WQ0038732_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL QUALITY
November 8, 2016
Mr. Art Van Wingerden, Managing Member
VJK DEVELOPMENT GROUP, LLC
16400 HuntersviIle Concord Road
Huntersville, NC 28078
1 .1 Md�„IZ_ORY
Governor
DONALD R. VAN DER VAART
Jetrcfwy
S. JAY ZIMMERMAN
Dirruor
Subject: Permit No. WQ0038732
VJK DEVELOPMENT GROUP, LLC
Covington Phase III B
Wastewater Collection System Extension Permit
Lincoln County
Dear Mr. Wingerden:
In accordance with your application received September 14, 2016, we are forwarding herewith Permit No.
WQ0038732 dated November 8, 2016 to VJK DEVELOPMENT GROUP, LLC (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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 1.2: This Wastewater Collection System Extension must not be placed into service until
such time as this Office has received written verification that pump station #37 has
been upgraded, certified and placed into service. At that , time, this Office will
release the Wastewater Collection System Extension for use and operation.
Condition II.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 -licensed Professional Engineer to the' licensing
board.
State of North Carolina I Environmental Quality 1 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 any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at ori.tuvia nedenr.gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Donald Munday (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
VJK DEVELOPMENT GROUP, LLC.
Lincoln County
for the construction and operation of approximately 1,357 linear feet of 8-inch PVC gravity sewer;
to serve 31 Single family homes as part of Covington Phase III B development , and the discharge
of 7,440 gallons per day of collected wastewater into the Water and Sewer Authority of Lincoln
County existing sewerage system, 'pursuant to the -application received September 14, 2016; and in
conformity with 1'5A •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: WQ0038732
Permit Issued.: .. November 8, 2016 ,
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
VJK DEVELOPMENT GROUP, 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 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 Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 7,440 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)].
2) This Wastewater Collection System Extension must not be placed into service until
such time as this Office has received written verification that pump station #37 has been
upgraded, certified and placed into service. At that tinrne, this Office will release the
Wastewater Collection System Extension for use and operation.
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the 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)]
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 Desi si 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]
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]
Page4of8

Pir
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
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 (Le. 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 § 143-215.1 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:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the faci
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mailmessages 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 1 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 rnains 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 certificationis 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 extensionprior 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 perruit 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 document
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.
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.
Page 6of8

PPPPrr
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15ANCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation. .
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the .
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through § 143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: VJK DEVELOPMENT GROUP, LLC
PERMIT #: WQ0038732
PROJECT: COVINGTON PHASE III B
ISSUE DATE: NOVEMBER 8, 2016
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.
PERMTTTEE'S CERTIFICATION
L 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 Perrnittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof
Printed Name, Title
Siw ature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Eri neer in the State of North Carolina,
having been authorized to observe (0 periodically, weekly, 11 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 fl Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

WTE OF NORTH CAROLINA
COUNTY OF Lincoln
Permit No. lilt
-13a-
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this 27th day of
March, 2015 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Covington HOA , a non-profit corporation organized
and existing under and by virtue of the laws of :the State of North Carolina, hereinafter known as the
ASSOCIATION.
WIINESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as :CoiingtotPiiase [ll'B)
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the 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 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
gi7ality 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 ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
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 ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances' thereto are part of the cornmon 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.
FORM: HOA 08-13 Page 1 of 2

The ASSOCIATION shell 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 fund allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) 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 be provided such that special assessments can be made
as necessary at any time.
•
5. 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 ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into .said governmental
system, and shall convey or transfer as much of the Disposal System and such -necessary easements as the
governmental unit mayrequire as condition of accepting the Development's wastewater,
6. Recognizing fliat 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 ASSOCIATION shall
provide in the ASSOCIA.TTON Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without fist having transferred its said system and facilities to some person, coapotation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7.. The ASSOCIATION 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
ASSOCIATIONS successor,
8. The agreements set forth in nuMbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
•
operation of the Disposal System.
.9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
1N WITNESS WHEREOF this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each. of the parties named below:
FOR THE ENVIRONMENTAL Covington HOA
MANAGEMENT COMMISSION Name of ASSOCIATION
f g ray Zimmebman, Director
Division. of Water Resources
114641,14,,
(Date)
FORM: HOA 08-13
(Signature)
Art VanWingerden. Manager
Print Na e and Title
(Date)
Page 2 of 2

