WQ0039307_Regional Office Historical File Pre 2018

Water Resources
ENWRONMCN`rAL QTVAL1T'Y
June 30, 2017
Court Anne Sloan, Member
Shinnville Ridge Road, LLC
20607 Bethel Church Road
Cornelius, NC 28031
ROY COOPER
Governor
AEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Drrector
Subject: Permit No. WQ0039307
Shinnville Ridge Road, LLC
Kinsley Subdivision Phase 1
Wastewater Collection System Extension Perrni
Lincoln County
Dear Court Anne Sloan:
In accordance with your application received June 27, 2017, we are forwarding herewith Permit No.
WQ0039307 dated June 30, 2017 to Shinnville Ridge Road, LLC (Pennittee) 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 1I.1: This permit shall not be automatically transferable; a request must be made and approved.
Condition 1I.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 1 5A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through § 143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
State of North Carolina I Environmental Quality Water Resources i Watert trality Regional Operations
Mooresville Regional (ME 610 East Center Avenue, Suite 3011 Mooresville, ltiuttlt Carolina 28115
704 663 1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right tQ
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuviaCc�ncdenr.gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Jeff McCluskey (P.E.) (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page2of8

i;
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
Shinnville Ridge Road, LLC
Lincoln County
for the construction and operation of approximately 1,133.78 linear feet of 8-inch gravity sewer ; a —
94.4 gallon per minute pump station equipped with an on -site audible and visual high water
alarms, telemetry, and a permanent generator with automatic transfer switch; as well as
approximately 2,577 linear feet of 4-inch force main, to serve 18 units as part of the Kinsley
Subdivision Phase 1 development, and the discharge of 4,320 gallons per day of collected wastewater
into the Water and Sewer Authority of Lincoln county existing sewerage system, pursuant to the
application received June 27, 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
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039307
Permit Xssued: June 30, 2017
Page 3of8

SUPPLEMENT TO PERMIT COVER SHEET
Shinnville Ridge Road, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the East Lincoln Sewer District Killian
Creek 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 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 Perrnittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 4,320 GPD, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow
has been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)].
H. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15A NCAC
02T.0110]
3 This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. Ifan individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 8

I
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:.
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
J.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

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 11 of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(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. [15A NCAC 02T.0108(b)]
7, Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system. extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including 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
Page 5 of 8

I
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
• 8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall• not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested front the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes § 143-215.6A
through § 143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: SHINNVILLE RIDGE ROAD, LLC
PERMIT #: WQ0039307
PROJECT: KINSLEY SUBDIVISION PHASE 1
ISSUE DATE: JUNE 30, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Narne, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Ehaineer in the State of North Carolina,
having been authorized to observe (0 periodically, EJ weekly, Li full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Li Final E Partial (include description)
Certification Com ents/Quali e (attach if n c ssary):
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

• STAI'h OF NORTH CAROLINA
COUNTY OF Lincoln Permit No. WQO q 307
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 5th day
of
May 2017 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Shinnville Ridge Partners, LLC , a eorporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Lincoln County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Kinsley Subdivision -Phase 1 (hereinafter the Development).
2. The DEVELOPER desires,, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C 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) Kinley Subdivision HOA (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM. DEV 01-15 Page 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element, which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5, The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available
to repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such actionas is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal. System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
S. 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.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
S. Jay Zimmerman, Director
Division of Water Resources
a , 7.,c) r
(Date).
Shinnville Ridge Partners, LLC
Name of DEVELOPER
By: ((AAP
(Signature)
Court Anne Sloan - Member
Print Name and Title
(Date)
J
Ali
FORM: DEV 01-15
Page 2 of2

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Page c I cal'. 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessitybeen attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV been attached?
® Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: H:OA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T ,0103 20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ® Yes
➢ Yves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(11)
Daily Design Flow'.b
No. of Units
Flow
Single -Family
240 gal/lot/day
18
4,320 GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gaV
GPD
Total
4,320 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 4,320 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

I
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & iNIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1133.78
PVC & DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MAC
VIII. PUIIP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.480355° Longitude:-80.9975I7°
3. Design flow of the pump station: .000432 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 94.4 gallons per minute at 60.4 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
iNfaterial
4
2577
PVC & DIP
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

LX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305M):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (a1
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B. SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
* *Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ lnformation can be obtained from the 401 & Buffer Permitting Branch
❑ Yes ® No
5. Does project comply with i5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 1SA NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

