WQ0039715_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
January 9, 2018
Kerry Avant, Senior Vice President
H & H Homes, Inc.
2919 Breezewood Avenue, Suite 400
Fayetteville, NC 28303
,ROY DOPER
f
1 f � -Frovemor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Permit No. WQ0039715
H & H Homes, Inc.
Creek Park Subdivision
Wastewater Collection System Extension Permit
Lincoln County
Dear Mr. Avant:
In accordance with your application received December 22, 2017, we are forwarding herewith Permit No.
WQ0039715 dated January 9, 2018 to the H & H Homes, Inc. (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. .This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore incorporated
therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition I1.1: 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 the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina-Iicensed Professional Engineer to the Iicensing
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 L 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

If you need additional 'information concernit.g this matter, please contact Ori Tuvia at [phone] ar
via e-mail at ori.tuvia(ncdenr.gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Dan Brewer (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
H & H Homes, Inc.
Lincoln County
for the construction and operation of approximately 4,647 linear feet of 8-inch gravity sewer to
serve 106 single family 3 bedrooms homes and 14,400 sgwire feet clubhouse as part of Creek
Park Subdivision Development, and the discharge of 32,640 gallons per day of collected
wastewater into the Lincoln County existing sewerage system, pursuant to the application received
December 22, 2017, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039715
Permit Issued: January 9, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
H & 1 Homes, Inc. is hereby authorized to:
Construct, and then operate uponcernfication the aforementioned wastewater collection extension, The
sewage and wastewater collected by this system shall be treated in the Killian. Creek Regional Wastewater
Treatment Facility in accordance with. Permit Number NC0088722.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity SewerMinimum 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 J'ermittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules,
Construction and operation is contingent upon compliance with the Standard Conditions and any° Special
Conditions identified below.
I. SPECIAL CONDITIONS
I) No flow in e cess of the quantity pert riled herein, 32,640 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 is not transferable. In the event there i 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
rnerits and may or may not be approved, [15A NCAC 02T.0104; G,S 143-215.1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned 'herein. [15A NCAC
02T..0110]
3 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [1.5A NCAC 02T .011.0
4. The wastewater collection facilities shall he properly maintained and operated at all t .e 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 mete [15A NCAC 02T ,0108(b):1:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
Page 4 of 8

b. - A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented..
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with I5A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
J.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable ofadequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Page 5 of 8

Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Foul' 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 11 of Form CS-SSO (or the most current Division
approved forrn) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [l5A. NCAC 0217.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form.. A complete certification is one where the formis
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 Pemiittee 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 i.s fully executed and the supporting documents are
provided as applicable. Supporting .documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DV[) disk) and are defined as the design drawings
that are marked up or annotated with after construction information a.nd show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity', pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low° points in
force mains with a pump cycle, and downstream sewer capacity- analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in noncompliance 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 1.0% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
Page 6 of 8

discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; I5A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: H . H HOMES, INC.
PERMIT #: WQ0039715
PROJECT: CREEK PARK SUBDIVISION
ISSUE DATE: JANUARY 9, 2018
This project shall, not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion.
of this Certification shall be considered a violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions, The Perrnittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification ,shall. be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIF'€C:ATiON
1, the undersigned agent for the Perntittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Perrittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
Printed Name. T itle
Date
ENGINEER'S CERT1VLC TJON
1, , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ([-] periodically, weekly, J full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T, the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wlsignature & date:
Final Ej Partial (include description
Certification :omments/Qualifiers (attueh ssary):
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, .Suit
e30
oaresville, NC 28115

STATE OF NORTH CAROLINA
COUNTY OF LINCOLN
Permit No. CON /5
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
, y and between the North Carolina Environmental Management
Commission, an agency of the S e of North Carolina, hereinafter known as the COMMISSION; and
H & H HOMES, INC. , 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 Iying in LINCOLN County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as CREEK PARK (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.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with Iaw 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

FOR THE ENVIRONMENTAL
MANAGEMENT CO l' l!dISSION
—Hire'tmr, Division of" at:er Resourt
4. The DEVELOPER shall provide in the Declaration and Association 13ylaws 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 ofthe 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 ofthe 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 ofthe 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.
N 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:
H& H HOMES, INC. ASSf T N 5
Name of DEVELOPER
B:,��
(Signature'
6,vP
Print N
a
FORM: DEV OS- l 3
Page 2 of 2

