• Developers of lots to be sold.
® Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (DEV 08-13).
Even if the project may be turned over to a municipality upon completion, Form DEV 01-12,is required.
INSTRUCTIONS FOR APPLICATION FTA 08-13 &SUPPORTING DOCUMENTATION Page 1 of6.

19,
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 (t).
184 lots x 240 gpd = 44,160 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
❑ i
W
Z
z
0
U
Z.
0
0
u.
z
W
a
Size (inches)
Length (feet) New Gravity or Additional
Force Main
8,592 New. Gravity
rtmmarY
of Pump Stations w ! associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: self chosen shown on plans/mapfor reference)
( c)
Longitude: Latitude:
Design Flow Ppermanent generator WATS; , Force Main Size
ower Reliabilit y Option
(MGD) Operational Point p
GPM @TDH
2 - portable generator wIMTS
IForce Main Length
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Force Main Size Force Main Length
Design Flow
(MGD),
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator wIATS;
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.2"d 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 08-13 APPLICATION
Page 4 of 6

14. Have the fall+wing perrrtltslcrtifittorks
Wetland/Stream Crossings Genera# Pe
Sedimentation and Erosion Control Plan
Trout Buffer Waiver?
Stcrrnwater?
C
cJed inclu
These lira
b
n submitted for approval for the system or pot ect
or 401 Certification? 0 Yes El No NNIA
Yes CI No 0N/A
D Yea D No N/A
D Yes D No
y !agta priority ttra a {1 I AC 02 04
Check if Yes: 0 and provide details:
Owner/Per
t, Eric, Sauer, attest /hat this apt
accurate and complete to the hest t f rrry
completed and that if all required supporting documentation +91'
subject to being returned as fncomphete. Note: In accordance with North
215,¢4 any person who iwdngty makes any false statement, representa. _.
guilty of a Class 2 misdemeanor, which may Include a fine not to exceed $10,
Per vfalatirn
afficla3 and Project Name)
NIA
has been revt d lay
d parts of t1
chided, this a
General Statute
ffatlon in any epptfcafl
is civil penalties up to
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A N,QAC 021,0305
Professional Engineer's Certification: (Signgttit'e of
1, Gerais! Burice, p e , attest that this appli
is accurate, cmpltete and consistent with the inform,
documentation to the best of my knowledge. 1 further
been prepared in accordance with the appficabfe re,uta
adopted February '12, 1€+96, and the Mlnrmum Design Cal
Mains adopted June 1. 2000 end the watershed classification ayr accord
professionals may have developed certaha portions of this submittal package, inclusion of
signature and seal signifies that I have resvlewed this material and have judged It to be consJsL
design, Note: In accordance w th NC General Statutes ,j4-?1b,i3A and 1 3215.6fi, any person
any false statement, representation, or crtificatlon in any application shall be guilty of o Grass 2 misdemeanor
include a fine not to exceed $1 fJ 000 es well as civil' penalties up to $25, i100 par violation,
2a. Gerald Burke, PEE.
Professional Eng eer
WSP.. j.
Engineering Firm
2c 128 Talbert Road, Suite A
Making Address
2d, Mooresville
City
2e. NC ....
State
2g. 704-662-01 Ctii 2tr. 662 1Ct1 2I. Berl
Telephone
E-mail
Engineer and Project
NC PE Seal
by
FTA 08-13 APPLICATION
Page 5 of 6

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL -AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street. Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue, Suite 301 1.
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, .Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office;
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, NorthCarolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
WilmingtonRegionai Office
127 Cardinal Drive_ Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone].Fax
Alamance, Allegheny, Ashe, Caswell; Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FTA 08-13 APPLICATION Page 6 of 6