Fr
X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC v2T,. the Minimum Design Criteria for the Permitting of Pump Stations.
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteriailatest 'version) as applicable?
Yes Q No
of No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional
s Certification:
sional Eris 's name from Application Item
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 hest of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
3. Applica
North Carolina Professional Engineer's seal, signature, and date:
ation per 15A NCAC 02T .0106(b):
at this application fo
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition.
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments arc not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with t"iencral Statutes I43-215.6A and 143-215,6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
FORM: FTA 04-16
Page 5of5

Pr,
oJ!s!1
L.J:. sicn of Water LResoarccs
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Shinnville Ridge Partners, LLC
Project Name for which flow is being requested: Kinsley Subdivision Phase 1
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Killian Creek WWTP
b. WWTP Facility Permit #: NC0088722
All flows are in MGD
c. WWTP facility's permitted flow 3.35
d. Estimated obligated flow not yet tributary to the WWTP 0.886
e. WWTP facility's actual avg. flow 1.015
f. Total flow for this specific request 0.004
g. Total actual and obligated flows to the facility 1.901
h. Percent of permitted flow used 56.7%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
#37 7.776 3.110 1.655 0.886 2.541 0.569
#15 5.400 2.160 1.444 0.656 2.100 0.060
* 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.
Downstream Facility Name (Sewer): Lincoln County Sewer System
Downstream Permit Number: WQCS00149
Page 1 of 6
FTSE 04-16

IJI. Certification Statement:
I Donald V. Chamblee, Jr. 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.
‘ tect Iram.c7
Signing Official Signature Date
Page 2 of 6
FTSE 04-16

ppr
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station Listed in Section II where Available
Capacity is < O.
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 Iikelihood 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 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 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.
(A) (8)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS
Valley Road PS
0.800 0.320
1.895 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

Pr'
Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b_ The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project'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 04-16

IPPP7
atwa
COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
1NWW.LI NCOLNCOUNTY.ORG
June 20, 2017
ShinnvilIe Ridge Partners, LLC
Attn: Chad Cooke
20607 Bethel Church Road
Cornelius, NC 28031
RE: Kinsley Subdivision Phase I Sewer Availability
Mr. Cooke,
This letter is provided in response to your request, dated April 07, 2017, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Kinsley Phase 1 Development (the "Project").
Lincoln County (the "County") has the actual average daily flow capacity at its Killian Creek Wastewater
Treatment Plant to treat the domestic wastewater as requested, and does conditionally grant approval for
the Project, subject, however, to the terms and conditions below:
1. The amount of flow requested for the Project is for 18 lots with a total flow of 4,320 gallons
per day of additional flow at the NCDENR approved reduced flow rate of 240 gallons per day per
home into LS-15; and
2. For the NCDEQ Permits, the receiving sewer treatment facility is the Killian Creek WWTP,
Permit #NC 0088722. The sewer collections facility is the East Lincoln County Water and Sewer
District, Permit #WQCS 00149; and
3. The County shall not be named as the Permittee on NCDEQ system applications. You must
make the application to NCDEQ in your own name for the System; and
4. Acceptance of the System and transferal of the System to the County is subject to the
following:
a. A complete final inspection and approval of the System by the County, and receipt of other
applicable documentation requested by the County; and
b. Approval of the System by NCDEQ, and proof provided to the County of a valid permit issued
by NCDEQ with an Authorization to Construct (ATC); and
c. Initiating construction of the Project within two years of the date of this conditional approval.
You must notify the Lincoln County Public Works Department in writing when construction of
the Project is initiated; and
d. The County continuing to have actual average daily flow capacity to treat the domestic
wastewater as requested at the time all other conditions precedent have been satisfied.

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

E:
au��t,FEtt;,
Al I. S, REGAN
/INIiv{1 ERMAN
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:
On January 29, 2007 the Division of Water Quality (now Division of Water Resources) granted a
flow reduction for residential flow to Middle Forney Creek WWTP (NC0074012), Middle Forney
Creek has been decommissioned and the NPDES permit rescinded. The flow previously being
treated at Middle Forney Creek WWTP is now being treated at Killian Creek. WWTP. All areas
currently served by Killian Creek WWTP and conveyed through pump stations # 15 and # 37
were included in the analysis done for the flow reduction granted in 2007.
Based upon the data provided by the County for the 2007 flow reduction, the Division of Water
Resources hereby approves the use of 80 GPD per residential bedroom, with a minimum of 160
gpd for one and two bedroom units in all applicable non -discharge permit applications to Killian
Creek WWTP (NC0088722). Flow shall be incremented by 80 gpd for each bedroom above two.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the NPDES permit for the treatment facility of exceed
the capacity of the sewers downstream of nay new sewer extensions or service connection(s).
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and /or modifying the flow reduction as allowed by the laws, rules, and regulation
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changed in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
.aE x ku. Nt'- h Corgi hna "? a°' {-16P7

if you have any questions, please contact me at [phone], or via email at
[e-mail].
Sincerely,
for 5. 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)