Res, woes
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Numbert(-59 I I
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: FI & H„Homes,. ximpany, municipality, BOA, utility, etc.)
2. Applicant type:Individual Corporation El General Partnership El Privately -Owned Public Utility
Ej Federal El State/County El Municipal Ej Other
3, Signature authority's name: Kerry Avant per MA NCAC 02'F .0 I Q,(),(t)
Title: Senior V.P.
4. Applicant's mailing address: 2919 Brcezewood Avenue, Suite 400
City: Fayetteville State: NC Zip: 283037_,_
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Creek Park Subdivision
2. Application/Project status: 4 Proposed (New Permit) 11 Existing Permit/Project
If a modification, provide the existing permit number: WQ00and issued date:
If new construction but part: of a master plan, provide the existing permit number: WQ00
3. County where project is located: 1...incoin
4. Approximate Coordinates (Decimal„Degrees): Latitude: 35...4664 Longitude: -.8..1,0336'
5. Parcel ID (if applicable): 34839, 3480L34840 & 54084
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Dan E Brewer License Number: 17582
Firm: ESP Associates, P.A.
Mailing address: :2 0 4 8 4 Chartwell Center Drive, Suite :D.
City: Cornelius State:. NC Zip: 28031-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1.. Facility Name: Killian Creek WWTP Permit Number: NC 0088722
Owner Name: East Lincoln Sewer District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
. Permit Numher(s): WQ
System Wide Collection System
Owner Name(s):
Downstream (Receiving) Sewer Size: inch
it Number(s) (if applicable): WQCS
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public lltili
, has a Certificate of Public Convenience and Necessity been attached?
0 Yes QNo N/A
2. If the Applicant is a Developer of lots to be sold has a Developer's Operational and =.') been attached?
pp p elo er's O _eratiunal r1 r�,entent )°(7EtM: I�E1�,
Yes LNo ]NIA
If the Applicant is a Home/Propert Owners' Association, has an Operational Agreement (FORM: NOA) been attached?
❑ Yes ©No;+INIA
4. Origin of wastewater: (check all that apply):
] Residential Owned.
0 Residential Leased
School. / preschool / day care
0 Food and drink facilities
Businesses / offices / factories
Nature of w
e
Ej Retail (stores, centers, malls)
ID Retail with food preparationlservice
® Medical ./dentalveterinary facilities
0 Church
© Nursing Home
100 "?/© Domestic/Commercial % Comm
ial
% Industrial (See 15A NCAC 0'2T .0103(20))
tots there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(t)? O Yes
Y If yes, provide a copy of flow reduction approval utter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.OI I4(f))
Daily Design Flow
O Car Wash
0 Hotel and/or Motels
0 Swimming Pool ,/Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
No
No. of Units' Flow
Single Family, 3 Bedroom 240 gal/day 106 25,440 GPD
Clubhouse
50 gall00 sf
gal/
gal/
gal/
gal/
14,400 7,200 GPD
a See L5A NCAC 02T ,01 14 [b),(d), tel(1) and (e)(2.1 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G,S; 42A-4),
b Per 15A NCAC 02T .0114(e), design flow rates for establishments not identified [in table I5A NCAC 02T.01.141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 32,640 GPD (per 15.'1 NCAC 021 .0114)
Do not include future bows or previously permitted allocations
If pennitted flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit Number:
Rehabilitation or replacement of existing sewer with no new flow expected
© Other (Explain):
FORM: FIFA 04-16
Page

VII. GRAVITY SEWER DESIGN CRITERIA Applicable) - 02T .0305 & M ;
. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
8"
4,647
Material
PVC
').). Section li & 111 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VI1L PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mainsl:
COMPLETE, FOR EACH PUMP STATION INCLUDED IN THIS PROJEC I
I. Pump station number or name: _
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with ,C 02T .0305(11)(1):
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
• Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El P• ortable power source with manual. activation, quick -connection receptacle and teleme4ry - 15A NCAC 02T
.0305(h)(1 )(c)
Of
El P• ortable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
• It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel titneframes, shall be
provided in the case of a multiple station power outage,
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS - (02B .0200 & I5A NCAC 02T .03050):
1. Does the project comply with all separations found in 15A NCAC 02T .03051,1) & (g)
' 15A NCAC 02T.0305D contains minimum separations thatihat shailbe rovided fbr sewer s stems:
Setback Parameter*
torrn sewers and other utilities not listed below (vertical)
ater mains v 'cal -water over sewer includin&in benched trenc
ains horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
eclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells,
Class II impounded reservoirs used as a source of drinking water
S-1 waters of Class 1 or
Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HOW, or SB from norma
liih water (or tide elevation) and wetlands (see item 1X.2) 50 feet
Yes
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
itches
Any building foundation
Any basement
Tops1j of embankment or cuts of 2 feet or o e vertical heigh
Drainage systems and interceptor drains
Any swimming pools
al earth grade (vertical)
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
6 inches
• 15A NCAC 02T,030,5(g) contains alternatives where separations in 02T.0305(1) cannot be achieved.
). **Stream classifications can be identified using the Division's i\g' Surface Water Classifications weltpage
If noncompliance with 02.1,0.105(1)or gt„ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
» See the Division's draft separation requirements for situations where separation cannot be meet
). No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0213 0200?
). This would include Trout Buffered Streams per I 5A NCA.(213,02.02,
Yes El No
No
4. Does the project comply with an individual 404 Permit or any 401 Certifications? 4 Yes U No
• Wetland -related permits shall he requested, obtained, and adhered to for projects that impact wetlands or surface waters
) Information can be obtained from the 401 St.J3utfer Permitting Branch
5. Does project comply with I5A. NCAC 02T.0.105(s)1:6) (additional permits/certifications)? Yes El No
Per 15A. NCAC 02T,010,5(c)(6), directly related environmental pennits or certification applications are being prepared, have
been. applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NC AC 02T,0402„ "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strearribanks that is subject to erosion that undermines or deteriorates the sewer.
Yes No
• lfyes, include an attachment with details for each line, including type (aerial line, size, tnaterial, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the perinitee's individual System -Wide Collection permit.
FORM: ETA 04-16 Page 4 of .5