Division of Witter itesorzrcep
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 B-C
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 0.334
e. WWTP facility's actual avg. flow 0.891
f. Total flow for this specific request 0.044
g. Total actual and obligated flows to the facility 1.269
h. Percent of permitted flow used 75.5%
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 Pius
(Name or Capacity,* (Firm! pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
#37 4.17 1.668 0.891 0.378 1.269 0.400
* 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 (pi) 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 norrnal 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 Iisted 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
and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
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:
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.
Signing Official Signature Date
Page 3 of 6
FTSE 08-13

uctions for: Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning Assessment Addendum (FAA)
Section I
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. WWII' fa ility's pe
MGD: From W
ner's N
DES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to. the WWTP, M fl: 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, actualavg. flow, MGD: Previous 12 month av
ge.
fl Total flow for this_ specific request, MGD: Enter the requested flow volume.
g. Total actual and obllgated flows to the facility, MGD Equals [d + e + fj
h. APercent of permitted flow used: Equals
(g / c) 1001
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 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015MGD
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:
e. = 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 I pf)
Approx.
Current Avg.
Daily Flow,
MGD
Kaw Creek PS 0.800 0.320 0.252
Valley Road PS 1.895 0.758 0.472
(C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
0.080
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated Available
Flow Capacity*
0.332 -0.012
0.135 0.607 0.151
Page 5 of 6
FTSE 08-13

latrninu Assessment Addenda 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 dataabove) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
itm 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 addendun°r, 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 0480
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 tlt .61
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
d. The following applies:
The master nd ten year capital plan contain recoipin nded sc ae and funding for a capital pr ject
entitled. Kaw Creek Pum Statio u d with fundin lann d in 3u1iil4. s ro"eet i,s tanned to
add. 0.100 MGD to the firm capacity of the pump station by October 2t11 c us on of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Apt lication
elevates this project's priority for funding and construction to be implemented ahead of the activ n
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
; and/or
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

Bealle, James
From: Burke, Gerald <[e-mail]>
Sent: Friday, March 06, 2015 1:32 PM
To: Bealle, James
Subject: Triology BC
James,
The coversheet volume on our application for Trilogy -- Parcel B & C sewer of 19,920 gpd was incorrect and should have
reflected the permit number of 44,160 gpd. Please contact me if you have any additional questions.
Thank you,
Gerald Burke, PE
Senior Project Manager
Transportation and Infrastructure
WSP 128 Talbert Road, Suite A, Mooresville, NC 28117
Direct: [phone] x 18
Main: [phone]
www.wspgroup.com/usa
We are WSP, one of the world's leading engineering, design, and environmental consultancies.
Working to improve lives through transformation of the built environment and restoration of the natural environment.
1

WSP
February 27, 2015
NCDENR
610 E. Center Ave, Suite 301
Mooresville, NC 28115
SUBJECT: Trilogy — Parcel B & C
Fast -Track Application for Gravity Sewer and Force Main
Lincoln County, NC
Ladies and Gentlemen:
128 Talbert Road
Suite A
Mooi-t ride. NC 28t 17
Mnai; 704 662 0100
www.wspgrcwp,c©mf'usa,
WSP has prepared the attached Fast -Track Application for Gravity Sewer and Force Maim included with
the application is a check for the application fee of $480, the operational agreement (DE 08-13), the
downstream sewer form (FTSE 48-13),, 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 184-Iot 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 19,920 god.
Please do not hesitate to contact me if you have any questions or comments.
Sincerely,
WSP.-
Jonathan A. Carter, P.E.
Senior Project Engineer

COUNTY OF LINCOLN NORTH CAROLINA.
1 II 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
February 20th,
Attention:
Mr. Dan Brewer P.F.
WSp
128 Talbert Road, Suite A
Mooresville, NC 28117
RE: Trilogy Lake Norman
Mr. Brewer,
B-C
This letter is in response to the request for flow acceptance received February 19th, 2015 for Trilogy Lake
Norman development. The Lincoln County Sewer System currently has available capacity at the Killian
Creek Wastewater Treatment Plant to treat this domestic wastewater. Trilogy Lake Norman is currently.
requesting (19,920) Nineteen Thousand, Nine Hundred and "Twenty gallons per day of additional flow
into LS-03'7.
For your pernits, the receiving sewer treatment facility is the Killian Creek. WWTP, Permit # NC
0088722. Lincoln County Sewer System is the collector, Permit # WQCS 00149,
Please be advised that effective immediately, Lincoln County will no longer be named as the
permittee on NC©ENR system applications. Private developers must make applications to
NCDENR in their name and the system will only be accepted and transferred to the County after a
complete final inspection and receipt of other applicable documentation.
if construction of this project is not started within two (2) years of the date of this approval, the
approval will be rescinded and a new request and approval will be required. Please notify Lincoln
County Public Works in writing when the construction of this project is initiated,
Included in
(FTSE 08/1 3
mailing are the Flow Tracking/ Acceptance for Sewer Extension Permit Applications
��itla the County's portion completed,
you have any questions, please do not hesitate in calling me at [phone].
Since
Chris lmlenderson
Engineering Associate
Cc:
-ns & de lopmentn carokn b-c.dcw