SANITARY SEWER
CALCULATIONS
LATI©NS
KINSLEY SUBDIVISION -PHASE 1
NATALIE COMMONS DRIVE
DENVER (LIN COLN COUNTY), NC
ENGINEERING
110Ben C e 400
Charlotte, No 8262
[phone]
P OJECT NO. 164 39
DATE. 4/10/17

TABLE OF CONTENTS
SECTION 1 - SUMMARY
I. EXECUTIVE SUMMARY
SECTION 2 - SANITARY SEWER
CALCULATIONS
I. CALCULATIONS
ENGcry ERINU

SECTION I - S UMMAR Y
ENGINEERING

Executive Summary
The sanitary sewer pump station was modeled to determine the required flowrate and total dynamic
head (TDH) for the system. The subdivision will be constructed in 2 phases which include 18 lots in
phase 1 and 53 lots in phase 2. The pump station calculations are based on the buildout condition of 71
lots. Based on the special allocation that Lincoln County has received for single family residential of
240 GPD/lot the average daily flow for 71 lots is 17,040 GPD which is 12 GPM.
Based on a peaking factor of 2.5 this works out to a peak flow of 30 GPM.,l3ased on the Lincoln
County requirement of the sanitary sewer force main being a minimum 4" and the state requirement that
the force main have a minimum velocity of 2 fps the pump selection is for Sulzer ABS model XFP
081C-VX PE 45/2 pumps (duplex). Based on the pump curve this pumps will deliver 94.4 GPM at 60.4
TDH. As indicated with the calculations the pump will cycle 4.4 times per hour which is in excess of
the required 2 times per hour.
The head calculations indicate that based on a flowrate of 94 GPM and the 4" pipe length of 2,575
linear feet that the expected velocity is 2.41 fps. The calculations indicate a head difference of 49.33
feet (connection at gravity sanitary sewer in NC 16 Business is 842.08 and the discharge at the wet well
is 792.75). With a velocity of 2.41 fps this yields a head loss of 9.14 feet. The suction and discharge
head loss is 0.5 feet and finally the minor head loss due to the fittings and bends is 0.96 feet. The
summation of these head losses is 60.42 feet.
The connection point to the existing sanitary sewer system is a gravity manhole. The 4" forcemain will
connect 2' above the existing invert to provide a free flowing condition.
2
ENGINEERING

SECTION 2 - SANITARY SEWER CALCULATIONS
ENGINEERING

Pump Station Design
Project No.:
1 &039
Project:
[Tinsley Subdivision
Designed by:
JDM
Location:
Lincoln Coun y, NC
Checked by:
JDM
Date:
15-Jun-17
Pump Station specifications:
Avg. dailyfiow
=
71
LCPW special allocation
of 240 GPDfLot
=
17,040
GPD
=
12
GPM
Peak inflow rate
=
(2.5)
(12)
=
30
GPM
Pumping rate
=
94.4
GPM
TDH
=
60.42
ft.
Pumps
=
Sulzer ABS
Model No.
XFP 081C-VX PE45/2
3510 RPM
XX.1 Impeller
Motors
=
6 HP, 3 phase, 460V
1
Discharging Piping,
inside station to tee after valve vault = 3" DIP
Outside station = 4" PVC
Force Main
=
4
in.
Diameter (D)
Wet well diameter
=
6
ft.
Wet well levels at full development
"D"
Rim
=
805.25
"C"
Finish grade
=
802.33
"E"
Influent in
=
795.82
High water alarm
=
794.75
"G"
Lag pump on
=
794.25
"H"
Lead pump on
=
793.75
"I"
Lag off
=
793.25
"I"
Lead pump off
=
793.25
Impeller elevation
=
792.75
Wet well invert
=
792.25
"L"
Bottom elevation
=
790.75
Cycle time - give volume and flow:
Volume=T*Qddf(1-(Qdti/Qpmmp))
=
70
gallons
Q pump
l
=
94
GPM
Q daily design flow
=
12
GPM
Cycle time'
=
6.81
min.
Cycles per hour
=
8.8
Cycles per hour per pump
=
4.4
I