X CERTIFICATIONS:
1. Does the submitted system comply with 1A NC ',17 the Minimum .Design_
Ant fee,,,..M.ins„,llatest„.„ and the sr_Miniinum Poilm_critetitt
No
Yes
ggj Non
plicable?
If No, complete and submit the Variance/Altemative Desi Request plication (VADC 10-14) and supporting documents
for review, Approval of the request is required prior to sullutittld of tbeFat,Tack Application and supporting
2. Professional Engineer's Certification:
1*- b F. trewgr
(Professional Engineer's name from Application Item 111.1.)
,attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — in accordance with General Statutes 143-21.5.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guiltyof a Class 2 misdemeanor, which may
include afin.e not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3.„Applicant's Certification per 15A. NCAC 02T .0106(b):
1/16C_Pac--5 J.-r attest that this application for
Authority's name & title from A.pplication. Item 1..3.)
has been reviewed by me and is accurate and ,complete to the best of my knowledge. 1 understand that Wail required parts of
this application are not completed and that if all required supporting documentation and attachtnerits are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated. 1 also understand that if all required parts of this application pack • .e are not completed.
and that if all required supporting information and attachments are not included, this application 'package will be returned to
me as incomplete.
NOTE In accordance with General Statutes .143:11, A and 1.415,613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be ilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: _ Date:
FORM: FTA 04-16
Page 5 of 5

Business Registration Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT of THE
Secretary SECRETARY of STATE
PO Box 29622 Raieigh,NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: H&H Homes Realty, LLC
Prev Legal: H&H New Homes Realty, LLC
Limited Liability Company information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1479068
Current -Active
Current
Domestic
11/3/2015
Rostefter, Jack
Reg Office: 2919 Breezewood Avenue Suite 400
Fayetteville, NC 28303
Reg Mailing: 2919 Breezewood Avenue Suite 400
Fayetteville, NC 28303
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/Search/profcorp/11865970
9/1/2017

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dit a ,rF .F �° E.aer r' e low Tracking/Acceptance for Sewer Extension Applications
esou
(VISE 04-16)
Entity Requesting Allocation:
Project Name for which flow is being, requested: Creek Park Subdiw ision - Phase I
Afore than one FTSE rrr a: > r t atarc>r./f rar ca singl prr;ee
stations ahmg the router, 'the proposed it astew3%ater flown.
1. Complete this section only
a. \VVWTP Facility Narne:
h. W WTP Fa_cPermit
c, WWII' facility ns perniit:ted flow
ner of the wastewater treatment plant..
3.35
c➢. Estimated obligated Clow not yet tributary to the °WTP 1.255
e. 'WWTP facility's actual avg, flow
f. Total flow for tspecific request
1.01.5
0.032
"Total actual and c bliwzated flows to the facility'` 2,27
'ercent of permitted floww used
67.7'?%u
Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flown,
t pump stations located bet. ww`een the proje
Pump
Station
(Name or
Number)
7
irin
city, *
nection point and the W\V 1 P:
(A) (8) (C,) (D)-(i;+C) (F)=(A-D)
Design Obligated,
Average Daily Approx, Not Yet Total Current
Flow** Current Avg. Tributary Flow Plus
(t:irira ! pf), Daily Flow, Daily FlOW, Obligated A.vaita.ble
MGD MGI:) MGD Flow Capacity***
7,776 5.110 L655 1.l)C 2.715 ().3
** Design Average Daily 1 1
factor (pi) not less than Z.a.
*** A Planning Assessment Addendum shall he attached for each pump station located
between the project connection point and the WWTI' where the Available Capacity is < U.
pump station is defined as the maximum pumped flow that
•gest pump taken out of service.
ice.
r rw is the firm capacity of the pup station divided by a pealing,
Downstream Facility Name (Sewer): Lincoln Count y° Sew er System
Downstream Permit Number:
149
FTSE 046

III. Certification Statement:
I Donald V. Chamblee certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
'DJ)/
Signing Official Signature
Date
Page 2 of 6
FTSE 04-16

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 04-16

Instructions for Flow Tracking/Acceptance form (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.
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]
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 Iike this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
£=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:
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 FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