Division of Wat
Resources
15A
'AC 02T
0
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application 'Numbe
to be completed by DW'tt)
All items must be co Dieted or the application will ke returned
APPLICANT INFORMATION:
1. Applicant's name: VJK Develo _rnertt Grou LL,C
2. Applicant type: ® Individual 0 Corporati
El Federal ❑ State/County
0
party, municipality, HOA, utility, etc.)
General Partnership © Privately -Owned Public Utility
0 Municipal Other
Signature authority's name: Art Van Wingerden per .15A NCAC 02T...0106(b)
Title:.Mana,ging Member
4. Applicant's mailing address: 16400 Huntersville Concord Road
City: Huntersviiie State: NC Zip: 28078-
Applicant's contact information:
Phone number: (704) 875-137'1 Email Address:
PROJECT INFORMATION:
1, Project name: Covington_Phase 1;
2, Application/Project status:
Proposed (New Permit) [] Existing Permit Project
If a modification, provide the existing pennit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Lincoln
4, Approximate Coordinates (Decimal Degrees): Latitude: N.35-31° Longitude:-W.80-5n9`
5. Parcel .ID (if applicable): 4604-79-6223
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
Professional Engineer: Donald 1 Mundav i..rcen;sc Number: 17327
Firm: Piedmont De.sit n Associates, P.A.
Mailing address: 125 E. Plaza Drive, Ste 1 1
City: Mooresville
State: NC Zip: 28115-_
Phone number: [phone] Email Address: dmunday ccpdapa.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Killian Creek WWTP Permit Number: 0088722
Owner Name: East Lincoln Water and Sewer District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different titan WWTF):
1. Permit Number(s): WQ.
Downstream (Receiving) Sewer Size: inch.
System Wide Collection System. Permit Number(s) (if applicable): WQCS
Owner Nante(s):
FORM: FTA 1i4-16 Page i of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a DeveIoper'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: HOA) 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
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5, Nature of wastewater : 1100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103 (20))
�AIs there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow n'b
No. of Units
Flow
Single family homes
240 gal/day
31
7440 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
Total
7440 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: 7440 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
O 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1305
PVC
8
52
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 IVIDC
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 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 I5A 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 Iess than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305 (h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T ,0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Storm sewers and other utilities not listed below (vertical)
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
**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 1X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
Yes ❑ No
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water CIassifications webpage
➢ If noncompliance with 02T.0305(f) or (0, 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
Yes ❑No
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .02007 ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15ANCAC 02T,0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ®No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and Iocation).
High priority lines shall be inspected by the permittee or its representative at Least once every six -months and
inspections documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

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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: VUK Development Group, LLC
Project Name for which flow is being requested: Covington Phase III B
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 #: NC0084573
All flows are in MGD
c. WWTP facility's permitted flow 3.35
d. Estimated obligated flow not yet tributary to the WWTP 0.791
e. WWTP facility's actual avg. flow 1.058
f. Total flow for this specific request 0.007
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.849
55.2%
II.
Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Station Firm
(Name or Capacity, *
Number) MGD
#4 0.302
#15 2.52
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
(B)
Approx.
Current Avg.
Daily Flow,
MGD
0.121 0.054
I.01 0.858
#37 4.17 1.67 1.058
(C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C)
Total Current
Flow Plus
Obligated
Flow
0.055 0.109
0.628 1.486
0.791
(E)=(A-D)
Available \�
Capacity***
0.012
-0.476
1.849 -0.179
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is ¢ 0.
Downstream Facility Name (Sewer): East Lincoln Water and Sewer District
Downstream Permit Number: WQCS00149
Page 1 of 6
FTSE 04-16