Head calculations:
Suction static head
=
0.50
ft.
Discharge static head
=
49.33
ft.
= Inv. In-1nv. Out = 842.08-792.75
Force Main
=
4
in.
Length
=
2575
ft.
C
=
120
Q pump
=
94
GPM
Velocity=0 409*Qpump/02
=
2.41
fps
Head Toss=L(4.73*Q= 85/C1.85*D4.8)
=
9.14
ft.
Suction and discharge head loss
=
0.50
ft.
Minor Head loss (fittings)
=
0.96
Total dynamic head
=
60.42
ft.
Minor Losses calculations:
Minor Loss
Coefficient
Quantity
Tee Flanged -Line Flow
0.2
=
0
Tee Threaded - Line Flow
0.9
=
0
Tee Flanged -Branch Flow
1
=
0
Tee Threaded - Branch Flow
2
1
=
2
Union
0.08
2
=
0.16
90 Bend Flanged
0.3
2
=
0.6
90 Bend Threaded
1.5
2
=
3
45 Bend Threaded
0.4
2
=
0.8
Swing Valve
2
2
=
4
Ball Valve Fully Open
0.05
0
=
0
-10.56
hminor loss = v2/ 2 g
0.96
Velocity [
2.41
Gravity (ft/s2)
32.17
minor loss coefficient
10.56
Anti -floatation calculations:
Buoyancy
V wetwell
=
V r"ser + V footing
=
(42.20 sf X 13') + (58.90 sf X 1')
607.50 CF
Flotation
=
V we Mall X WT of Water
=
607.50 CF X 62.4 LB/CF
=
37,908 LBS
Anti -flotation
WT wetwell
=
(VOL wall + VOL base+VOL top) X Conc. unit wt.
=
(13.93 sf X 13' + 58.90 sf X 1' + 28.27 sf X 0.67') X 150 Ib/cf
38,839 LBS

Goge aps
Lakewood Care C . o
HYDA G9
East Lincoln A
Community e
rr et G
m
G +ate e p0
Wentlase«
Tikt ;
Tri* Crown BEG..m0
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LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
Shinnville Ridge Partners, LLC
SECRETARY OF STATE ID NUMBER: 1348485
REPORT FOR THE YEAR: 2016
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: Tennent, Edward
STATE OF FORMATION: NC
Fling Office Use Only
E-Filed Annual Report
1348485
CA201636400906
12/20/2016 02:39
❑ Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
20607 Bethel Church Rd 20607 Bethel Church Rd
Charlotte, NC 28031-7015 Mecklenburg County Charlotte, NC 28031-7015
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: real estate company
2. PRINCIPAL OFFICE PHONE NUMBER: 7049950086
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
20607 Bethel Church Rd 20607 Bethel Church rd
comelius, NC 28031-7015 cornelius, NC 28031-7015
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Court Anne Sloan
TITLE: Member
ADDRESS:
20607 Bethel Church rd
Cornelius, NC 28031
NAME: NAME:
TITLE: TITLE:
ADDRESS: ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Court Anne Sloan 12/29/2016
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Court Anne Sloan Member
Print or Type Name of Company Official Print or Type The Title of the Company Official
This Annual Report has been riled electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27620-0525

ENGINEERING
SITE/C:IVIIL ENGINEERING
LAND PLANNING
:STORM WATER MANAGEMENT
UTILP'T"Y EN GINIE E"4 NLi
CO TRLJcT DN .A D.m
7
Mooresville L e it ttal (ffice
Attn: Water (ualitw Section
610 E. Center Avenue
Mooresville. NC 28115
Re. Sanitary Sewer f e llectic; rt fir Kinsley Subdivision. --- Phase 1
The proposed project inc:lud.es two phases for a proposed 71 lot sul divisi n. The
first phase consists of 18 lots (included with this submittal) and the second phase
consists of the remaining 53 lots. Phase l includes constructing 1,133,78 linear
of 8" PVC/DIP gravity sanitary sewer and 8 sanitary sewer manholes, 2577
feet of 4" PVC/DIP sanitary sewer force main and a proposed. sanitary sewer
ion.
The property is located in
located on south side
defined as PM 93319 wh
beingu developed by Shinny
ieh is in Lincoln County, NC,
nmons l.)rive and is more s
ned by Shinn ,efille Ridge 'Partners. I a
e Ridge Pu'ttters. LL,('.