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.
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS 0.800 0.320
Valley Road PS
L895 0.758
Approx.
Current Avg.
Daily Flow,
MGD
(C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity*
0.252 0.080 0.332 -0.012
0.472
0.135
0.607 0.151
Page 5 of 6
FTSE 04-16

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 Trackina/Acceptance for Sewer Extension Permit Application
elevates this project'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 Iikelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 04-16

mUSGS
U. IR, OIMOLCOICAL MUMMY
1 OS Togo

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
H&H Homes, :I_ nci
Creek Park Subdivision
'Professional. Engineer Name
Engineering Firm Name
Dan 'E Brewer P E1
ESP Associates,P::AT
Location
ID
Name of Waterbody1
Flfiian-Cr
County
din oc In
River
Basin
Cat
Waterbody Stream
Index No.
1 '.11.s:-2{95)
c
Waterbody
Classification
1 J
_J
1
r
1 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
***END OF FORM WSCAS 08-13 ***
otill
�•``p���FES51�j -r:
Ar'17582
FORM: WSCAS 08-13
Pagel of1

SANITARY SEWER CALCULATIONS
CREEK PARK SUBDIVISION
Prepared for:
H & H Homes, Inc.
2919 Breezewood Avenue, Suite 400
Fayetteville, NC 28303
Prepared by:
ESP Associates, P.A.
P.O. Box 7030
Charlotte, NC 28241
[phone]
Project Number: EO72.400
Original: September 1,2017
ESP Associates, P.A.

NARRATIVE
Creek Park Subdivision is a 170 lot single family subdivision situated on
approximately 85 acres. Phase 1 is a 106 lot single family subdivision of
approximately 27 acres. The property is situated north of the intersection of
Drury Lane and N. Little Egypt Road. The development includes an
approximately 40,000 s.f. amenity site.

Wastewater Collection System
Creek Park Subdivision
Lincoln County, NC
September 7, 2017
CHECK FLOW FROM VERDICT RIDGE TO NORTH OF COUNTY SCHOOLS
Average Daily Flow estimate:
Number of Dwellings: 170
Estimated Usage/capita: 240 GPD
Pool/clubhouse usage: 7,200 GPD estimate
Average Daily Flow: 48,000 GPD
Average Flow at Site:
Canopy Creek
Killian Creek
Verdict Ridge:
Windsor Forest:
Lift Station #21:
Creek Park (From Above):
Total:
Existing Sanitary Sewer line:
Pipe Size:
Flow depth y:
50% Depth:
Q=AV
V=1.49/n*(Rh)2/3*51/2
Existing Sanitary Sewer line:
Minimum slope used, s:
Manning's n:
Pipe Size:
(Proposed)
(Proposed)
Allocated
36,480 GPD
14,160 GPD
147,480 GPD
17,280 GPD
11,250 GPD
48,000 GPD
274,650 GPD
0.42 CFS
Current Approx. Flow
0 GPD
0 GPD
83,760 GPD
10,080 GPD
11,250 GPD
48,000 GPD
153,090 GPD
0.24 CFS
15 " From Attached Calculations
0.34 FT
V=
A=
P=
Q=
50% Full Capacity:
Allocated Flow Depth:
50% Capacity Depth:
OK (based on above flow)
0.0016 ft/ft
0.013
15"
2.11 fps
0.61 sf
1.96 ft
1.30 cfs
837,204 GPD
1.30 CFS
0.34 ft
0.625 ft

CHECK FLOW FROM COUNTY SCHOOLS TO 30'
Average Flow at Schools:
North of Schools (From Above):
Trilogy A:
Trilogy B-C (Partial):
Clubhouse:
Welcome Center:
Lincoln County Schools:
Lincoln County Schools:
Total:
Existing Sanitary Sewer line:
Pipe Size:
Flow depth y:
Existing Sanitary Sewer line:
Minimum slope used, s:
Manning's n:
Pipe Size:
' GRAVITY AT TRILOGY
Allocated
274,650 GPD
30,240 GPD
24,240 GPD
10,000 GPD
300 GPD
14,307 GPD
9,840 GPD
363,577 GPD
0.56 CFS
Current Approx. Flow
153,090
30,240
24,240
0
300
14,307
9.840
232,017
0.36
15 " From Attached Calculations
0.36 FT
V=
A=
P=
Q=
50% Full Capacity:
OK (based on above flow)
0.0022 ft/ft
0.013
15"
2.48 fps
0.61 sf
1.96 ft
1.52 cfs
981,709 GPD
1.52 CFS
Allocated Flow Depth: 0.36
50% Capacity Depth: 0.625
ft
ft
GPD
GPD
GPD
GPD
GPD
GPD
GPD
GPD
CFS