III. 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.
Signing O icial Signature
""19/Zal
�
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): is
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
42.3 % and 0.628 MGD of the Available Capacity (E) in Pump Station
15 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.060 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
LowesvilIe Sewer is in design or under construction with
planned completion in 2017 ; and/or
d. The following applies:
The County is currently in bid phase for the Lowesville Sewer Project which will double
the capacity at Station # 15.
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.
0)1.
Signing Official Signatza e Date
Page 3 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section If where Available
Capacity is < 0.
Pump Station (Name or Number):
1
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
47.3 % and 0.791 MGD of the Available Capacity (E) in Pump Station
#37 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.060 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Killian Creek Pump Station Upgrades is in design or under construction with
planned completion in 2017 ; and/or
d. The following applies:
The County is near ly complete with the construction phase of the Killian Creek Upgrade
at Station #37. This upgrade will more than double the capacity at the station.
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
Cf 126(6
Date
Page 3 of 6
FTSE 04-16

L
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 I5, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f.=0.015MGD
g. = 3.215 MGD
h. = 53.6%
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
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) (B)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
Kaw Creek PS 0.800 0.320
Valley Road PS
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
1.895 0.758 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 < O.
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

UWU PLO INl SUUXCL Fax:[phone]
Jan 29 2007 14:10 P.02
°i�`�0
Michael F. Easley, Governer
6 William G. Ross Jr.. Secretary
North Carolina 13epart'nentOf Envirumrentand Natural Resouloft
=i
Aron W. Klimek, P.E., Director •
DMvisian of Water Quality
January 29, 2007
Mr. Stephen A. Gilbert, P. E, Director
Lincoln County Public Utilities
115 West Main Street
• Lincolnton, North Carolina 28092
Subject: Lincoln County - Middle Forney Creek WW1"?
Residential Flow Reduction Approval
Lincoln County
Dear Mr. Gilbert:
Ipn August 28, 2006, the Division of Water Quality received a flow reduction request for residences in
Lincoln County served by the Middle Forney Creek WWTP (Permit No. NC0074012). The letter requests an
allowable flow rate of 160 GPD per residential connection based on the evaluated data from the WWIP and the
active number of residential connections.
The DRY data provided between January 1996 and December 2006 with daily readings taken during
November 2006 and December 2006 was analyzed by central office and regional office staff with additional
information requested. Based upon this data and the County use to our additional information requests, the
Division hereby approves the use of 80 (YPD per residential bedroom, with a minimum of 160gpd for one
and two bedroom units in all applicable non -discharge permit applications. Flow shall be incremented by
80/gpd for each bedroom, above two. Regardless of the adjusted design daily wastewater flow rate, at no time
,ball the wastewater flows exceed the a luent limits defmcd in the NPDESiserrna, "t for the treatment facility or
exceed the capacity of the sewers downstream of any new sewer extensjon or service connection(s). A pemnut
modification and fee is required to apply this flow reduction to any existing permits where flows have bees
allocated_
Ifyou have any questiross or comments regarding this matter, please contact Bennie Goetze, Jr., P. B. at
[phone] ext. 375.
Sincerely,
Alan W. Klimek, P.E.
dl
cc: Ms. Dee Browder, Mooresville Regional (Ace
Ms. Susan Wilson, NPDES West Program
1,.1itCs Flow Reduction File
Pre4eatmert, Emergency Response and Collection Systems Unit Internet htipl/h2aenrncstate.tislndpu
Caro a 1617 Moll Service Center, Raleigh, NC 27699-1617 An Equal OppotturrItyActon Employer
aural l Telephone [phone] Fax [phone]% recycled/10`l6 post -consumer paper