Corporations Division Page 1 of 1
North Carolina
.. Elaine F. Marshall DEPARTMENT or THE;
. d Secretary SECRETARY of STATE
PO Box 2P622 Ratetgh,1lG 27626-0622 (919}81$-SS}0
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
Account
Legal: Shinnville Ridge Partners, LLC
Limited Liability Company information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Corporate Addresses
1348485
Current -Active
Current
Domestic
11/19/2013
January
Tennent, Edward
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
20607 Bethel Church rd
cornelius, NC 28031-7015
20607 Bethel Church Rd
cornelius, NC 28031-7015
20607 Bethel Church Rd
Charlotte, NC 28031-7015
20607 Bethel Church Rd
Charlotte, NC 28031-7015
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member:
Court Anne Sloan
20607 Bethel Church rd
Cornelius NC 28031
https://www.sosne.gov/Search/profcorp/ 10391071
6/28/2017

Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDEQ
610 E. Center Avenue
Mooresville, NC 28115
Attention: Sanitary Sewer Permitting Unit
704-663-1699
Project #: 16-039
Date: 06/26/17
For Your Information
As Requested
For Your Approval
For Your Review
Project: Kinsley Subdivision — Phase 1
7 Cover ghee
04/12/17 Application Fee for 480 (check #1593)
2 06/07/17
FTA
2 1 06/23/17 Flow Acceptance Application
2
06/20/17 Flow Acceptance
2
02/01 / 17
Flow Reduction
2
Topographic Site Map
2
Aerial Site Map
2
2/29/16 Company Annual Repo
04/10/17 Sanitary Sewer Caiculations
06/07/17 Developer Agreement
Comments: Please contact our office if any additional information is
needed at this time.
CC:
t1
Tom A. Platt, El.
Project Engineer
P:116-039 Laurel wood\Correspondence\Transmitta71062617 - NCDEQ - SS FTA, - Phase
!.doc

Central Files: APS _ SWP
6/30/2017
Permit Number WQ0039307 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
orituvia
Coastal SWRule
Permitted Flow
4,320
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Kinsley Subdivision - Phase 1 Minor Mooresville
Location Address County
Lincoln
Facility Contact Affiliation
Owner
Owner Name
Shinnville Ridge Partners LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Court Anne Sloan
20607 Bethel Church Rd
Cornelius NC 28031
Orig Issue
6/30/2017
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/27/2017 6/30/2017 6/30/2017
Regulated Activities Requested /Received Events
Subdivision Additional information requested
Wastewater collection
Outfall
Additional information received
Waterbody Name Streamindex Number • Current Class Subbasin

Jeff McCluskey
From: Tuvia, Ori A <[e-mail]>
Sent: Monday, March 30, 2020 8:10 AM
To: Jeff McCluskey
Cc: Chad Cooke ([e-mail])
Subject: RE: [External] WQ0039307 Final Certification
Jeff,
If you could get the certification signed by both you and the permitee by an approved e-signature such as docu-sign that
would be away we can accept that electronically otherwise we will need original signature hard copy.
Sincerely,
Ori
From: Jeff McCluskey [mailto:[e-mail]]
Sent: Sunday, March 29, 2020 1:47 PM
To: Tuvia, Ori A <[e-mail]>
Cc: Chad Cooke ([e-mail]) <[e-mail]>
Subject: [External] WQ0039307 Final Certification
Ori, please find attached the Final certification for Kinsiey Subdivision Phase 1. I can submit hardcopies to your office,
but I thought you were going more digital so just let me know.
Jeffrey D. ll•icCluskey, PE, LEED AP
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Ph: [phone]
Cell: [phone]
[e-mail]
1

l r^� C it
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: SHINNVILLE RIDGE ROAD, LLC
PERMiIT is WQ0039307
PROJECT: KINSLEY SUBDIVISION PHASE I
ISSUE DATE: JUNE 30, 2017
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A FinalCertification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE's CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & main in the
wastewater collection system permitted herein or portions thereof.
Courtney Anne Sloan, Member
Printed Name, Title
Date
ENGINEER'S CERTIFICATION
I, Jeffrey D. MIcCIuskey , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (12 periodically, f weekly, full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best drily
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 wfsignature & date:
Q Final ❑ Partial (include description)
ort Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville
Mooresville Regional Office Phone: [phone] FAX: [phone]