CHECK FLOW FROM 30" GRAVITY TO KILLIAN CREEK P5 (36" GRAVITY)
Average Flow at Pump Station: Allocated Current Approx. Flow
From Above: 363,577 GPD 232,017 GPD
Trilogy B & C (Partial): 19,920 GPD 13,200 GPD
Trilogy G&H: 36,000 GPD 36,000 GPD
Trilogy F: 17,040 GPD 17,040 GPD
From PS 15: 1,970,000 GPD 1,534,630 GPD
Total: 2,406,537 GPD 1,832,887 GPD
3.72 CFS 2.84 CFS
Existing Sanitary Sewer line:
Pipe Size: 30 " From Attached Calculations
Flow depth y: 1.108 FT OK (based on above flow)
Existing Sanitary Sewer line:
Minimum slope used, s: 0.0005 ft/ft
Manning's n: 0.013
Pipe Size: 30 "
V = 1.87 fps
A = 2.45 sf
P = 3.93 ft
Q = 4.60 cfs
50% Full Capacity: 2,971,688 GPD
4.60 CFS
Allocated Flow Depth:
50% Capacity Depth:
1.11 ft
1.250 ft

CHECK FLOW FROM KILLIAN CREEK PS
Average Flow at Pump Station: Allocated Current Approx. Flow
From Above: 2,406,537 GPD 1,832,887 GPD
Trilogy D: 104,640 GPD 0 GPD
Trilogy E: 67,920 GPD 0 GPD
Trilogy K: 12,000 GPD 0 GPD
Total: 2,591,097 GPD 1,832,887 GPD
4.01 CFS 2.84 CFS
Existing 30" Sanitary Sewer line:
Pipe Size: 30 " From Attached Calculations
Flow depth y: 0.50 FT OK (based on above flow)
Minimum slope used, s:
Manning's n:
Pipe Size:
0.0123 ft/ft
0.013
30"
V = 9.29 fps
A = 2.45 sf
P = 3.93 ft
Q = 22.81 cfs
50% Full Capacity: 14,739,092 GPD
22.81 CFS
Allocated Flow Depth:
50% Capacity Depth:
0.50 ft
1.250 ft
Existing 36" Sanitary Sewer line:
Pipe Size: 36 " From Attached Calculations
Flow depth y: 1.01 FT OK (based on above flow)
Minimum slope used, s:
Manning's n:
Pipe Size:
0.0006 ft/ft
0.013
36"
V = 2.32 fps
A = 3.53 sf
P = 4.71 ft
Q = 8.19 cfs
50% Full Capacity: 5,293,511 GPD
8.19 CFS
Allocated Flow Depth:
50% Capacity Depth:
1.01 ft
1.500 ft

Normal depth in a partially full circular culvert, Victo
iguel Ponce, San Diego State University Page 1 of 3
CHECK FLOW FROM VERDICT RIDGE TO NORTH OF COUNTY SCHOOLS
el06.php: Normal depth in a partially full ter culvert
Formulas
2 (y/D}
A (D2/8 (e _ sine)
V = Q/A
INPUT DATA:
Select:
Pipe diameter D:
Discharge Q:
Bottom slope S:
Manning's n:
SI units (metric)
U.S, Customary units
1,25
0.42
efs
J.0016 I
.013
ft
ft/ft
INTERMEDIATE CALLS:
Constant k: 1.486
Flow area A: 0,271 ft2
Wetted perimeter P: 1,373 ft
Hydraulic radius R: 0.197 ft
Relative depth y/D: 0.272
Froude number [based on y]: 0,468
OUTPUT:
Flow depth y: 0.340 ft
Flow velocity V: 1.549 fps
Calculate
Reset
Your request was processed at 08:15:46 am on September 7th, 2017 (1709C)7 08:15:46 ].
Thank you for running onllnechannel_06, Please call again. (1408181
You created this PDF from en application that is not licensed to print to novaPDF printer (http://www.novapdf.com) 9/7/2017

Normal depth in a partially full circular culvert, Victor Miguel Ponce, San Diego State University Page 1 of 3
CHECK FLOW FROM COUNTY SCHOOLS TO 30" GRAVITY AT TRILOGY
onlinechanne106.php: Normal depth in a partially full circular culvert
Formulas
e 2 cos-1[1 - 2 (y/D)
A = (D2/8) Se - sin0)
P re
= A/P
( k /n AR2 3Si / 2
INPUT DATA:
Select:
SI units (metric)
U.S. Customary units
Pipe diameter D:
Discharge Q:
Bottom slope S:
Manning's n:
1.25
.56
.0022
013
ft
ft/ft
INTERMEDIATE CALCS:
Constant k: 1.486
Flow area A: 0.297 ft2
Wetted perimeter P: 1.424 ft
Hydraulic radius R: 0,208 ft
Relative depth y/D: 0.291
Froude number [based on y]: 0.550
OUTPUTt
Flow depth y: 0.363 ft
Flow velocity V: 1.885 fps
Calculate
Reset
Your request was processed at 08:25:00 am on September 7th, 2017 [170907 08:25:00 ].
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9/7/20l 7