7/20/2016
Corporations Division
Click Here To:
North Carolina
Elaine F. Marshall DEPARTMENT of THE
Secretary SECRETARY OF STATE
PO Box 29822 Raleigh, NC 27626-0622 (919}807-2000
Account
Login
Register
View Document Filings File an Annual Report • Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: VJK Development Group, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1302553
Current -Active
Current
Domestic
2/18/2013
December
NC
Colitti, Michael
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member :
Managing Member :
Managing Member :
Managing Member :
Managing Member :
Managing Member :
Todd Johnson
16959 Huntersville-Concord Rd
• Huntersville NC 28078
Joey Karaffa •
14920 Old Vermillion Dr
Huntersville NC 28078
Abe Van Wingerden
15726 Huntersville-Concord Rd
Huntersville NC 28078
Art Van Wingerden
16701 Huntersville-Concord Rd
Huntersville •NO 28078
Michael Van Wingerden
14925 Ramah Church Road
Huntersville NC 28078
Thomas Van Wingerden
6395 Pleasant Grove Church Rd
htipsJ/www.sosnc.gov/5earchlprofcorp!10177535
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PIEDMONT DESIGN ASSOCIATES, P.A.
125 East Plaza Drive, Suite #101 Engineering
Mooresville, NC 28115 Surveying
Phone: [phone] Fax: [phone] Planning
Email: [e-mail]
July 20, 2016
RE: Covington Subdivision Phase RIB
To whom it may concern:
This project consists of 1357 LF of 8" gravity sanitary sewer line and six manholes to serve 31
single family homes in Covington Subdivision Phase IIIB in Lincoln County, North Carolina. This
permit will add flow for 31 lots (3 fiats @ 240 GPD each) and 7,440 GPD, Phase IIIB connects
to an existing manhole at the intersection of Blades Trail and Sarah Drive which flows to the
west to an existing pump station (LCPW Pump Station #4) along Blades Trail which is part of
the system owned by East Lincoln Water and Sewer District,
Please call me if you have any questions, thank you.
Piedmont Design Associates, P.A.
(j•
John H. Hart
Design Technician

SEWER SYSTEM
CALCULATIONS
FOR
COVINGTON SUBDIVISION
(FORMERLY BURTON CREEK)
PHASE IIIB..
DENVER, LINCOLN COUNTY, NORTH CAROLINA
July 20, 2016
PREPARED FOR:
VJK Development Group, LLC
16400 Huntersville Concord Road
Huntersville, NC 28078
Phone: [phone]
PREPARED BY:
Piedmont Design Associates, P.A.
Suite 101, Westfield Center
125 East Plaza. Drive
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]

PIEDMONT DE5ION ASSOCIATES, P.A.
125 East Plaza Drive, Suite 101
Mooresville, North Carolina 28116-8812
Telephone [phone] Fax [phone]
Project:
Job No.
Engineering
Surveying
Planning
Covington Subdivision Phases 1, 2, 3 & 4
05-1 1 -1 1
Date:
03/23/201 i
Phase
la
1b
1c
1 (Total)
2a (Prev.
Permited)
2b
2c
2(Total)
3a
3b
3c
3 (Total)
# of
Connections
35
39
19
93
74
22
72
168
29
31
12
72
Flow/RDU
240
240
240
240
240
240
240 .
240
240
240
240
240
16.
Design Calcs for Proposed Gravity Collection Sewer
Average Daily
Design Flow
(GPD)
8,400
9,360
4,560
22,320
17,760
5,280
17,280
40,320
6,960
7,440
2,880
Average
Daily Design
Flow (GPM)
5.83
6.50
3.17
15.50
12.33
3.67
12.00
28.00
Line Size
(Inches)
8
8
8
8
8
8
8
8
Mannings
1/n11
0.013
0.013
0.013
0.013
0.013
0.013
0.013
0.013
Min.
Design
Slope
(Ft/Ft)
0.0060
0.0060
0.0060
0.0060
0.0060
0.0060
0.0060
0.0060
Full Flow
Line Capacity
(GPM)
421.22
421.22
421.22
421.22
421.22
42122
42122
42122
Full Flow
Velocity
(FPS)
2.69
2.69
2.69
2.69
ADDF % of
Line
Capacity
1.38%
1.54%
0.75%
3.68%
Peakng
Factor
2.5
2.5
2.5
2.5
Peak Daily Flow
% of Line
Capacity
3.46%
3.86%
1.88%
9.20%
2.69
2.69
2.69
2.69
2,93%
0.87%
2.85%
6.65%
2.5
2.5
2.5
2.5
7.32%
2.18%
7.12%
16.62%
17,280
4.83
5.17
2.00
12.00
4
AII(Total)
Page 1 of 1
58
391
240
240
13,920
93,840
9.67
8
8
8
8
8
0.013
0.013
0.013
0.013
0.013
0.0060
0.0060
0.0060
0.0060
0.0060
421.22
421.22
421.22
421.22
421.22
2.69
2.69
2.69
2.69
2.69
1.15%
1.23%
0.47%
2.85%
2.29%
2.5
2.5
2.5
2.5
2.5
2.87%
3.07%
1.19%
7.12%
5.74%
65.17
8
0.013 • 0.0060
421.22
2.69
15.47%
2.5
38.68%
Filename:Burton Creek-Pump-staids

COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2N0 FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA
28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
W W W. LINCOLNCOUNTY.ORG
September 09, 2016
VJK Development Group, LLC
Attn: Art VanWingerden
16400 Huntersville Concord Road
Huntersville, NC 28078
RE: Covington Phase IIIB Sewer Availability
Mr. VanWingerden,
This letter is provided in response to your request, dated July 20, 2016, for flow acceptance of the
wastewater treatment infrastructure (the "System") for the Covington Phase IIIB 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 31 Iots with a total flow of 7,440 gallons
per day of additional flow at the NCDENR approved reduced flow rate of 240 gallons per day per
home into LS-4; and
2. For the NCDENR Permits, the receiving sewer treatment facility is the Killian Creek WWTP,
Permit #NC 0088722. The sewer collections facility is the East Lincoln County Water and Sewer
District, Permit #WQCS 00149; and
3. The County shall not be named as the Permittee on NCDENR system applications. You must
make the application to NCDENR in your own name for the System; and
4. Acceptance of the System and transferal of the System to the County is subject to the
following:
a. A complete final inspection and approval of the System by the County, and receipt of other
applicable documentation requested by the County; and
b. Approval of the System by NCDENR, and proof provided to the County of a valid permit
issued by NCDENR with an Authorization to Construct (ATC); and
c. Initiating construction of the Project within two years of the date of this conditional approval.
You must notify the Lincoln County Public Works Department in writing when construction of
the Project is initiated; and
d. The County continuing to have actual average daily flow capacity to treat the domestic
wastewater as requested at the time all other conditions precedent have been satisfied.

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

Letter of
Transmittal
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
[phone]
Fax: [phone]
Email: ihart,(c11pdapa.com
To:
NCDENR-DWR
610 E. Center Avenue
Mooresville, NC 28115
DATE
September 13,
2016
COPIES
2
These are transmitted
For approval
❑ For your use
Q As requested
Job Number: 05-11-11
Covington Phase IIIB
NO.
DESCRIPTION
All Calculations and forms to be reviewed. 1 original and 1 copy.
For review & comment
❑ FOR BIDS DUE:
REMARKS:
❑ Approved as submitted 0 Resubmit © copies for app.
❑ Approved as noted L Submit ❑ copies for dist.
❑ Returned for ❑ Return ❑ corrected prints
corrections
Please review and if you have any questions, give myself or Donald L. l unday of our office a call.
Signed:
esign Technician
cc:

Corporations Division
Page 1 of 1
North Carolina
leino F, marshal, DEPARTMENT OF THE
Secretary C ETA �� . �' r
PO Box 29822 Ralelrfl, NC276'2s.WJ&2 ; (9190r7-2{7i18
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: VJK Development Group, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1302553
Current -Active
Current
Domestic
2/18/2013
December
NC
Colitti, Michael
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
16400 Huntersville-Concord Rd.
Huntersville, NC 28078-6650
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member :
Managing Member :
Managing Member :
Managing Member :
Managing Member :
Managing Member :
Todd Johnson
16959 Huntersville-Concord Rd
Huntersville NC 28078
Joey Karaffa
14920 Old Vermillion Dr
Huntersville NC 28078
Abe Van Wingerden
15726 Huntersville-Concord Rd
Huntersville NC 28078
Art Van Wingerden
16701 Huntersville-Concord Rd
Huntersville NC 28078
Michael Van Wingerden
14925 Ramah Church Road
Huntersville NC 28078
Thomas Van Wingerden
6395 Pleasant Grove Church Rd
Kannapolis NC 28081
http://www.sosnc.gov/Search/profcorp/10177535
9/15/2016