Divisinn of Water Resourz c'5
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 B-C
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
c. WWTP facility's permitted flow
Allflows are in MGD
1.680
d. Estimated obligated flow not yet tributary to the WWTP 0.334
e. WWTP facility's actual avg. flow 0.891
f. Total flow for this specific request 0.020
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.245
74.1%
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
Pump
Station
(Name or
Number)
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
(B)
Approx.
Current Avg.
Daily Flow,
MGD
#37 4.17 1.668 0.891
point and the WWTP:
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated
MGD Flow
Available
Capacity***
0.334 1.225 0.443
* 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 (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
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.
(--,hV. 02Th,
Signing Official Signature
Z/z3 (,S--
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
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
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:
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.
Signing Official Signature Date
Page 3 of 6
FTSE 08-13

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 I 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 + fj
h. Percent of permitted flow used: Equals [(g 1 c)* 100j
Page 4 of 6
F"1'SE 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 15, 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 Iargest 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) (13)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Approx.
Current Avg.
Daily Flow,
MGD
Kaw Creek PS 0.800 0.320 0.252
Valley Road PS 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 0.151
Page 5 of 6
FTSE 08-13

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section I1 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 capitalproject
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 proiect's priority 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

2
128 Talbert, goad, F
NC 28117 (704) 662--00100
wo.w wspgro p.corn usa
ogy Lake No an
Parcel BC
LJncc )n County, NC
Lake Norman Owner L
?SOS Na H,wy 72, SuRe

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Profe
lanai Engineer Name
Project Name
Engineering Firm Name
Location
ID
Name of Waterbod
Count
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
if unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary 'Dins,
l 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 ' 4°'SCAS 08-13 ***
FORM: WSCAS 08-13
Page 1 of 1

Corporations Division Page 1 of 1
Elaine E Mars)
Secretary
Click Here To:
North Carolina
lit EPARTM ENT OF T1-12.
E CRETARY OF STAT `.
PO Liz 20f1.22 R.Fileifj), NC 276 4:9 91801-2W0
Account
Login
Register
View Document Filings
Corporate Names
Legal: Lake Norman Owner LP
Limited Partnerships Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation: DE
Registered Agent:
Corporate Addresses
1390433
Current -Active
Foreign
7/9/2014
National Registered Agents, Inc.
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
150 Fayetteville Street, Box 1011
Raleigh, NC 27601
150 Fayetteville Street, Box 1011
Raleigh, NC 27601
655 Brea Canyon Road
Walnut, CA 91789
655 Brea Canyon Road
Walnut, CA 91789
http://www.secretary.state.nc.us/Search/profcorp/10578582
3/3/2015

Permit Numn"«er WQ0037632
Central Files: APS SWP
3/12/2015
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
james.bealle
Coastal SWRule
Permitted Flow
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Trilogy Lake Norman - Parcel B/C
Location Address
Owner
Major/Minor
Minor
Facility Contact Afflllatio
Region
Mooresville
County
Lincoln
Owner Name
Lake Norman Owner LP
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Eric Sauer
7505 NC Hwy 73
Denver
NC 28037
Orig Issue
3/9/2015
App Received
3/2/2015
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfaf0
Public Notice Issue Effective
3/12/2015 3/12/2015
Requested /Received Events
Expiration
Additional information requested
Additional information received
3/6/15
3/6/14
Waterbody Name
Streamindex Number Current Class
Subbasiin