Normal depth in a partially full circular culvert, Victor Miguel Ponce, San Diego State University Page 1 of 3
CHECK FLOW FROM 30" GRAVITY TO KILLIAN CREEK PS (36'" GRAVITY)
oniinechannnI06µphp: Normal depth in a partially full circular culvert
Formulas
R = A/P
AR
2
V = Q/A
INPUT DATA:
Select:
SI units (metric)
U.S. Customary units
Pipe diameter D:
Discharge Q:
Bottom slope S:
Manning's n:
3.72
.0005
cfs
.©13
ft
ft/ft
INTERMEDIATE CALLS:
Constant k: 1.486
Flow area A: 2.100 ft2
Wetted perimeter P: 3.642 ft
Hydraulic radius R: 0.576 ft
Relative depth yID: 0.443
Froude number [based on y]: 0.296
OUTPUT:
Flow depth y: 1,108 ft
Flow velocity V: 1.770 fps
Calculate
Reset
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9/7/20 l 7

Normal depth in a partially full circular culvert, Victor Miguel Ponce, San Diego State University Page 1 of 3
CHECK FLOW FROM KILLIAN CREEK PUMP STATION
(30" DIAMTER PIPE)
onlincchanne106.php: Normal depth in a partially full circular culvert
Formulas
2(y/D)
A = (D2/B) (e - sine)
P re
R = A/P
V Q/A
INPUT DATA:
Select:
Pipe diameter D:
Discharge Q:
Bottom slope S:
Manning"s n:
SI units (metric)
U.S„ Customary units
2.5
4.01
cfs
.0123
ft/ft
INTERMEDIATE CALLS;
Constant k: 1.486
Flow area A: 0.702 ft2
Wetted perimeter P: 2.322 ft
Hydraulic radius R: 0.302 ft
Relative depth yfD: 0.200
Froude number [based on y]: 1.421
OUTPUT
Flow depth y: 0:501 ft
Flow velocity V: 5.711 fps
Calculate
Reset
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Normal depth in a partially full circular culvert, Victor Miguel Ponce, San Diego State University Page 1 of 3
CHECK FLOW FROM KILLIAN CREEK PUMP STATION
(36" DIAMETER PIPE)
onlinechanne106.php: Normal depth in a partially full circular catlw
Formulas
2 (y/D) 1
sine)
P = r6
R = A/P
(k/n) AR2/3S112
V = 4/A
NPIJT DATA:
Select:
SI units (metric)
U.S. Customary units
Pipe diameter D:
Discharge Q:
Bottom slope S:
Manning's n:
4.©1
.013
©006
cfs
ft
ft/ft
INTERMEDIATE CALCS:
Constant k: 1.486
Flow area A: 2.097 tt2
Wetted perimeter P: 3.719 ft
Hydraulic radius R: 0.564 ft
Relative depth y/D: 0,337
Froude number [based on y]: 0.334
OUTPUT:
Flow depth y: 1.012 ft
Flow velocity V: 1.911 fps
Reset
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9/7/2017