VtNumber WQ0036732
Central Files: APS _ SWP _
11/7/2016
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
7,440
Facility
Status Project Type
In review New Project
Version
"A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Covington Phase III B
Location Address
Owner
Major/Minor
Minor
Facility Contact Affiliation
Region
Mooresville
County
Lincoln
Owner Name
Vjk Development Group LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Art Van Wingerden
16400 Huntersville Concord Rd
Huntersville NC 28078
Orig Issue
11/8/2016
App Received
9/14/2016
Regulated Activities
Subdivision
Wastewater collection
Outfal I
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
11/8/2016 11/8/2016
Requested /Received Events
Expiration
Additional information requested
Additional information received
9/19/16
11f7/16
Waterbody Name Streamlndex Number Current Class Subbasin

ts,
Water Resources
ENVtRONMENTAL QUALITY
September 20, 2017
lVIr. Art Van Wingerden, Managing Member
VJK DEVELOPMENT GROUP, LLC
16400 Huntersville Concord Road
Huntersville, NC 28078
SUBJECT: Final Engineering Certification Acknowledgement
Covington Phase III B
Permit No, WQ0038732
Permitee:VJK DEVELOPMENT GROUP, LLC
County: Lincoln
Dear Mr, Wingerden:
ROY COOPER
Goverlor
ICHAkEL S. REGAN
Secretary
S. JAY ZI
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 9/19/2017. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Perrnittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdentorg/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact Ori Tuvia at [phone], or at
ori cdent,gov.
Sincerely,
Ori Tuvia, Environmental Engineer
Mooresville Regional Office
Division of Water Resources, DEQ
cc: Donald Munday (P.E.) (E-copy)
Central Files
MRO
ERMAN
Director
State of North Carolina 'Environmental Quality Water Resources
OICE Center Avenue, Suite 301, Mocresvifle. NC 2811$
Ptone: 704-663-1699 Interoet: ,arn,v.scilear goat

V.
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: VJK DEVELOPMENT GROUP, LLC
PERMIT #: WQ0038732
PROJECT: COVINGTON PHASE III R
ISSUE DATE: NOVEMBER 8, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this perrnit until the Division has received this Certification and all required supporting
doctunentation. 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 Pennittee 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.
PERMITrEE$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 a Pennittee is Rrcp red to operate & maintain the
wastevaterr collection system permitted herein or s-thZereof.
re
ENGINEER'S CERTIFICATION
July 31, 2017
Date
1, Donald L Munday , as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ( j periodically, 0 weekly, U 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 Seat gnature & date:
Ej Final [j Partial (include description)
Comments/Qualifiers (attach if necessary):
NC DWR Water Quality Reglonal Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone: l7041663-1699 FAX [phone]

Water Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
As built check list (reference 2T .0300)
Reviewed By: Ori Tuvia
Review Date: 9/20/17
Project Name: Covington Phase 111 B
WQ#: WQ0038732
1) As -built has been signed, sealed, and dated by an N.C. PE ® Yes ❑ No
2) Adequate information related to sewer lines :
Note that per the 2T and MDC, there is a minimum 8" for public gravity or minimum 6" for
private gravity, Three (3) feet minimum cover shalt be provided for all sewers unless ferrous
material pipe is specified. Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet (48 inches). ® Yes ❑ No ❑ N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305(h)). ❑ Yes ❑ No ® N/A
4) Is Project design is in accordance with (see section B.13 of FTA 12-12)
15A NCAC 02T Gravity Sewer Minimum Design Criteria (Iatest version) Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (latest version). ['Yes ❑ No ® N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
0 Applicant must submit TWO copies of the plans, specifications, and calculations
❑ Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A NCAC 02T .0402(2)) ❑ Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within 10% of the fast track applied Length?
(I Original length of pipe — As built length [ / Original length) < 10%. ® Yes ❑ No
If no application need to be modified
State of North Carolina Environmental Quality I Water Resources [ Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 j Mooresville, North Carolina 28115
704 663 1699