Wastewater Collection System
Creek Park
Lincoln County, NC
September 1, 2017
By: RIG
Checked: DB
CANOPY CREEK - SEWER CAPACITY
DESIGN CRITERIA
50% CAPACITY
FROM
TO
SLOPE (FT/FT)
HOUSES
FLOW (GPD)
FLOW (CF5)
MANNING'S N
PIPE SIZE (IN)
V (FPS)
A (SF)
P (FT)
Q (CFS)
Q (GPD)
MH-1
EX-MH
0.0605
170
40,800
0.0631
0.013
8
8.54
0.17
1.05
1.49
963,043
„'',
a
MI-1-2
MH-1
0.0941
170
40,800
0.0631
0.013
8
10.65
0.17
1.05
1.86
1,201,055
MH-3
MH-2
0.0970
106
25,440
0.0394
0.013
8
10.81
0.17
1.05
1.89
1,219,422
MH-4
MI-I-3
0.0265
96
23,040
0.0357
0.013
8
5.65
0.17
1.05
0.99
637,369
MH-5
MH-4
0.0146
88
21,120
0.0327
0.013
8
4.19
0.17
1.05
0.73
473,091
MH-6
MH-5
0.0091
80
19,200
0.0297
0.013
8
3.31
0.17
1.05
0.58
373,498
MH-7
MH-6
0.0104
76
18,240
0.0282
0.013
8
3.54
0.17
1.05
0.62
399,287
*MI-8
MH-7
0.0134
75
25,200
0.0390
0.013
8
4.02
0.17
1.05
0.70
453,232
MFI-9
•MH-8
0.0138
70
16,800
0.0260
0.013
8
4.08
0.17
1.05
0.71
459,947
MH-10
MH-9
0.0186
63
15,120
0.0234
0.013
8
4.73
0.17
1.05
0.83
533,980
MH-11
MH-10
0.0145
55
13,200
0.0204
0.013
8
4.18
0.17
1.05
0.73
471,468
MH-12
MH-11
0.0045
52
12,480
0.0193
0.013
8
2.33
0.17
1.05
0.41
262,648
MH-13
MH-12
0.0045
44
10,560
0.0163
0.013
8
2.33
0.17
1.05
0.41
262,648
MH-14
MH-13
0.0045
44
10,560
0.0163
0.013
8
2.33
0.17
1.05
0.41
. 262,648
MH-15
MH-14
0.0450
3
9,170
0.0142
0.013
8
7.36
0.17
1.05
1.29
830,566
MH-16
MH-15
0.0350
1
240
0.0004
0.013
8
6.49
0.17
1.05
1.13
732,491
M H-34
MH-15
0.0045
32
7,680
0.0119
0.013
8
2.33
0.17
1.05
0.41
262,648
MH-35
MH-34
0.0045
24
5,760
0.0089
0.013
8
2.33
0.17
1.05
0.41
262,648
MH-36
MH-35
0.0040
13
3,120
0.0048
0.013
8
2.20
0.17
1.05
0.38
247,627
MH-37
MH-36
0.0040
11
2,640
0.0041
0.013
8
2.20
0.17
1.05
0.38
247,627
M14-38
MH-37
0.0040
2
480
0.0007
0.013
8
2.20
0.17
1.05
0.38
247,627
MH-39
MH-38
0.0045
7
1,680
0.0026
0.013
8
2.33
0.17
1.05
0.41
262,648
MH-40
MH-39
0.0045
3
720
0.0011
0.013
8
2.33
0.17
1.05
0.41
262,648
MH-33
MH-14
0.0525
2
480
0.0007
0.013
8
7.95
0.17
1.05
1.39
897,114
MH-32
•MH-8
0.0200
1
240
0.0004
0.013
8
4.91
0.17
1.05
0.86
553,711
MH-30
MH-3
0.0060
5
1,200
0.0019
0.013
8
2.69
0.17
1.05
0.47
303,280
MH-31
MH-30
0.0060
2
480
0.0007
0.013
8
2.69
0.17
1.05
0.47
303,280
MH-17
MH-2
0.0060
64
15,360
0.0238
0.013
8
2.69
0.17
1.05
0.47
303,280
,.
w
m
n
MH-18
MI-17
0.0112
64
15,360
0.0238
0.013
8
3.67
0.17
1.05
0.64
414,359
MH-19
MH-18
0.0422
64
15,360
0.0238
0.013
8
7.13
0.17
1.05
1.24
804,312
MH-20
MH-19
0.0212
64
15,360
0.0238
0.013
8
5.05
0.17
1.05
0.88
570,080
MH-21
MH-20
0.0150
36
8,640
0.0134
0.013
3
4.25
0.17
1.05
0.74
479,528
MH-22
MH-21
0.0150
34
8,160
0.0126
0.013
8
4.25
0.17
1.05
0.74
479,528
MH-23
MH-22
0.0150
30
7,200
0.0111
0.013
8
4.25
0.17
1.05
0.74
479,528
MH-24
MH-23
0.0150
24
5,760
0.0089
0.013
8
4.25
0.17
1.05
0.74
479,528
MH-25
MH-24
0.0200
21
5,040
0.0078
0.013
8
4.91
0.17
1.05
0.86
553,711
MH-26
MH-25
0.0450
13
3,120
0.0048
0.013
8
7.36
0.17
1.05
1.29
830,566
MH-27
MH-26
0.0500
8
1,920
0.0030
0.013
8
7.76
0.17
1.05
1.35
875,494
MH-28
MH-27
0.0550
5
1,200
0.0019
0.013
8
8.14
0.17
1.05
1.42
918,226
MH-29
MH-28
0.0200
1
240
0.0004
0.013
8
4.91
0.17
1.05
0.86
553,711
MH-41
MH-20
0.0250
14
3,360
0.0052
0.013
8
5.49
0.17
1.05
0.96
619,068
MH-42
MH-41
0.0150
6
1,440
0.0022
0.013
8
4.25
0.17
1.05
0.74
479,528
MH-43
MH-42
0.0440
3
720
0.0011
0.013
8
7.28
0.17
1.05
1.27
821,286
*Amenity area sewer service connects between MN-32 and MH-8. Design Is not complete but assumed 120' x 120' Recreational Facility, 50 gal/100 sq. ft. 7,200 GPD
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK

Resources
Quality
February 1, 2017
Chris Henderson
Engineering Associate
Lincoln County Public Works
115 West Main Street
Lincolnton, NC 28092
Subject: Killian Creek WWTP, NPDES # NC0088722
Residential Flow Reduction
Lincoln County
Dear Mr. Henderson:
ROY COOPER
Governor
MiCHA,EL S. REGAN
Secretory
S. JAY Z MMERMAN
Director
RE IVEDDE,NRJdWR
DEC 20 2017
Water Resources
Permitting Section
On January 29, 2007 the Division of Water Quality (now Division of Water Resources) granted a
flow reduction for residential flow to Middle Forney Creek WWTP (NC0074012). Middle Forney
Creek has been decommissioned and the NPDES permit rescinded. The flow previously being
treated at Middle Forney Creek WWTP is now being treated at Killian Creek WWTP. All areas
currently served by Kilian Creek WWTP and conveyed through pump stations # 15 and # 37
were included in the analysis done for the flow reduction granted in 2007.
Based upon the data provided by the County for the 2007 flow reduction, the Division of Water
Resources hereby approves the use of 80 GPD per residential bedroom, with a minimum of 160
gpd for one and two bedroom units in all applicable non -discharge permit applications to Killian
Creek WWTP (NC0088722). Flow shall be incremented by 80 gpd for each bedroom above two.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the NPDES permit for the treatment facility of exceed
the capacity of the sewers downstream of nay new sewer extensions or service connection(s).
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and /or modifying the flow reduction as allowed by the laws, rules, and regulation
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changed in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
State of North Carolina I Environmental
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-707-91100

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

ESP
ESP Associates, P.A.
NCDEQ/DWR
Water Quality Section — Wastewater Branch
PERCS UNIT
1617 Mail Service Center
Raleigh, NC 27699-1636
SUBJECT: Creek Park Subdivision — Phase I
695 N. Little Egypt Road
Application for Sewer Extension
Lincoln County, NC
Ladies and Gentlemen,
August 23, 2017
ESP Associates has prepared the attached Fast -Track Application for Gravity Sewer
Extension. Included in the application is listed below:
• Fast -Track Sewer System Extension Application (FTA 04-16) with
documentation
• A check for the application fee in the amount of $480
• Flow Tracking/Acceptance for Sewer Extension Application (FTSE 04-16)
• Site Maps
• Developer's Operational Agreement (DEV 08-13)
This project involves a proposed 8-inch gravity sanitary sewer to serve I 70 residential
units. The proposed sewer will discharge into the existing County's gravity sewer trunk
line along Killian's Creek with an estimated average daily flow of 41,200 gpd.
Please do not hesitate to contact me if you have any questions or comments.
Sincerely,
ESP Associates, P,A.
eAt.4fre-'"
Dan Brewer, RE.
Senior Project Manager
RECEIN/FnirDV+IR
DEC?0 2.011
Waiteesourcos
Perm action
2048.4 Currier Drive Suiic I) - Cornelius, ,NC 28031
L800.060,7317 704..990.9428 tax 704.581,49SO
vivvvv,espiassociutes.coin,

DEPARTMENT
PHONE
COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2 V$ FLOOR CITIZENS CENTER, LINCOLNTON. NORTH CAROLINA
28092
UBLIC WORKS
[phone]
FAX [phone]
WWW.LINCOINCOUNTY,ORC
December 12, 201.7
ESP Associates, P. A.
Attn: Dan Brewer
20484 Chartwe11 Center Drive. Suite D
Cornelius, NC 28031
RE: Creek Park Subdivision Pfrase 1
1t=lr. Brewer,
This letter is provided in response
wastewater treatment i.
(the 'Project"). Lincoln County (the'
Creek Wastewater Treatment Plant to treat the dog
grant approval for the Project.,, subject
est, dated August 17, 2017, for flow acceptance
r° #rwe C.reh P trl Subdivision Phase 1 Development
-age daily flow capacity at its Killian
s requested, and does coridnionailr
however, to the terms and conditions belong:
1.. The amount of flow requested for the Project is 1
flow of 32,640 gallons per day of additional flow at
240 gallons per day per home into LS-37, and
2, For the NCL)I: NR Permits.
Permit #NC 0088722, The sewer c.olleeti
District, Permit #V QCS 00149); and
106 lots and TM:
oral
NCDE-NR approved reduced ate of
er treatment
coin Colt
an Creek WWTP,
er and Sewer
3. The County shall not be named as the Perrtaittee. on NCD[NR system applications. You :must -
make the application to NCD.ENR in your own name for the System: and
4. Acceptance of the System and iransf
following:
System to the C"ounty is subject to the
a. A complete final inspection and approval of the System by the County, and receipt of other
applicable documentation requested by the Count, and
b. Approval of the System by NCDPNR, and proof provided to the County of a valid penilit.
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 Depaartment in writing when construction of
the l'rc iect is irtitiatecl; rand
d, The County contint domes
wastewater as requested at tore tune all ether conditions precedent have been satisfied.

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

Permit Number
Central Files: APS
WQ0039715 Permit Tracking Shp
SWP
1/9/2018
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1,00
Primary Reviewer
orituvia
Coastal SWRuIe
Permitted Flow
32,640
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Creek Park Subdivision
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Lincoln
Facility Contact Affiliation
Owner Name
H & H Homes Inc
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Kerry Avant
2919 i3reezewood Ave
Fayetteville
NC 28303
Orig issue App Received
119/2018 12/22/2017
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Outfall
Public Notice Issue
Effective Expiration
/9/2018 1/9/2018
Requested /Received Ev
Additional information requested 1/9/18
Additional information received 1/9/18
Waterbody Name
Sireamindex Number Current Class Subbasin